HomeMy WebLinkAboutWPO201900050 Plan - VSMP 2021-05-24mat,,tivagMA WARI►MIi
VICINITY MAP
)SCALE: 1" = 2000')'`
OWNER:
TMP 45-112F1; IMP 45-112F2, TMP 45-84A; & IMP 45-85
BERKMAR DEVELOPMENT LLC
2496 OLD IVY RD
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112F2
TOTAL AREA:
IMP 45-84A: 6.892 ACRES IMP 45-112F1: 0.571 ACRES
IMP 45-85: 0.777 ACRES IMP 45-112F2: 0.538 ACRES
TOTAL ACREAGE.- 8.778 ACRES
ZONING:
R-6 RESIDENTIAL, CLUSTER DEVELOPMENT
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY
PROPOSED USE.
52 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS
DENSITY:
ALLOWABLE BY -RIGHT DENSITY: 6 DU/AC
PROPOSED DENSITY: 8.778 ACRES x 6 UNITS / ACRE = 52 UNITS ALLOWED
TOTAL PROPOSED DENSITY: 52 UNITS (6 DWELLING UNITS/ACRE)
OPEN SPACE.-
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257.) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.91.)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS
IN THE SUBDIVISION AND DEDICATED TO THE HOA..
TREE PRESERVATION:
NONE REQUIRED WITH THE DEVELOPMENT
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 2
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON
THE EXISTING CONDIT70NS PLAN SHEET
BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDINGS SHALL BE 1
STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25'.
SETBACKS:
FRONT. • 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND
25' MAXIMUM
SIDE. NONE - MIN. 10' BUILDING SEPARA77ON
REAR: 20' MINIMUM
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
SOU THFORK RIVANNA RIVER WATERSHED
AGRICULTURAL/ FORESTAL DISTRICT. • NONE
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, ✓UNE 2018. THE
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES.
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018.
DATUM:
NAD 83
EXISTING VEGETATION:
PARTIALLY WOODED (IMP 45-112F1&45-112F2 ARE WOODED & IMP 45-84A&45-85
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.)
LIGHTING:
NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT ANY SITE LIGH77NG
SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS.
PARKING:
52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES
GUEST SPACES: 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 13 SPACES + (2) FUTURE
PARKING SPACES (THIS IS WITHIN THE ALLOWABLE 20X PARKING INCREASE).
PHASING:
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES:
PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
TWO CEMETERIES WERE FOUND DURING FIELD INVES77GATION OF THE SITE. THESE
CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL LLC IN
NOVEMBER 2018. FIELD EXPLORAT70N WAS PERFORMED AROUND THESE CEMETERIES
WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE
2 CEMETERIES ONSITE THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN
DECEMBER, 2018, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY
LIMITS WITH A GATE FOR ACCESS.
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF
THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
WITHIN A DAM INUNDAT70N ZONE.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN,
SEE GRADING PLAN FOR DETAILS.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.7.9 OF THE
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN
FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE
SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG
THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBS CO. STANDARDS.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA:
REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10,400 SF
PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATION
FIELD (7,885 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREATIONAL PLAYFIELD
OPEN SPACE.•
STREAM BUFFER OPEN SPACE. N/A
REC. AREA OPEN SPACE: 14,335 SF (0.329 AC) (0.24 AC MEETS ACTIVE REC. REQ.)
OPEN SPACE.- 62,200 SF (1.428 AC)
STORMWATER POND OPEN SPACE. • 26,485 SF (0.608 AC)
TOTAL OPEN SPACE: 103, 020 SF (2.365 AC)
OFFSTE EASEMEN T.•
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE WITHIN EXISTING
RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE
PROPOSED WITH THIS DEVELOPMENT
NOTES
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS.
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBUC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
STANDARDS.
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
TMP 45-84 &
45-84A2
N/F
COMMONWEALTH
OF VIRGINIA CIO
VDOT RIGHT OF
WAY SECTION r
DB 1821 PC 605 r_
LOT
�LOT y
� LOT3
LOT
BERKMAR OVERLOOK
VSMP PLAN AMENDMENT #2
(WPO 201900050)
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
Iq
/
TMP 45-76B
/JOHNSTON, JACOBA KAY
j 3677 PC 444
IMP 45-75
WEBER, LEWIS A LIVING TRUST ,
LOTg ` :/- - - - - - DB 499E PC 433 %
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12 23 24 15 L26 OT LOT I /
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DB 3 8 PC 386 /
IMP 45-76D /
BRANDT, JOHN E B
/ DB 1628 PC 128 /
LOT
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WEBER, LEWI 45-76 A LIMN TRUST
DB 417
PC 441
Sheet List Table
Sheet
Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS & DEMOLITION PLAN
3
EROSION & SEDIMENT CONTROL NOTES & NARRATIVE
3A
EROSION & SEDIMENT CONTROL DETAILS
4
PHASE I EROSION & SEDIMENT CONTROL PLAN
5
PHASE I EROSION & SEDIMENT CONTROL PLAN
6
PHASE 11 EROSION & SEDIMENT CONTROL PLAN
7
PHASE III EROSION & SEDIMENT CONTROL PLAN
8
PHASE III EROSION & SEDIMENT CONTROL PLAN
9
PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN
10
POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN
ii
STORMWATER MANAGEMENT DETAILS
12
OVERLOT GRADING PLAN
13 TOTAL NUMBER OF SHEETS
LOT �- .. _. .. �� LOT Ir IMP 45-82
5 �-
- ---
r 22 � N/F BROWN, MARILYNNE, UNDINE HUNT,
LOT _� ,��� ��;� LOT DENSYE BROWN & EBONY CARTER
LOT
DB 5002 PC 606LEGEND
EROSION CONTROL PLANIMETRICS
O
49
LOT I LOT '� �s� - _ � ; ,- '
V� / SA SAFETY FENCE 3.01 EDGE OF PAVEMENT
I LOT
CURB
CONSTRUCTION ROAD
TM 45-86A \ I - LOT_ - / > / !' STABILIZAT70N 3.03 SOIL BOUNDARY
CR
N/F COMMON W LTH OF VIRGINIA 43
i
RIGHT OF WA DIVERSION 47 y " _ _ S - - - � �
/ LOT IMP 45-82A 000NSTRUCTION EN7RANCE J.02 BUILDING
DB 2014 C 24 __I - „_ z4 N/F THIRD MESA LLC
_ _ ®� ` DB 4841 PG 138 - SF SILT FENCE 3.05 PROPOSED ASPHALT
LOT
` O 25 INLET PR07ECT70N 3 07 STREAM BANKS - - - ---
LOT
100' WPO BUFFER
_ DD IMP 45 81 TEMPORARY DIVERSION DIKE 3.09
I
' - PROPOSED EASEMENT VARIES
-- - LOT _ i F N/F THIRD MESA LLC TEMPORARY RIGHT-OF-WAY 3 11 WITH SHEET
Lor 3i DB 4841 PC 138 DIVERSION DRAINAGE PIPE
LOT LOT 32 ` LOT ST TEMPORARY SEDIMENT TRAP J.
I LOT LOT LOT
LOT 33 I 27 O BENCH MARK
LOT _ I
LOT LOT I 35
LOT 41 40 39 ii i 38 37 3 6 i I it __ � N i LOT i I SB SEDIMENT BASIN 3.14 v VDOT STANDARD STOP SIGN
/ 42 _----- O 28 PROPOSED HANDICAP PARKING
- <� -i' _ OP OUTLET PR07ECT70N 3.18 SPACE STRIPING
_-a_---- I _-� �_ t O
-----------�- I LOT PROTECTION
- - - - - - 29 I RR RIPRAP 3.19 INLET
LOT RR U77LITY STREAM CROSSING 3.25 - - -200- - - EXISTING CONTOUR
o
3_ 200 PROPOSED CONTOUR
IMP 45-112F — - - — - - - - TO TOPSOILING 3.30
N/F FOUNDATIONS LLC SEDIMENT TRAP OR BASIN
\
L
SA C/0 FOUNDATIONS CHILD DEVELOPMENT ` _ TEMPORARY SEEDING 3.31O
IMP 45-86 DB 2834 PC 1 DRAINAGE DIVIDE
N/F ALBEMARLE SOCIETY FOR THE PS PERMANENT SEEDING 3.32
Q PREVENTION OF CRUELTY TO ANIMALS INC LIMITS OF CLEARINGIGRADINI
DB 2096 PC III \
1 TP TREE PRESERVATION O 3.38 AND PROTEC77ON LIMITS OF DISTURBANCE
DUST CONTROL 3.39 0 0 DIVERSION DIKE
- - "" RIGHT-OF-WAY DIVERSION
\� I' VIRGINIA EROSION & SEDIMENT CONTROL O TREE PROTECTION
1 q HANDBOOK SPECIFICAAON NUMBER SAFETY FENCE
-X-X-X-X-X-X-X- SILT FENCE
PROPERTY LINE
fgRIVE •� -
-- �► - � � - O ° ° - a < ,I PROPOSED CONCRETE
BERK ROUTE 1403 1 -
- 100 YR. FLOODPLAIN
CONSTRUCTION ROAD STABINI ATION
AREA CALCULATIONS
LAND USE AREA
ACREAGE
LOTS
4.340 AC (49.4%)
OPEN SPACES
2.365 AC (26.9%)
RIGHT OF WAY
2.073 AC (23.7%)
TOTAL:
8.778 AC
NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF
ALL STORMWATER MANAGEMENT FACILITIES,
STREAM BUFFERS, FLOODPLAIN, AND
MANAGED/PRESERVED SLOPES = 74%.
THIS AREA IS GREATER THAN THE REQUIRED 20%.
PROPOSED VSMP PLAN AMENDMENT #2 UPDATES:
QTHE RETAINING WALLS BEHIND LOTS 22-29 & 35-42 WERE REMOVED & REPLACED WITH TIE
BACK GRADING.
No. 35791
5/20/21
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/ ✓ / I I /y /' BE , LEWIS A LIV C T USTi HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING
DB 4998 PC 33 / / VALVES SHALL BE USED AT THE SERVICE CONNECTIONS.
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RURAL AREAS /
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DB 3677 PC 444 / / f / / N/� PHIR�MESA,-
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RURAL ARE 2' / USE: VACANT / I
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RW WATER INE �/ i� / \ \ / �5yf' / / f �\ �w �/_ — ESIDENTIAL
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\ \ EXfTINGTREEL EXISTING 12" CI \ O
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D�/1628 PG 12 / f - CMP CULVERT / / / / / / / �_ \ \ \ �� - - / I I / // j A w
USE: VACAN w o
\ / o TMP 45-85 a
RURAL AREAS w� y�^� BERKMAR DEVELOPMENT, LLC l ' / / CONSTRUCTION �a \ w��l�, j / 3' �..� o r
EXISTING ENTRANCE �6 9� DB 5136 PC 015 / TMP 45-89 / / 5�- DEBRIS \\ /
TO BE REMOVED / 66a / BE KVM DEV LOPMENT, LLC TO BE REMOVER EXISTING >
/ / ( MANAGE
WITH FINAL BUILD I I / 5136 PG Q1T' / - �// S802104"E �w I /// / / / W
/ EXISTING BOUNDARY�� 41,
/ EXISTING WATER METER & / STOCKPILE / SLOPES / �/ 54
/ -SERVICE TO BE ABANDONED g1 ° ° ` i' PIPE \LINE TO E VACATED / ' �' / //�/ / / /
/ TO BE REMOVED p / / TREE LINE / - J/ - ?23>
P 45A� TO THE CORP STOP / V ASPHALT / / (TYPICAL) /
/ � / - / j' - - - � `�- LIMITS OF EXISTING / / // //• w / /
/ ESTES, -ABEL _ -
/ \ I \ - -5a� - _ / i \ b - - CYR6 TO BE REMOVED
DB S08 PG /� y./ � ' l � /
E RES NTIAL " \ / \ , l / EXISTING
i U AREAS �� v� / I / - MANAGE / TMP 45-112F 1 I I � I 0 BERKMAR_ DEVELOPMENT, LLC
�/ SLOPES I I 1 I--n�;'�-- DB 5129 PC 602
TMP 45-112F2
9 / b IBERKMAR �EVEKOPMENT, LL
�. s�, EXISTING BOUNDARY / CONSTRUC�fION — / /\ \ 5 ti�i
CHAIN LINK ( / \ - \ \ - - �� DB 5129 PG 602
j oo,, LINE TO BE VACATED DEBRI / / 1 -/� _ _ - _ - - -
�� FENCE \ 'k CHAIN LINK L / IREMOVED
/ T¢ BE / v sas
----�/ / --� 'BE REMOVED -- �� I ,�o _,- --_
s FENCE do / / I I / \
I , �',o`',/ / I / I I I - - - EXISTING LENc7Fi=zea.3r
TO BE REMOVED
I 5L' 1 5 DUMPSTE / I I I I I "� / ISTING BOUNDARY — b _ RADIUS=5767. / / ///
gg -Asa - _; — EXISTII�BOUNDAR-Y- SLOPES /
EXISTING MIX OF EVERGREEN \ 1 TO 8E REMOVED I I I I LINE TO BE VACATED j LINE TO BE VACATED ,- - - ` - -
I 1 / �s /EXISTING 20' SANITARY
& DECIDUOUS TREES TO GRAVEL DRIVE MET RY / / I - - / /
BE REMOVED EXISTING CURBI� - - - / / / //
SEWER EASEMENT
TO._BF_ REMOVED / // // / DB. z z PG.z z 6
1O'x32' 1 I / \ l 1 / i � - FOR TURN LANE-MODIFICATI
5 3 43- 5 i
\ \ \ 1 I \ \ / 1 I / y / \ EXISTING FIRE HYDRANT TO /
TRAILERS x 2 / 1 / CONCRETE \ / ° / � � /' \ � \ � , - - - . � � / / / / /
V r / v / / / / /'
TO BE REMOVED � � I / GR / / / / � � \ , /
\ / 65'x90' 1 ' TO BE /REMOVES / /\ \\ / / / / / I, / / /T' - - �22- � - / / BE REMOVED & REPLACED
/ v BUILDING A \� A TING MIX oFEVERGREEN EXISTING ENTRANCE//
&DECIDUOUS TREES TO
I \ \ _ TO BE MgDIFIED
\ \ TO BE REMOVE \ \ CONCRETE /�\BE REMOVED p
\\ \ \ \ E TING - - \ T�BE REMO i' �) �' F�R NEW ACCESS 0 DEVELOPMEN/ \\ -
\ \ \ J / EXISTING HEADWALL FOR TWO (2) 024"
J \ \ / / \ RIP -RAF l;
I / � / / � I \ -� � � � , CULVERTS TO BE REMOVED. THE EASTERN
\ 5a CONCRETE \ I MANAGE � �— /
6 �\ TO BE EMOVED / \ SLOPES // CULVERT SHALL BE DEMOLISHED BACK TO THE
3Tx85'
BUILDING \ l \ `\ l I / IV� j/f ' ti� \ \\\ I / PROPERTY LINE, AND FILLED WITH FLOWABLE
TO BE REMOVED \ - / \ I I r \ / I / / / �\ �\ / / \ \ {� - \ FILL. THE WESTERN 024" CULVERT SHALL BE
CEMETERY \ 1 / \ \ 1 / I I /) ) I �\ \ ati 6 I i / MODIFIED TO HAVE A NEW UPLAND DOGHOUSE
/ \ \ // \\ 5yo56�/' ALL / / =Q� MH. BOTH 024" CULVERTS SHALL REMAIN
BUILDING > \ `/ I I / \ I I I I� \ s \ \ / /
\ \ \ ` �_ UNDER B RKM� AR DRIVE.
APPROXIMATE TO BE REMOVED I / l \� J) f41
/ s LOCATION OF WELL
/ PER DB 424 PG 152 / \ I I I I "� \ / I oo^ / /
TO BE REMOVED I / �bbry 1 / \ TMP 45-112E
/ \ CONCRETE I GRAVEL AREA I \ f ( o
/ \ TO BE REMOVED / STORAGE 1 \ ^ / / \ / Jtv / MCMAIOZV, BRIAN J Rc STEPHEN
/ iC-VON ST
/ CONTAINERS DB 1453 PC-36-7
\ / TO BE REMOVED / \ 1 ' / 1 \ / Q I 4 \ 4
/ CHAIN LINK-
T P 45-8,(&• 45-8 2 / I \ \ \ / / Q a / y / / - \ ZONINGCAN
_ _ FENCE / / I \ < \ / / �' o I � �� m I '� �, g`� / USE: VACANT
A SOCIETY FO THE ® - - TO BE R MOVED
\ / \ N 4}�`� I •` XISTING 30
PREVENTION OF CRUELT TO \ �J / \ "s WOOD FENCE \ Q 4�
/ ANIMALS, INC \ �6a 6� / \ \ / / / QP RWSA WAT RLIN
/ N `/ \ \ \ \ / / / BENCFIMARK: LIMITS OF EXISTING CURB
/ DB 2096 PC 111 BUILDING `- �� - / \ ) \ b� \ / / / t/ DI RIM-518.87 r AND CONCRETE SIDEWALK
USE: VACANT �O -BED- A V A / / / PTO BE REMOVED
R6 RES lAL ti / EXISTING MIX OF EVERGREEN > \ \ / / L TMP 45 112F 10 /
& DECIDUOUS TREES T /-%/ N11i FOUN ATIONS LLC \ l
/ _ BE REMOVED A A / A
K A ( CIO FOUN ATIONS CHILD
4-\ / / DE LOPMENT \ \
I I /
s8-w \ . j v ay 2 ' \ \ \ \ \\ / DB 2834 PG 001
/ TMP 45-86 3 - - = ; (/ / \ I I ( USE: DAYCARE CENTER LIMITS OF EXISTING /
ALBEMARLE SOCIETY FOR THE - 22 I / ti6 \ \\ \ \ \ 6 RESIDENTIAL / CURB AND
/ \ PREVENTION OF CRUELTY TO\\ 3 v LANDSCAPING ISLAND \
ANIMALS, INC I / \ \ TO BE REMOVED
- - - DB 5108 PC 549
I
R R'
TMP 45-1/12
WOOD, STUARD R. JR &•
MARGARET E.
, - J . - - DB 4751 PG 579
TMP 45-86 / / I
�' ' � / / / �i � ZONING=HC
_ - - ALBEMARLE SOCIETY FOIE THE - - - _ _ / / / r / /
USE. VACANT
NOTES: ' PA'EVENTION OF CRU�TY TO / _--_ - // / i // / I
/ // ANIMALS, IN
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / DB 2096 Pp III
/ NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / USE: KENNELS
/ 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. - - - - - - - - - - - - - / / Cl COMMERCIAL
/ THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE &
ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019. - _ _ - - - - _
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. / - - - - - -
4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY.-
/ 5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN / // \ \ / I 4�
/ ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. / / \ \ \ / / / - - - - _ _ I Po (o
/ ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM / //
ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL w
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. ' / \ \ \ / / / / / / // \ _ \ \ 1 I I / i' /� \ / / �\ o Q PC,���
6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES
— — AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES
AND REQUIREMENTS.
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN -
THE PROJECT BOUNDARY. - - \ / / / / / / / / / / / / 1 / / / / J \
--- _ 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE / / / / / JO �� GRRPHIC SCALE
LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL
BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH
GUIDELINES AND REQUIREMENTS.
�' / / ( IN FEET )
1 �ich = 40 ft.
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182152
SCALE
1"=40'
SHEET NO.
2
EROSION & SEDIMENT CONTROL MEASURES:
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING:
3.01 SAFETY FENCE.-
A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. TO PROHIBIT THE UNDESIRABLE USE OF AN
EROSION CONTROL MEASURE BY 774E PUBLIC. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED
UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY THE PUBLIC.
3.02 CONSTRUCTON ENTRANCE
A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A
CONSTRUCTION SITE TO REDUCE 774E AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 774E AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC
ROADWAYS
3.05 SILT FENCE:
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND
ENTRENCHED, TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTON OPERATIONS IN ORDER
TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE 774E VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL
FLOWS 774E SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF
FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED /N ACCORDANCE WITH THE
VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH).
3.07 STORM DRAIN INLET PROTECTION:
A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. TO PREVENT SEDIMENT FROM
ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. INLET PROTEC77ON APPLIES WHERE
STORM DRAIN INLETS ARE TO BE MADE OPERA77ONAL BEFORE PERMANENT STABILIZA77ON OF THE CORRESPONDING DISTURBED DRAINAGE AREA.
3.08 CULVERT INLET PROTECTION:
A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM CULVERT. TO PREVENT SEDIMENT FROM ENTERING STORM
CULVERTS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. INLET PROTEC77ON APPLIES WHERE STORM CULVERTS ARE EXISTING
OR TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DRAINAGE AREA.
3.09 TEMPORARY DIVERSION DIKE.
-
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. TO DIVERT STORM RUNOFF
FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT
SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE
WHEREVER STORMWATER RUNOFF MUST BE TEMPORARILY DIVERTED TO PR07ECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON SI7E
DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, WHICH CAN BE PROLONGED WITH
PROPER MAINTENANCE.
3.12 DIVERSION.
A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON THE LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO
INTERCEPT AND DIVERT STORMWATER RUNOFF TO STABILIZED OUTLETS AT NON -EROSIVE VELOCITIES. APPLIES WHERE RUNOFF FROM AREAS OF
HIGHER ELEVATION MAY DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE K17H THE ESTABLISHMENT OF VEGETATION ON LOWER AREAS,
WHERE SURFACE AND/OR SHALLOW SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO BE REDUCED
TO MINIMIZE SOIL LOSS.
3.13 TEMPORARY SEDIMENT TRAP:
A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET. TO DETAIN SEDIMENT -LADEN
RUNOFF FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED
AREAS WHERE THE TOTAL CONTRIBU7NG DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP WILL BE USED NO LONGER THAN
18 MONTHS, AND IT MAY BE CONSTRUCTED EI7HER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE.
3.14 TEMPORARY SEDIMENT BASIN. -
A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF
COMPACTED SOIL ACROSS A DRAINAGEWAY. TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND 'DRY" STORAGE
LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING
DRAINAGE AREA IS EQUAL TO OR GREATER THAN THREE ACRES. THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY FOR THE
CONSTRUCTION OF A TEMPORARY IMPOUNDMENT.
3.18 OUTLET PROTECTION:
STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL
SECTIONS. TO PREVENT SCOUR AT STORMWATER OUTLETS, TO PR07ECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTEN77AL FOR
DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS APPLICABLE TO THE OUTLETS OF
ALL PIPES AND ENGINEERED CHANNEL SECTIONS.
3.19 RIPRAP:
A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER FABRIC OR GRANULAR UNDERLINING. TO
PR07ECT THE SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING
THE POTEN77AL FOR INFILTRATION, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS, AND/OR NON -COHESIVE SOILS. USE WHEREVER SOIL
AND WATER INTERFACE AND THE SOIL CONDITIONS, WATER TURBULENCE AND VELOCITY, EXPECTED VEGETA7VE COVER, ETC., ARE SUCH THAT
THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS.
3.20 ROCK CHECK DAMS.,
SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. TO REDUCE THE VELOCITY OF CONCENTRATED
STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE SWALE OR DITCH. THIS PRACTICE ALSO TRAPS SEDIMENT GENERATED FROM
ADJACENT AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMWATER RUNOFF. THIS PRACTICE, UTILIZING A COMBINATION OF
STONE SIZES, IS LIMITED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS.
3.31 TEMPORARY SEEDING.,
THE ESTABLISHMENT OF A TEMPORARY VEGETA7VE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL
PLANTS. TO REDUCE EROSION AND SEDIMENTAT70N BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE
PR07ECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UN77L PERMANENT VEGETA7ON OR OTHER EROSION CONTROL MEASURES CAN BE
ESTABLISHED.
3.32 PERMANENT STABILIZATION:
THE ESTABLISHMENT OF PERENNIAL VEGETA7VE COVER ON DISTURBED AREAS BY PLAN77NG SEED. TO REDUCE EROSION AND DECREASE
SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO
S17E CONDITIONS AND ALLOWS SELEC7ON OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE
NATURAL BEAUTY. UPON COMPLE7ON OF CONSTRUC7ON ACTIVITIES ALL AREAS WILL RECEIVE A PERMANENT VEGETA7VE COVER.
3.35 MULCHING:
APPLICATION OF PLANT RESIDUES OR 07HER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PROTECTING THE SOIL
SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETA7ON BY INCREASING
AVAILABLE MOISTURE AND PROVIDING INSULA77ON AGAINST EXTREME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANENTLY SEEDED
SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED
USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLANTINGS OF TREES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DO NOT
PROVIDE ADEQUATE SOIL STABILIZA7ON BY THEMSELVES CAN BE USED IN CONJUNCTION WITH TEMPORARY SEEDING.
3.37 TREES SHRUBS VINES & GROUND COVERS.,
STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETA7VE COVER WITH TREES, SHRUBS, VINES, OR GROUND COVERS. TO AID IN STABILIZING
SOIL IN AREAS WHERE VEGETA7ON OVER THAN TURF IS PREFERRED, TO PROVIDE FOOD AND SHELTER FOR WILDLIFE WHERE WILDLIFE HABITAT IS
DESIRABLE. APPLIES IN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON STEEP OR ROCKY SLOPES WHERE MOWING IS NOT FEASIBLE,
WHERE ORNAMENTALS ARE DESIRABLE FOR LANDSCAPING PURPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR SOIL CONSERVATION, OR
TO ESTABLISH WILDLIFE HABITAT.
3.36 BLANKET MATING:
INSTALLATION OF A PROTEC77VE COVERING OR A SOIL STABILIZAT70N MAT ON A PREPARED PLAN77NG AREA OF A STEEP SLOPE OR CHANNEL TO
AID IN THE CONTROLLING EROSION ON CRITICAL AREAS.
3.38 TREE PRESERVATION AND PROTECTION:
PR07ECTION OF DESIRABLE TREES FROM MECHANICAL OR 07HER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. TO ENSURE
THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFEC7VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION,
LANDSCAPE BEAUTIFICATION, DUST AND POLLUT70N CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND
IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING ACTI477ES.
3.39 DUST CONTROL:
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING DEMOLITION AND CONSTRUCTION AC77WTIES. TO PREVENT
SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY
PRESENT HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO
PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE K17H THE VESCH.
EROSION CONTROL LEGEND
SA
SAFETYFENCE
*
3.01
CE
CONSTRUCTION ENTRANCE
3.02
CRS
CONSTRUCTION ROAD
STABILIZATION
3.03
SF
X-X-X-
SILT FENCE
3.05
IS
INLET PROTECTION
3.07
ClP
CULVERT INLET PROTECTION
3.08
DD
0
TEMPORARY DIVERSION DIKE
3.09
-*---011-
TEMPORARYRIGHT-OF-WAY
3.11
ST
O
DIVERSION
TEMPORARY SEDIMENT TRAP
3.13
SB
SEDIMENT BASIN
3.14
OP
I
a •�-
PIPE OUTLET PROTECTION
3.18
CD
,
CHECK DAM
3.20
TO
TO
TOPSOILING
3.30
TS
TS
TEMPORARY SEEDING
3.31
PS--a-
PS
PERMANENT SEEDING
3.32
BM
�
SOIL STABILIZA TION BLANKET
3.36
TP
TREE PROTECTION FENCING
3.38
DC
OC
DUST CONTROL
3.39
VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK SPECIFICATION NUMBER
1992
TABLE 3.32-D
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
Total lbs.
Per Acre
Minimum Care Lawn
- Commercial or Residential
175.200 tbs.
- Kentucky 31 or Turf -Type Tall Fescue
95-100%
- Improved Perennial Ryegrass
0.5%
- Kentucky Bluegrass
0.5%
High -Maintenance Lawn
200.250 tbs.
- Kentucky 31 or Turf -Type Tall Fescue
100%
General Slope (3:1 or less)
. Kentucky 31 Fescue
128 lbs.
. Red Top Grass
21bs.
- Seasonal Nurse Crop*
20 lbs.
150 lbs.
Low -Maintenance Slo�Stee�r than 3:1)Maintenance Slo�Stee�r than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 tbs.
- Seasonal Nurse Crop* 20 lbs.
- Crownvetch ie 20 tbs,
150 tbs.
e Use seasonal nurse crop in accordance with seeding dates as stated below:
February 16th through April ...................... Annual Rye
May 1st through August 15th ..................... Foxtail Millet
August 16th through October . ..................... Annual R
B� B Y
November through February 15th ................... Winter Rye
" Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May
through September use hulled Sericea, all other periods, use unhulled Sericea).
If Flatpea is used in lieu of Crownvetch, increase rate to 30lbs./acre. All legume
seed must be properly inoculated. Weeping Lovegrass may be added to any slope
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in
mixes.
3.32
EROSION CONTROL NOTES
ES-1: UNLESS OTHERWISE INDICATED, 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 VR
625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
ES-2: 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.
ES-J.-ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR
TO OR AS THE FIRST STEP IN CLEARING.
ES-4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
ES-5.-PRIOR TO COMMENCING LAND DISTURBING ACT71477ES IN AREAS OTHER THAN
INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMI7FD 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.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLAT70N OF ANY ADDITIONAL
EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES-7.-ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
MEASURES AT ALL 77MES DURING LAND DISTURBING ACT70TIES AND DURING
SITE DEVELOPMENT UNTIL FINAL STABILIZAT70N IS ACHIEVED.
ES-8.-DURING DEWA7ERING OPERATIONS, WATER WILL BE PUMPED INTO AN
APPROVED WATER FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
General construction notes for Erosion and Sediment Control plans
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-
roducin rainfall event. An necessary repairs or clean to maintain the effectiveness of
P g Y �' eP P
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 7:00am to 9:00p m.
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize an hazard to persons, physical damage to adjacent land and
PP Y Pe ,P Y g J
improvements, and damage to an public street because o slides sinking, or collapse.
P g YP g, P
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
P ary po ary g g g
lbs/acre and in the months of September to February to consist a 50150 mix of Annual
P Y
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 approved 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 to 4-6
g g PP , rP P
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%G Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass Blue ass. Straw mulch is to be
or Kentucky a
applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
P Y Y
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
21. This plats shall be void if the owner does not obtain a permit within 1 year of the date of
approval. Protection Ordinance section 17-204G.
PP (Water )
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commenced. (Water Protection Ordinance section 17-
207B)
TABLE 331-A
LIMING REQUIREMENTS
FOR TEMPORARY SITES
Recommended Application
pH Test of Aaimlt al Limestone
below 4.2 3 tons per acre
42 to 5.2 2 tons per acre
52 w 6 1 ton per acre
Source: Va. OSWC
GENERAL SLOPE (3:1 OR LESS TOTAL LBS PER ACRE
KENTUCKY 31 FESCUE 128 LBS
RED TOP GRASS 2 LBS
SEASONAL NURSE CROP 20 LBS
150 LBS
SEASONAL NURSE CROP
FEBRUARY 16 THROUGH APRIL
ANNUAL RYE
MAY 1 THROUGH AUGUST 15
FOXTAIL MILLET
AUGUST 16 THROUGH OCTOBER
ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15
WINTER RYE
.1n66
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32.
TABIB 331-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
'QUICK REFERENCE FOR ALL REGIONS"
��� Ra,c
R ,ma Dale. •(� (IP Ju,G)
Sept 1 - Feb. 15 50150 Mk or
Annual Ryegrass
(Inlium moth -Rom.)
& 50 -1m
Cereal (Winter) Rye
Is..m......n)
Feb. 16 - Apt. 30 Annual Ryeg 60 - 1W
n�ti.)
May I -Aug 31 G�pe������ �M���l�l�e�, 50
LS.uDuutli&I.flLlt.h.)
Sours; V. DSWC
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35.
PERMANENT SEEDING SCHEDULE PS
NO SCALE
(STD. & SPEC. 3.32 OF VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK, 3RD ED.)
DESCRIPTION OF EROSION & SEDIMENT EROSION CONTROL NOTES & NARRATIVE
CONTROL MEASURES: THE PURPOSE OF THIS LAND DISTURBING ACTIVITY IS TO GRADE THE BERKMAR OVERLOOK SITE FOR
EROSION AND SEDIMENT CONTROL MEASURES: z! F RE DEVELOPMENT. THE TOTAL AREA TO BE DISTURBED WITH THIS PHASE OF DEVELOPMENT IS p0
IT IS ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, EXISTING SEDIMENT S CRES
BASINS, AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY
EXI TING SITE CONDITIONS
SCOTT/R. M,LLINS'Z
SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES.
THIS SITE CONSISTS OF SEVERAL BUILDINGS AND CONCRETE PADS TO BE REMOVED. THIS SITE
U
No. 35791 �
TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED
FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING STOCKPILE LOCATIONS SHALL
GENERALLY SLOPES FROM THE WEST TO THE EAST WITH GENTLE SLOPES AND IS WELL DRAINED. THE
SITE IS LOCATED TO THE EAST OF WOODBURN ROAD AND TO THE WEST OF BERKMAR DRIVE
op
5/20/21 114
ADJACENT AREAS:
O�,
BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATVE COVER. PERMANENT
THIS SITE IS BORDERED TO THE EAST BY BERKMAR DRIVE AND TO THE WEST BY WOODBURN ROAD.
S V
SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND
RESIDENTIAL DWELLINGS EXIST TO THE EAST AND NORTH OF THE PROPERTY AND COMMERCIAL
WHERE CONSTRUCTION AC77077ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE
BUILDINGS TO THE WEST AND SOUTH.
PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE.
OFFS17E LAND DISTURBANCE:
SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED.
IMPROVEMENTS TO BE MADE WITHIN THE VDOT RIGHT-OF-WAY ALONG BERKMAR DRIVE AND
TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT
WOODBURN ROAD.
DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST
CRITICAL AREAS'
GERMINATING VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF
TREE PROTECTION FENCING SILT FENCE, AND DIVERSION BERMS SHALL BE MAINTAINED ALONG THE
SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED.
PROPERTY LINES TO THE NORTH AND SOUTH OF THE SITE TO PROTECT THE ADJACENT PROPERTIES.
CONTRACTOR SHALL ENSURE THAT ALL SEDIMENT MAINTENANCE CONTROLS ARE ALONG BERKMAR
CONSTRUCTION ENTRANCE:
DRIVE AND WOODBURN ROAD TO ENSURE THAT NO SEDIMENT LEAVES THE SITE AND DRAINS INTO
A STABILIZED PAVED CONSTRUCT70N ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF
EXISTING CULVERTS UNDER THE EXISTING ENTRANCES FROM BERKMAR DRIVE AND WOODBURN ROAD.
VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD
THERE ARE TWO EXISTING CEMETERIES ON SITE THE CONTRACTOR SHALL GIVE EXTRA ATTENTION
TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF.
AND CAUTION AROUND THESE CRITICAL AREAS TO ENSURE THEY ARE NOT DISTURBED. CHAINLINK
CONSTRUCT70N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE
FENCING SHALL ALSO BE INSTALLED AS A FIRST STEP IN LAND DISTURBANCE TO ENSURE THESE
AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS.
CRITICAL ARES ARE MAINTAINED.
SILT FENCE:
SOILS
A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SM77-IE77C FILTER FABRIC STRETCHED
SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH
Vw
ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN
THIS NARRATIVE.
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SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTON OPERA 77ONS IN
SEQUENCE OF CONSTRUCTION:
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k
ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE TO DECREASE THE VELOCITY OF SHEET
PHASE l:
1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE APRE-CONSTRUCTION MEETING AS REQUIRED.
O
a
FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE
2. PRIOR TO DISTURBANCES, THE LIMITS OF DISTURBANCE SHALL BE FLAGGED AND THE TREE
H
U
on
INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF
PROTECTION FENCING SHALL BE INSTALLED.
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FROM SHEET FLOW AS INDICATED. 7HEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH
J. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCT70N PROCESS
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RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE WRG/N/A EROSION & SEDIMENT CONTROL
WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT.
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F
HANDBOOK (VESCH).
4. THE PROPOSED CONSTRUCTION ENTRANCE WITH WASH AREAS SHALL BE INSTALLED AS SHOWN ON
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PERMANENT STABILIZATION:
174E PLANS. THE CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONSTRUCTION VEHICLE
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING
ROUTES INTERSECT PAINED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
W
TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE
/1/
SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO
SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED
re
PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO
ANENTCONDITIONS,
THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SITE AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO
SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET
IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
CONSTRUCTION ACTIW77ES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER.
5. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL
TEMPORARY SEEDING:
SHEET. THIS INCLUDES (1) SEDIMENT BASIN, (1) SEDIMENT TRAP, SILT FENCE, WIRE SILT FENCE,
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING
AND DIVERSION DIKES MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A
WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND
FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE
SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE
UPSLOPE LAND DISTURBANCE TAKES PLACE.
FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO
6. IN ADDITION TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE ARE INSTALLED AS SHOWN
DOWNSTREAM OR OFF -SITE AREAS, AND TO PRO14DE PROTECTION TO BARE SOILS EXPOSED
ON THE PHASE I EROSION CONTROL PLAN.
DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES
PHASE //.
7. ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE
CAN BE ESTABLISHED.
EROSION CONTROL PHASE l PLAN AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL
DUST CONTROL:
MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERATIONS. STABILIZAT70N MEASURES SHALL
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND
BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY
CONSTRUCTION ACTIVITIES
AFTER INSTALLATION.
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TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND
8. ROUGH GRADE THE SITE TO THE CONTOURS SHOWN ON THE EROSION CONTROL PHASE ll PLAN,
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REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS,
AND INSTALL SOIL STABILIZATION BLANKETS AND MATTING TO THE TEMPORARY SEDIMENT BASIN
1r3
TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.
SLOPES AS SHOWN ON THE PLAN. DRAINAGE STRUCTURES SHALL OUTFALL INTO THE SEDIMENT
DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF
BASIN UNTIL THE SITE IS STABILIZED.
DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH.
9. THE SEDIMENT BASIN SHALL OUTFALL ALONG THE OUTLET PROTECTION (RIPRAP) INTO THE
TEMPORARY DIVERSION DIKE:
EXISTING CULVERT ALONG BERKMAR DRIVE. .
L9
10. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN
A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED
SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL
AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A
STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT
STABILIZED OUTLET OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING
FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS.
STRUCTURE. MAXIMUM EFFECTIVE LIVE IS 18 MONTHS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR
ROCK CHECK DAMS:
MORE THAN ONE YEAR.
SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE
PHASE Ill:
VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO
11. ONCE THE SITE IS STABILIZED AND ROUGH GRADING HAS BEEN COMPLETED THE INSPECTOR HAS
M
USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS,- SHOULD NOT BE USED IN
GIVEN APPROVAL THE TEMPORARY SEDIMENT TRAP #1 CAN BE REMOVED. THE CONSTRUCTION
LIVE STREAMS.
ENTRANCE AND STAGING AREA SHALL BE MOVED TO THE PROPOSED ENTRANCE ALONG BERKMAR
ry
STORM GRAIN INLET PROTECTION:
DRIVE AT THIS TIME AS SHOWN ON THE PLAN.
THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS
12. THE CONTRACTOR CAN BEGIN TO INSTALL THE DRAINAGE STRUCTURES, INLET PROTECTION, CURB
& GUTTER, AND UTILITIES AS SHOWN ON THE PLAN.
OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABILIZATON OF THE DISTURBED AREA;
13.ONCE THE SITE IS STABILIZED AFTER THE GRADING AND ROAD CONSTRUCTION OF THIS PROJECT
LIMITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL
AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE REMAINING
LARGE, CONCENTRATED STORMWATER FLOWS.
EROSION CONTROL MEASURES. NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE
TEMPORARY SEDIMENT TRAP.
STABILIZED AND THE INSPECTOR GIVES PERMISSION. THE PROPOSED SEDIMENT BASIN SHALL BE
A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE
CONVERTED TO A PERMANENT SWM FACILITY AS SHOWN ON THE SWM PLAN.
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OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL
14. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND
DISTURBED AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE
SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM
OUT MAXIMUM EFFEC7VE LIFE /S 18 MONTHS.
ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
IIIII
TEMPORARY SEDIMENT BASIN:
15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 3O
A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS
DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER
NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED
FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. IT
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY
IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND
-
FOR ENOUGH 77ME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE
SEDIMENTATION.
CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY
SOIL DESCRIPTION
0
MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A
QUALIFIED PROFESSIONAL.
27C-ELIOAKLOAM-27`07%SLOPES. THISSOILIS WELLDRAINED&TYPICALLY HASA MODERA TEL YHIGH TO HIGH KSA T VALUE
OUTLET PROTECTION.
WITHA DEPTH TO WATER TABLE MORE THAN 80INCHES. THE AVAILABLE WATER CAPACITY FOR THIS SOIL IS TYPICALLY
THE INSTALLATION OF RIPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW STORM
MODERATE. THE SURFACE LAYER IS GENERALLY 0-8 INCHES THICK LOAM WITHOUTA RISK OF FLOODING OR PONDING.
34D-GLENELGLOAM-15TO25%SLOPES. THIS SOIL IS WELL DRAINED & TYPICALL YHAS A MODERA TEL Y HIGH TO HIGH KSAT
DRAIN OUTLETS TO REDUCE EROSION AND UNDER -CUTTING FROM SCOURING AT OUTLETS AND TO
VALUE WITH A DEPTH TO WATER TABLE MORE THAN 80 INCHES. THEAVAILABLE WATER CAPACITY FOR THISSOIL is
A6
REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE
TYPICALLY VERY HIGH. THE SURFACE LAYER IS GENERALLYO-8INCHES THICKFINE LOAM WITHOUTA RISKOFFLOODING
OUTLETS.
OR PONDING.
658 - PACOLET LOAM - 2 TO 7% SLOPES. THIS SOIL IS WELL DRAINED & TYPICALLY HAS A MODERATEL YHIGH TO HIGH KSAT
CULVERT INLET PROTECTION:
VALUE WITH A DEPTH TO WA TER TABLE MORE THAN 80INCHES. THE AVAILABLE WA TER CA PA CITY FOR THIS SOIL IS
A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS
TYPICALLYMODERATE THE SURFACE LAYER IS GENERALLY 0-8 INCHES THICK SANDY LOAM WITHOUTA RISK OF FLOODING
SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. IT
OR PONDING
ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE
REFERENCE: WEB SOIL SURVEY ONLINE DATABASE, FOUNDAThttp://websollsurveynres.usda.gov/appMebSollSurveyaspx
ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES
TEMPORARY SEEDING.
TO BE INEFFECTIVE.
SAFETY FENCE:
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH
Ul
FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED
A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL
MIXTURE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE
MEASURE.
BROUGHT TO FINAL GRADE WITHIN 30 DAYS.
PERMANENT STABILIZATION.
PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASONAND SITE CONDITIONS FROM TABLES 3.31B AND
PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS PER THE PERMANENT
3.31 C. NOTE THAT TABLE 3.31 B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE
STABILIZATION OF THIS EROSION & SEDIMENT CONTROL NARRATIVE.
CONDITIONS; TABLE 3.31 C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS.
_
TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATEAND GROW. SEEDBED
AFTER CONSTRUCT70N IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED,
PREPARA TION IS ESSENTIAL.
FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF
THE FOLLOWING:
AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE
TOP SOIL - 2" DEPTH
3.31A MAYBE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES.
LIME - 2 TONSIACRE
FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1,000 SQ. FT.) OR EQUIVALENT NUTRIENTS.
FER7LIZER - 600 LBSIACRE OF 15-30-15
LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE.
SEED - ERNST 5311 CONSERVATION SEED MIX - ERNMX-114 (45 LBSIACRE PENNLAWN
CREEPING RED FESCUE, 37.5 LBSIACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBSIACRE
IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE
AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING,
PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYEGRASS & 15 LBS/ACRE PLEASURE
OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS
0
PERENNIAL AFTER THESE AREAS ARE STABILIZED THEY WILL BE MOWED AND MAINTAINED
PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEYSOILS, AND DOES
ON A REGULAR BASIS
NOT AID PLANT GROWTH AS EFFECTIVELYAS OTHER METHODS OF SURFACE ROUGHENING.
MAINTENANCE.'
SEED SHALL BE EVENLYAPPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER.
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY
SMALL GRAINS SHALL BE PLANTED NO MORE THAN 121 INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY
U
AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE
BLUEGRASS, SHOULD BE PLANTED NO MORE THAN j INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE
FOLLOWING ITEMS:
PLANTED FROMINCH TO z DEEP.
A. SEDIMENT BASINS AND OR TRAPS WILL BE CLEANED AND MAINTAINED IN
4'
ACCORDANCE WITH THE VIRGINIA EROSION &SEDIMENT CONTROL HANDBOOK.
SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED
B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT
ACCORDING TO MULCHING, STD. & SPEC. 3.35, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE
WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE
CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS.
GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED.
C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR
AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED
WHICHSH
CH FAILOEAREAS ABLIARE
DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE
AREAS
IDENTIFIED.
REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE
STORMWATER RUN-OFF CONSIDERATIONS:
TOP OF THE BARRIER.
D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS
STORMWATER MANAGEMENT • THE STORMWATER RUNOFF FROM THIS PROJECT DRAINS TEMPORARILY TO
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
THE SEDIMENT BASIN & TRAP. THE SEDIMENT BASIN WILL BE CONVERTED TO PERMANENT STORMWATER
MANAGEMENT FACILITIES AND THE SEDIMENT TRAP WILL BE REMOVED AFTER THE DEVELOPMENT OF THE
SPRING HILL PROJECT.
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SHEET NO.
3
•• I 1992 3.02 19921 I 3.07 0
•
' •' I , I STONE CONSTRUCTION ENTRANCE CONSTRUCTION , • SILT FENCE CONSTRUCTION OF A SILT FENCE GRAVEL
• , CURB
• • SEDIMENT _� •
III . SUPPORT) (WITHOUT . • . SUPPORT)
I
70' MIN. N2. TRENCH UPSLOPE ALONG THE LINE UPSLOPE ALONG THE LINE OF
1. SET POSTS AND EXCAVATE A 4*X47 2. STAPLE WIRE FENCING TO THE POSTS. 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH
A OF
POSTS.LTER
1 • ' IIIIII 'lil
_ II II 11=11=11 r ■ipl f I .�� •' 1
FILTER
I1CI •:.ql I� �� �'� �I:I �� �.��Y�__
'MOUNTABLE Ill �1 `�,'Iui►•,y�Ili.O'�II II �II I•V y?I`��•��'\. •
(OPTIONAL)
SIDE ELEVATION
1 I 1'jllf `mil I,� •'Ili. _ilil�lt II� - Y ' �I /I ��1'tta��f;.��..Y: �, o^p
I� � ,� �. hllt�- �PINI I � I� � .:l•��� �•��lhs►��.�q�.
EXISTING GROUND
.I Jill
!�� -I _IIIIII- _.1 'IIII ��=?s� ;►ice%'�c,l"
'`''�� ICI rI - = �__-►1` ,
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3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT
1 ••••-••••••••••••-1•• .-••� '•! ••- .•••••1 •1•••••••••-•••••1•-••• II',y • •, II Illlllli`S• ASP`. TPAVEMENT
rbd•44•dd�44•� •••b r•�.. .:.•: fyy, •,•,•••,y,•,yy12' jIN.* EXISTING FLOW TO STAKES AND EXTEND THE EXCAVATED SOIL.
•,• n ', . e• . .;:
GRAVEL FILTER
BACKFILL AND COMPACT THE
WIRE MESH
.\.nll ►•��1 'a�111 . . . . 1SOIL,Lsl. t; t. 13 ixw uf' ' ♦i►�i,���i
•1 nu.3. ATTACH THE FILTER FABRIC TO THE WIRE 1 I tfl."� ._1• i�i
�����i14111►��Irld�TRAPPING DEVICEer0'i•��b �i it �y1�7i♦ >'.
FILTERED WATER
�I��y Apllllll �li�lll �WIDTH$Irk<^ti ry 811,� i1)� •
OF INGRESS AND EGRESS �I °��.�1•s It,V: Ili. '•,g'"� a¢A .t`.'; P�' °'�I'',I=��IIIhIu. �a')!r� �.l_e�'I �, al r�i► 1� 'li '.rti "'� ^" 6rxa. _A •�•s��
v 11 v1'/ II; a J
4�1pdya' 4 I�� s k I • I ?±'
��� i �� ••`-6_, _ t'bbrrya �W �p5�1.�I A L1.,, i 1 �� ��1� �� ��nl?_n_
MIN.
i ►I "�p.. vV f� �►.. �• �I wa�r�•� • 1�1�. 19�1{1 r,�lt @9@ia II ff
•
Jill A,
Y MIN. SHEET FLOW INSTALLATION SEDIMENT
(PERSPECTIVE VIEW)
CONCR
SECTION A —A FLOW
12-
TIN
;::::•: J J I • •
_ _
imuCURB INLET
I F.�
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SPECIFIC
LICATION
y9y dr y. 11. ���''�,•-J.•+.���.������'L+�j FILTER FABRICV 11l' METHODTHIS 1 PROTE CUTTER
if
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
SECTION B—B ECTION
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
TI REINFORCED CONCRETE DRAIN SPACE WIRE POINTS A SHOULD BE HIGHER THAN POINT B. AREAS.
C
L DRAINAGEWAY INSTALLATION GRAVEL SHALL 13E VDOT #3, #357 OR 5 COARSE AGGREGATE.
(FRONT ELEVATION)
m :
Source:Adapted from _ 1 1Straw and Fabric
�,6 1 I,1 "• 1 • -•' I I Source: Adapted from ': MaMlandStandardsfor 1 Plate1 Source: I.• -I from 1 1Straw andFabricBarriers for SedimentControl, •II. 1
a'' �• 'I.I I : .�- 1. I5-2
Erosion I SedimentControl . Barriers for SedimentControl Sherwood 1 1Source:DSWC Plate1 1
111��• • • • 3.1 1992 1 • 1
3.
•
DSILT FENCE ROP INLETCULVERT PIPE OUTLET CONDITIONS •
OCK CHECK DAM
2 X 4- WOOD FRAME PROTECTION PROTECTION A 2 ACRES OR LESS OF DRAINAGE AREA:
• / �•�
ri DROP INLET I
TCOARSE AGGREGATE MIN. 3do -------------
IS' MAX. FRAME do
we OF FILL I CULVERT• ...., • .. .._ _ -IIIII 11.�,..,1 FILTER CLOTH
, .•'r ,
3' MIN,f/ •AREA WITH NO DEFINED it—` • . I .i .- •• ��IIIIL — � � �1111• ,1���� �•�'I') • • • •'••:- • _ _
IIIII •-(DOWNSTREAM
IIII 111111111
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COARSEAGGREGATE
PERSPECTIVE VIEWS-`•'•�
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RECOMMENDED FOR ENTIRE PERIMETER Cy')
STAKE '�FILTER CUOTH KEY IN -
.�:
cyi
DISTANCE IS 6- MINIMUM IF FLOW A
FABRIC� IS TOWARD EMBANKMENT ----T 2-10 ACRES OF DRAINAGE AREA: 0`1
0 ' . �. .- • �.� •.• _ -
°IIIII IIIII �`�.'����
ELEVATION OF STAKE II 1-IllllliIIII1111��
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FABRIC ORIENTATION DETAIL AIIIII�IIII _ 11111� - •-._._
-� - � �- FLOW COARSE AGGREGATE >
w.,..,.
SPECIFIC APPLICATION
;�O
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE ....
ON A -A FLOW LU
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER FILTER CLOTH KEY IN 6'-9r: REMMMENDED FOR ENTIRE PERNMER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT NOTES' 1. "RON UNING MAY BE RIPRAP, GROUTED RIPRAP, GABION
EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO OND • . . ..THENTHEN . • .BASKETOR CONCRETE
/ • \• �� 1
IN STREET OR 1
'•
ETO REPLACE SILT FENCE IN " HORSESHOE " WHEN XPECTED IKISTONEDIAMETER.
Source: N.C. Erosion and Sediment Control Source: Adapted from VDOT Standard F
Be and Design Manual, 1988 Plate 3.07-1 Sheets and Va. DSWC Plate 3.08-1 Source: Va. DSWC Plate 3.11-1 Source: Va. DSWC Plate 3.18- Source: Va. DSWC Plate 3.20-1 Q9 F ---
LESS THAN 6 INCHES. LU
TYPICAL ORIENTATION OF FENCINC AND ARMORING
_ 1
/ • I -
l
SHAPE •,
OF MID-PONT OF
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-
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NETTING PROTECTIVE COVERINGS DRIP LINE\
® _ PROFILE
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1 • :.. • - - - I 11 11lIIIIl:'III:=1I11II�II-II�IIIL II •i�'i III�'�II U11 IIIIIII III I li ��IIIIIIIIII CONSTRUCTION A • IRFQ_1
WHERE THERE IS A BERM AT THE TOP Of THE SUOPE.�• r
kf
TRANSITION BETWEENBEHIND THE
PPE DIAMETERS WHI
' BERM.011111 pop ••• ••
.- ) t�••T'1' 2% PAVEMENT -:Rim 1 ••
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• _ _ -fi• SLOPE
BOARD FENCE
ON PROTECTIVE
.-
SHARING Of MANI AND INLET INVORTS IN ACCORDANCE WITHI'-II-II L4�THIS DRAWING IS TO APPLY TO THOSE SIFIXTUPOSS SPECIFIED SLOPE TO DRAM•rp, 4,p VERING PARALLEL -VUST • ANDESS • • FULL WIDTH '
• • • • 1 1 -1-.I. •iiiii�:::::::
TRAPPING DEVICE
0 PLANS OR WHERE I OF PIPE 19 ABOVE INVERT OF AND ANCHOR SECURE-Y.
• L- 1 I - 1 • IIII .,�.��,� ._ S•::•:
MANFOL1 OR DROP INLET IS TO BE FORMED � CONSTRUCTED
IN ACCORDANCE WTH! APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS OETALED HEREON S TO CONSIST OF AIl a n. n n n iBROKOEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE
UP T MID CONSST OF STOW. BROKEN MICK.CORRECT METHODS OF TREE FENCING
MASS C
/. / /.• ----- PORTLAND CEMENT CONCRETE MIX CONFORMING TO CI.ASS A3 OR
�IIEXCEIPT TOT
IN DIAMETER
•• DRAMAGE
.
OF THE COARSE AGGREGATE SMALL REMAN EXPOSIII).
SHAUL B LEFT SMOOTH BY MEANS OF HAND TRCWEU.IW. NONE Ir 1)' MIN.
2% TO SEDIMENT
DETAILS OF INVERT SHARING AS SHOWN HEREON ARE FOR EKIWIPLE 0
PURPOSES ONLY. EACH MANHOLE OR DROP INLET G TO BE GRIPED TERMINKTIN IRAIPP?NG DEVICE
TEMPORARY DIVERSION DIKE BRING MATERAL DOWN TO A LEVEL AREA BEFORE
G THE INSTALLATION. TURN THE IEND
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET UNDER Ir AI,D STAPLE AT 127 INTERVALS.
MINIFIGURATION AND FLOW LINE& PLAN SECTION B-9
4YiN->s,l r.
ip �i 00\�0?1t.�i�il�i�li �i�i ri i•i�ii'-i li ili 14i'Yl�i'l�'ill.L•i.J.'/�[y\�\\/�\%/�j
I/IIII //,,,/ • QI \\/\//\\///
DITCH FLOW
SECTION A—
•• ,f ' ii•iuiiel pi �::IN DITCHES. APPLY PROTECTIVE COVERING
�•INE •
iih�•p°PARALLEL TO THE DIRECTION OF FLOW.
ii'ii �iiiiiiiiii•�ii�iii��dP�i:�3USE CHECK SLOTS AS AVOID
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milli
�1 II 11-11=71=1r=11-11-
TRIANGULAR
PAVED WASH RACK
ERO TROT- LEGEND
_ _x DB 4841 PG 138
cQNCRE �TO BE REMOVED / - � / / �\ \ / \ � / �
/ I I — _ — � / / / \ I SA SAFETY:FENCE 3.01HO///O/—/SF'/ONSTENTRANCE 3.02 T // I / \ \ ONSTROAD SCOTT R. LLINS�/�\/S BlLI3.03 / O� No. 35791
\ — SF-x—X—X- SILT 3.05�
__/ \ 34D \ ____ _-- O , 10 5/20/21 w4�
\ 1 X I / / / / / — / / r = — — I \ \ IP ® INLET PROTECTION / /3.07
I / / / y r— /ll�'✓
G X / / / / `� l \ �� \ \ ' ' — S CULVERT INLET PROTECTION3.08
/ TEMPORARY DIVERSIONd DIKE 3.09 I LIMITS O DRAINAGE AREA
I
TEMPORARY RIGHT OF -WAY 3.11 �
^I I DIVERSION / /
�I NJC;i D I J N DORY / / J ST TEMPORARY �EDIMENT TRAP 3.13
/ ■■ ■■■■■1 --' \\� ` C VL*E/T�EX/ACATEDV-—�
�/\\\ \ / / IF■ ■ ■/r ■ ■ ■ (♦ / / 1 \ \ \ SB SEDIM¢NTBASIN / 3.14
♦�■■ i .� * / — _ _ /_____ — _ �_\_—_—� \ OP /PILE OUTLET PROTECT(('jN3.18
TY�P 45�8 y`---/ --- ----- v i
N/F ALBEMARLE SOCIETY FOR --THE
PREVENTION OF CRUELTY TO ANIMALS TNr — • • . . . " x / /* / / / / \ \ \ £ cD / CHECKDAM 3.20 /
DB 2096 PC 111 X N Fes* / r .• / // // // \ \\\\ \ \\ \\ i TCQ HLINEA-sE-HEET�// /
D D / r / / \ \ \ \ \ �\ \ �* \ TO /TO TOPSOILIN / 3 30/
i / C/O FOUNDATIONS/ CHILD DEVELOPMENT l l ■ W ■ ■ ■ ■ - \ \ \ \ \ \ \ , / ' / /
NOTE: CONTRACTOR SHALL INSTALL SILT FENCE ■ ■ \ ,A
OUTSIDE OF THE LIMITS OF GRADING. TREE PROTECTION _ J / \ DBI2834 PC 1 / / �: - \ \ \\ \ \ \ \ �� rs rs TEMPORARY SEEDING / 3.31 Vl
�CS HALL BE INSTALLED ON THE BACKSIDE QETHESILTFENCE. Al // \ ,/ EXISTING PROPERTY LINE / r (+++++++/++, +++, + ++ + �� \ \ z �\ / / o a
r + + + ++ + + + + + ++ + + +, + + ++ + + + \ f PS PS /F'/ERMANENT SEEDING/ / 3.32 a
+1++ SOIL STABILIZATION BLANKET 3.36 O U m
\ \ \ \ DIMENT BAS DETAIL
\ \ \ \ SCALE: 1" 20' \ \ \ — J / # + +� `�+ ++ + ,+I ++ + ,+ ++ + +' ++ + ++ + + ++ i \ \ \ ' TP / TREE PROTECTION FENCING 3.38 z
\ + + + t + + + + + r + r _
���""" O F
+ DC / / DC DUST CyrvTROL 3.39 ; z
~ v+ F + ++ + + + + + + / //
\ \ Mrs\ \ \ \ \ £ , + +` + + ++ + + + + + + + ++ + + - . - \ \ \ \ \ \ VIRGIN/A EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER
• \ \ \Lu
\ \ ■ €XISTING BO/IiNDARY
.� \ — �— — ,/ \ `+ ++`+ +, \ \ \\ \ \ ■ f LI�ETOBEVACATED / ri
y+ +
\ \ \
IRE
SF
} + ++ ++ } ++ ++ } ++ \ \ V A \ w/RED ■ ■ _ - - _ - _ " �. -r.
r. - w
+ + + + + + + + + + + \ _ E STI G E TRANCE TO BE MODIFIED I .`' I SUPPORT / 'r�Y � � +
R NEW ACCESS TO DEVELOPMENT
O P 1
85' ---- QUICK SAND, KEEP OUT - w N
+ + + + + +
+ } } } \ \ \ 33' SWM \ \ / /. BERKMAR DRIVE _ N
f / o
}+ + + + + \ \ \ \ FACILITY \ f \ _� - - - _ v'
I \ +} + + + + ++\ \ \ \ • rISTING (2) �4 RCP I -
\ CULVERT PIPES
+ + + \ \ ---- - _ ��xxxx_x - x xxxxx
/ --- xxx%.,% I/
0
+ �+ + j ■ \ \ _ _ PROPOSED LIMITOF PAVEI JNT-' i i - _ - w _ x x
I +�+� 1 I • . ■ \ - MILL & OVERLAY = xx
(c j
BM
+ \ \ EXIST G CURBING TO BE REMC)V€D \ \ \ �O Ix x x II ■ N
OR T RN LANC�NIODIFICATIONS - _ .- - - - - x x N
�X X -�� " / / - - - - - I NOTE: THE PROPOSED LAND DISTURBANCE ON
THE SOUTH SIDE OF BERKMAR DRIVE IS FOR THE co z
— — —
XX,� CONSTRUCTION OF THE SANITARY SEWER LINE. - _ - - - - �x x
X X X—X—X _X X — / z
CIP 00p _ - - PRDR05E�25' WIDE CLASS-1 12If3ft�P� W PR P�1$ED.SAFETY FENCE' . - - - - - - I / / / I \ - .I x „ x I LLI � w
EMERGENCY SPILtWA pl,
_ KEEP OUT" I / / TMP: 45-212E I x I O
_-- UNDER - 2� 4:1SI SAND, / \ TS N
QUICK / / / \ OWNER: CMAHON, BRIAN J & / N Q J
\/ & CRE / / \ �TEPHEN D VON ST EXISTING 12" WATERLINE
s NOTE: SEE SHEET 5 FOR SEDIMENT / / / \ \ \ Z 0
L'W, BASIN CALCULATIONS / / / / \ \ \ / I Q Lu a
_ NOTE: THE CONSTRUCTION OF THE SANITARY / L�..
SEWER LINE SHALL BE PERFORMED IN DRY / / x x I EXISTING 20' SANITARY -
w WEATHER AND SHALL BE COMPLETED IN A / I SEWER EASEMENT L1_I Z
G- PHIC SCAL I GRAPHIC SCALE \ \ x x x \ Q
�lsier�i / / TIMELY MANNER WITH STABILIZATION \ DB.523z, PG.243-z56
30 0, / 15 \ 30 \ 60 \ 120 \ — MEASURES INSTALLED IMMEDIATELY AFTER II ; 0
— 20 0 10 40 e0 x \ \ / / / \ \ THE INSTALLATION OF THE SEWER LINE. a�x x I Z
% \\ // / \ LIMITS OFDISTURBANCE/ Ix W J
\ _ x x x x / \ ( IN FEET ) \ j I z
WITHIN PROPOSED x xlx ~
— — x x x x x \ / , 1 finch = 30 ft\
eh 0 ft.— x x x x \ / / I / \ \ \ 20' SANITARY I x \ w
\ g \ I SEWER PG ENT � x % I C�
MATICHLINE 6 SEE TH S SHEET`` I
x �I z
G Q
\ \ I I I I J �,, \ LU
N x I D 2 V)
' \ C
I I 11 \/ U
x S x\x L 1
x I � x�% � 1.� °�S
x II \ x W Z
\ \% x II �� x \III F— 0 0
i \ TMP: 45112 x x II -
- OWNER: STUARD R WOOD JR & r�rrv� / / / / x ' I BM x x \ TMP: 1126 D 0
ROBIN MARIE WOOD /I L ITS OF DI�S�fURBANC� 9.93 AC / / x x I I \ 'xxx I OWNER: B PROPERTIES, LC U) J 0
wx/ x III �\ 1 x x II _
x I \ I x\x x III Lu W
\ _ _ LLI / l \ \\ / / / // / x — II — — — — \ JJ11 Lu
> —
TMP: 45-11zG / SP / x
OWNER: HG LAND, LLC \\$ J//'/ i / /// /// // / / x x x x x - Ii / \�\ xlx \� 0 W
ex xxxx .%%%"fix / I I 1` ) \ U) V)
x� .-r�-x�x/„ x x x x x _ I / SF x c \III Q
x xxxx xxxxxx/xx / I I
x xx
ITS
/// x xxxxx/xxxxx/xx \ gl I I xP IIII w =
_ Ix xxx /x� ��� / xxk II
xx �x�xxxxxxxxx x;- >/ I � � / x;lx III II � �
xxxx /
\ xx xxxxx xxx `
/ PS / �\� r / xx xx / x.xx/xxxxxx x �� 1 / / xxxx III DC
/xxx�xxx�xx J I / / I I PS Q
/ DC ✓xxx —ems I I / 7 x I U U--�
/ x x/xx �x x x x x I TMP: 45-112 /
\ 1 x x x x x x x � %x % x x"x x ..�, x x x �x x x x x �� �� EXISTING zo' SANITARY I I OWNER: STUARD R WOOgJR &/ / x I I �' O
OP ELF 41 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 x x x x x x x x x x x x x /x x x x /xxx /x SEWER EASEMENT ROBIN MARIEW/OOD / / / / III O
x x x x x x x x x xxxx x x�, x x x x xxxx x x x x x� x x x - DB.5232,PG.243-256 I II / / / / x I I N
- - - EXISTING OVERHEAD TMP: 45-112C x II
-__ - - - - - - - 1 I / / POWER LINE OWNER: KEGLERS OF I
CHARLOTTESVILLE I I g I // I II x IIQ
- _
NOTE: THE LIM�TSOFI?ISTURBA.NCE I I I u
0 Lu
ARE LOCATED ALCING THE EDGE I x I 'ra
OF THE SANITAPY SEWER EASEMENT. / x 1 a In
/ ✓ - ` - -iiI EXISTING SIANITAf Y SEWER �SMT J / x
II I JOB NO.
_ GRAPHIC SCALE
I DB.§23zPG.243256 I x /I 182152
30
0 15 30 60 120 I I \x x xII I
I I \ / SCALE
30
IN FEET) I I I I SHEET NO.
I MATICHLINE g - SEE TH S SHEET,
/
1 inch = 30 ft. I \
/ I 4
\ \ - - - / \ Sediment Basin Design #1
TMP 45-76D / \ � \ NNY'NSKLYMY CREST OF EIFIT.EXLT
Div BERM\ BRANDT, JOHN E B / GRAPHIC SCALE ` \ """° �' ' TH
w CHAIN LINK FENC _ _ - - - / \ \ drainage area (acres) 7.7 * DESIDN XICX WATER 0
\ - L HAVE A \ w - - -DIT 1628 PG-728 / - \ basin volumes: (using 2 contour intervals) �W "� " o"" °`°
TO BE REMOVED 30 o yz - -30 60 120 \ °„ j
F 2% �w \ � � � � / � � \ elevator (ft) contour area (sf) volume (cy) ______
` ` NOTE: EXISTING ENTRANCE TO BE , _ _ _ _ _ _ / \ 518.00 2647.0 0 '° NNER �T
-TKP 45-84 & 45-8 2 / w\w \ UTILIZED AS A CONSTRUCTION EXISTING/ENTRANCE / 520.00 3703.0 234.1 °�' �°"�r � N SCOTT R. LINS�Z
N/F-60XMONWEALTH OF/ \ \ 522.00 4867.0 550.5 O Z
ENTRANCE FOR PHASE I & II. TO TFfF OPERTY / ( IN FE ) \
VIRGINIA CI-0 VDOT RIGHT / �� - - - 1 _ - _ - _ - - - TMP 45-76 / / \ \ / 524.00 6146.0 957.5 U No. 35791
- 1 inch 36, ft. \ \ 526.0 7535.0 1463.3
OF WAY SECTION \ w w/ WIRE \ CTOR SHALL LATER WEBER, LEWIS A LIVING TRUST/ \/ �N�� DwD .0 4
DB 1821 PG 605 �l 1� ■ "�\ "� SF SUPPORT \ DB 4998 PG 441 - \ \ \ e� SiDcRe�m m ✓�0 5/20/21 l� z
x w \ IN OMINIMUM // \ r ��3 G
\ w / \ PAVED CONSTR ION / / / - - - - - / wet storage: SIONAL E� of
PROTELIMCTS OF TREETION AND �• k k X X X \ w�w ` CE \ ENTRANCE WITH WAS RACK. - / - \ `\ I dewaterhg owet storage e5ceele(vation(ft) 521.3 top ofndalm(ft ter 524.50
526.00 Z
k WASHRACK TO OUTFALL NT
\ wet storage provided at this elevaton (cy) 516 top width of dam (ft) 10.0 w
TREE CLEARING - I / \ k\ � w\ SEDIMM TRAP#1� ---_ / / �� / \ available volume before cleanout(cy)(34'DA) 262 bottom ofbasin (ft) 518.0
cleanout elevation (ft) 519.9 approx bottom dimensions: 33')65' In
• x8 BUILDING • \ kkk w CONCRETE WASH / \ distancefromcleanouttoorifice(ft)(>1') 1.4 upstream face slope: 2:1
TP • • I / 3T 5' k k k AREA downstream face slope: 3:1
<. TO BE REMOVED k�k\ / / - A TMP 45-76B dry storage:
•� / / / DD \�k\ k _ y \w / / I JOHNSTON, JACOBA KAY \ \ dry savage required (cy) (6TDA) 516 baffles: hl0 °
DC . �1 \Y` k X // // DB 3677 PG 444 principle spillway crest (ft) 523.5 length of flow, L(ft) 109
I k / dry storage provided at this elevation (cy) 435 effective width, We (ft) 52.8
. CONTRACTQR STAGING I \ - k / / / diameter of dewatering orifice (in) 6.0 L'We (baffles required if<2) 2.1 0
. : TORAGE, & MATERAIR L DELIVERY(0B\ k\k\ w - - - /SF W/ WIRE // collars: YES
_ diameter of Flexible tubing (in) (orifice+2") 8.0
I �� a� \w SUPPORT / / runoff: depth of water at spillway crest (ft) 5.5
.VP` , \ \ / C (use 0.45 for bare earth) 0.45 slope of upstream face (Z 1) 2 i
1 LOCATION OF I w / to (mn) 11 slope ofbarrel (Sb) 1.22% y
\ w /7 1 2yr 4.0 Q Tyr 13.9 length of barrel in saturated zone (Ls) 34.69
569.9 --570- . • PORTA-POTTFFS \ 125yr 5.8 Q25yr 22.1 number collars required 2 a
\ w / x5 yr storm elevation = 5�4 i4' dimension o U / x \ 1 \ permanent collars 3.7x3.7'
\ w principle spillway: 0 < s
. OCATION OF / >3 \ \ • \ _ O'D \w available head (ft) 1.00 emergency spillway: YES Z
DUMPSTER �� x1v \ LIMITSOFEXISTING PAVEMENT/ diameter 48 required capacity(Q25-Qp)lots) 0.0 o
• I 65 B 1 . ,S,G, �;(� \ RO,4� \w i spillway capacity, Qp (efs) 40.0 bottom width (ft) 25 O U m t
diameter trash rack (in) 72 slope o exist channel (ft/ft) 33% U 3
• € LOCATION OF z. .. ._�\aY.� �� w barrel length (ft) 118.99 minimun length of exit channel (ft) 35 /w LU Ln 0
. �. APPROXIMATEL CATIONOFWELL FUELING AREA 1 ��� _ \ / headonbarrel through embankment (ft) 10.0 crest of spillway (ft) 524.5 v' Z <
ST1 i�\ w diameter of barrel in 18 NOTE: VDOT CLASS I RIPRAP EMERGENCY SPILLWAY w/GEO-FABRIC 0 Y
PER DB yt2/+, PG 15 ; TO BE REMOVED RWD ♦ - ` \ \ \ / / �. UNDERLAYMENT(DEPTH=?')PROPOSED x5 YEAR STORM EVENT DOES `� h
1 .. \/ \ \\ / �•1• .' Sediment Trap Design NOT EXCEED EMERGENCY SPILLWAY ELEVATION. > / 1 • > wEn Z..
• 1O'x32' TRAILERS x2 . - - . -x > \ \ drainage area (acres) (<3) 1.62 W o
\ / l PROPOSED SAFETY 1 -I \x \ \ tra volumes: 8.0 TO BE REMOVED
�- 3 x8 BUILDING ` �` eSA .• . p WiGNLL REST DESTOXEMIR3 4' � �\ / FENCE AROUND\ . ■ ■ ■ ■ ■ I \ \ SF elevation (ft) area (sf) wlume(cf) volume(cy) °Ra,"D c
TO BE REMOVED \ 1 SEDIMENTTRAP `\\ 11 1 / 559.00 751.0 0 0.0 E. a 0
11 �/ � 1
• • `/ . ( -- I ♦� I /\ 560.00 1104.0 922 34.1
� E 561.00 1484.0 2,211 81.9 DRY sr°RUE . ' o`
"
I LIMITS OF EXISTING \ _ \ \ 562.00 1890.0 3,894 144.2
l CEMETERY LOCAT ON F .� "\ 563.00 2322.0 5,996 222.1 MT STORAGE °
RAING U(�E LIMITS OFPRAINAGE AREA
\ • / \ \ .. I I O SEDIivyENT BASIN #1 + \ w 564.00 2778.0 8,543 316.4 «xuvArzD> MEER
OK
\
/ AND SED�MENT TRAP #1 14W
I\ TS 1 \pY wet storage: •s¢ Dure 113-1 mxeE rwNsuE•• cuss i ERw.F
567.2 �. \\ •..O = - / / \\ 0,01 �i - - - I - - S �..\/ wet storage required (cy) (67'DA) 108.5 c
bottom of stone weir (ft) 561.50 °
TO
HAIN LINK FENCE �• /� I 1 wet storage prodded at this elevation (cy) 108.5
CONCRETE
STOCKPILE PIPE slope storage 2:1
\S \ 1 ■ ■ / I BE REMO:F� 1� I - P g
�9 BE REMOVED EXI ■ / I I weir length (ft) (6xDA) s.7 0
+ \ �� TP �HAINL fEE yTOII ■ ■ ■ / / TO BE REMOVED / dry storage: bottom of trap elevation (ft) 559 °
G+ ■ ■ / / ^� d storage required c 67'DA 108.5 bottom trap dimensions: 10k73' o
AINL NK FENCE TO / - 7SOIL�BOU
� � dry g q (v>( ) P
x \ ENCOMPASS EXISTIN / / / / i
I 11 � I ENCOMP SS EXISTING / � � � crest of stone weir 563.0 top ofdam elevation (ft) 564
.� \ I CEMETERY I EXI I / / / ` D C ` dry storage provided at this elevation (cy) 113.6 top width ofdam (ft) 10 w rr4
566 r \ na CE ETERY / EXISTING BOUNDARY i I -` - - - ` slope of dry storage sides 2:1 op trap dimensions 31k91' ¢ o
N I DNTRAUD 1 • i Y YYY I \ / s6� OE7 / / LINE TO BEVACATED / I / \ NDARY ` ; 562-
INTAIN POSITIVE SLOPES \
AI IVERSION BER 565.
I THIS ON.
\\DIVERSION BERM
51+ALL HAVE A MIN.
\ SLOPE OF 2% /
\ LIMITS OF \ BANCE=9.69AC F
\ TMP 45X 6A
\ N/F COMMONWEALM F VIRGINIA
\ RIGHT OF WAY DI RSION
\ DB 2014 PC 2
540
LINE (TYP.)
LIMITS OF EXISTING _ _
DD \ CEME,TERY j /�j/_ _ 7� I �� \ \ �x�� -`6O� ♦ \ / * ` _ \\ w
B/UILDING65'x9o' LOCATION OFF ♦ /I I \ \ \ •0)
TO BE REMOV STOCKPILE -AREA
0CBE ENCOMPASS°WITH SILT FENCEEMUMPSTER TO SF
3
/ / / BE REMOVED / /� / / / \ \ / C)7 N y
* x 6' BUILDING CONCRETE TO / / - / f1 Ih- 0
0' 5 / \ Sig / / ( LIMITS OF TREE 1 / N a
` T BE REMOVED BE REMOVED / / / �;�X �<"
• \ CHAIN LINK FENCE Q / / / / / / / / 50 L DESCRIPTION TYPJ / / \ ROTECTI RI AN� - - - _ _ / o
/ 0/ / / L ( - 1- / REE CLEARING - �- z >
�L�ONG PROPERTY LINE � / / \ � z o
TO BtREPtLOVED s�6� - / / / / / / / / ` 1 / / IWP 45-82 N Q o
N/F BROWN, M41ILYNNE, UNDINE HUNT, p w J
* STORAGE CONTAINER / / / / DRAINAU�E AREA TO/ / // 2 C \ _ ` \ ` - / \ DENSYE BR N & EBONY CARTER W OD
\ TO BE REMOVED / , / /� / \ \ DB02 PG 606 N J
\ / SE ENT BASIN 1 / \ / ♦ \TP \\ N
W Q z
6.49 ac / /// / -' \`�\ \ \1 /// \`\ LNTSOFDISTURBACE=�9.9 2 p--w o
Z Ld Z
DC FLOW ARROW (TYP.) �522 _ J Q °
CONCRETE TQr`BE REMOVED
CONSTRUCTION DEBRIS / / / / \ \ 1 \ I • _ - U) Q c
TO BE REMOVED / / ` \ \ 1 \ • - - W _j
XISTIN
535
GRADE
535
-PROPOSED
G
ADE
530
530
BASIN RISER STR.
TP=523.50
INV OUT: 516.00
525
DESIGN HIGH
ELEVER 2 o Q
5 4 5
TOP OF DAM
ELEV=526.o
6" DEWATERING ORIFICE 525
WITH 8" PERFORATED
PIPE. ELEV=521.3
48" CONCRETE RISER
ELEV.=5 1. 72" TRASH RACK ON
�
v
520
18"RCP
OUTFALL PIPE
S=1.22
RISER JLO
TO PREVENT FLOTATI N THE
BASE SHALL E FIRM Y EMBED
6"INTO AN 4" THIC REINFO
CONCRETE FOUNDATION THAT
9'xV, AND BURIED BELOW GR
515
515
INV.OUT=514-55
INV.OUT=516.00
I I
CONTRACTOR SHALL INSTALL
EMBANKMENT IN ACCORDANCE w/
510
THE DESIGNS SHOWN ON THIS SHE
T.
510
RIPRAP OUTFALL PROTECTION
L=20', W=12', D=2' WITH GEOFABRIC
UNDERLAYMENT
\ : / / / 1 II II / / - 1 - - \ \ I • TMP 45-82A Q Ul a
N/F THIRD MESA LLC \ � °
/ / 1 1 II II / / / / / / / 1 L _ - \I `\ f ` D • DB 4841 PC 138 U /
vv�vv�/ 06
0 g
LLJ >
CONSTRUCTION DEBRIS \\ \\ \
TO BE REMOVEDUl \ \ I J O Z
/ / TMP 45-81 � r
\ �`/ // // (\' ///I 11 1 N/F THIRD MESA LLC w I� w
\ _ x -/ I / / / / CQNCRE Fr TO BE REMOVED / \ - / //// / \\ \ j / \ DB 4841 PG 138 � w w
Li
J
SIF
RISERZ\\ I //\ 34DI ---- - e
oUND. / / I LIMITS OF DRAINAGE AREA/ is 40
c3� I //// /1 \ \\\ \ I �� - -. �� v//\ �\ \
CN
■ ■ `■ r- - - \ \ � I � �I6G'B�U1Nq(aRY
/ / 1■■ \\�, �L1NET�EX/P>ATED -���/ ` 1 `\ \ \\ �\ �\ E
TM 2
F ALBEMARLE SOCIETY FOR TILE X / *�Jr �1 / / / / / \ \ a Ln
NTION OF CRUELTY TO ANIMALS \ ` \ \ ` °
DB 2096 PC III X / NSF F*/ / x 11 / // // // \\ \\\\ \ \ \\ \\\ ` ATII CHLINE-=E=HEET4�\- - - 3oBNo. o
�v _rr / / \ \ \ \ �\ \ * 182152
NOTE: CONTRACTOR SHALL INSTALL SILT FENCE DD / C/O FOUNDATIONS/CHILD DEVELOPMENT l l ■ ■ ■ ■ ■ ■ ■ ■ _ _ \ \\ `\ \ \ \ \ \ �� SCALE
DB /2834 PG 1 / ■ \ \ \ \
0t50 1+00 1+50 2t00 OUTSIDE OF THE LIMITS OF GRADING. TREE PROTEC�OAI \ `1k \ 1" = 0'
HALL BE INSTALLED ON THE BACKSIDE OFTHE-SICTFENCE. T/ \ // EXISTING PROPERTYL/INE / r (++ ++++/+ 1J \ \ �\ \ 3 a
PROFILE SCALES - - - - / + + + + + + + +✓ + + + + + + + \ 2
_ / --_- SHEET NO. N
SEDIMENT BASIN SECTION 1"=s(v) -- ---- / _ SF �
1"=50'(H) / /--- ---
\ _ x DB 4841 PC 138 /
v TH
\ � . \ • I / � � I — `1� : x i , II \ �t1 . I - / - '34 34 �\ II / / � OF �l
� �
LOT 32 / \ NOT :THESE(2)INLETS WI BE CAP ED /
r \ \ u \ i SC( R. LLINS�
UNTI THIS AREA IS STA IZED. CE
13I4 /
/ / LOT/36 LOT 31 / / / `� ��111� LOT 27 \ THE C IZA1P ANID HA O THEE ET D EGR GRATE. / U No. 35791 a
I L x 4OT 41 L To LOT g LOT 38 / OT 37 / / — _ _ — — \ — — — — — / 0�o��s IOXAL5/2 2 1 Gl ��
4 I 1 I UPLA D DIV1 RSION ER / / D� r — _ _11x e \ I� _ / / — ,� \\ / / SIONAL Eli
I 0 I I TO PR EQT SLOPE / / ■ a k a or �, v V /
\ I FOR S yLIZATION
,`—__ .x. x:X �, ■�I.i�` x x, x ,:.' \ � �"` x�rxxx�_a.�y ,xxi .��'— �;;\ w \ \ L�2g�\ ,
_ xx .� P-x �°�x . `� : y> r xi x ' x,� x �� 1w � / II \ •_ / /
N/F ALBEMARLE SOCIETY -FOR -THE
PREVENTION OF CRUELTY TO ANIMALS INZ
r , �I x
DB 2096 PC 111 X N F * / I / % x x ✓ . x x, � i If uF � \ L
/ r / � j^ \ \ \
NOTE: CONTRACTOR SHALL INSTALL SILT FENCE �IESE (5) INLETS WILL BE CAPPE C/0 FOUNDATIONS/CHILD DEVELOPMENT l / TO / / I4 \� \ \ \ . j� \
_ JdNTIL THIS AREA IS STABILIZED. ONCE DB%2834 PC 1 / /
Al OUTSIDE OF THE LIMITS OF GRADING. TREE PROTECTION STABILIZATION HAS OCCUREp, REMOVE / / I„ \ /
HALL BE INSTALLED ON THE BACKSIDE OF TH�SILT FENCE. THE CAP AND INSTALL THE INLET GRATE. \ / EXISTING PROPERTY LINE p/S l ' �I \ . 2 / / Z o
_ - �rl
U m
\ \ PROPOSED SEDIMENT BASIN DETAIL / \ I ui \ \� \\ \ , / / ~ W Uri
\o \ \ SCALE: 1" = zo' + \ i \ z
\ \ LOCATION OF C�NCRETE \ i iil \ \ \ / / H o r
\ ��� ` \ \ \ WASH �UTAR \ / / U)
II \ ��s / - \ \ \ \eSF
WITH WIRE
�II - \\ S • Sys \ \ \ s \ s f 1 I \ \ \ \ BACKING
� _III A \ i I / �► _ _ - _ -_ -- ___ ---
-------------
85
lil
SB1 \ \ \ / "�—mow W N
sWM
° w � o
\ \ \ \ \ FACILITY \ @ \ / v w w i BERK• "R.. — Ln
\ w/ WIRE - - _ - -
\ \ SF BACKING _--_- /_ _-�
oQ \ — s _ ---- — _ _--` ---
■ w — - _ PROPOSED LIMIT OF PA
�.� ■ ■ - MILL &OVERLAY M
N
l \ " ■ ■ ■ \ - _ — — \ - / NOTE: THIS (1) 24" PIPE WILL ESE LED \ \ \ I \ THEDOT LED WITH PLOWABLE ILL I NOTE: THE PROPOSED LAND DISTURBANCE ON -
- LH_ TFALL
HER PIPE WILL LI EDIF R
E SITE OU THE SOUTH SIDE OF BERKMAR DRIVE IS FOR Ti � Z
- NOTE: RELOCATE THE CONSTRUCTION ' - CONSTRUCTION OF THE SANITARY SEWER LINE. - - -
___------ 01
ENTRANCE FROM THE EXISTING ENTRANCE / / + Z
BRIC PROPOSED SAF WARNING ON WOODBURN ROAD TO THIS LOCATION OFF I I I p w J
INSTALL SIGNS BERKMAR DRIVE ONCE THE CURB AND GUTTER I I I I TS N
J - - - UNDERL�YMENi6TH - 2') 4.1 SIDE DICK SAND, KEEP OUT TMP: \45 11zEg AND BASE PAVEMENT HAS BEEN INSTALLED
Q v \ OWNER: (\ACMAHON, BRIAN J & / Q
ba. w PES & CREST E .50' AS SHOWN. / \\ y EPHEN D VON ST \ N z O
o. w KMAR �Rl V _ I / / \ \ \ NOTE: THE CONSTRUCTION OF THE SANITARY } x I � w F_
w ��� \ \ \ SEWER LINE SHALL BE PERFORMED IN DRY / \ I EXISTING zo' SANITARY
WEATHER AND SHALL BE COMPLETED IN A I SEWER EASEMENT W Z
/ GRAPHIC SCALE\ \ I \ _J Q
—w GRAPHIC SC / / \ \ \ \ TIMELY MANNER WITH STABILIZATION x \ DB.5z3z, PG.z43-z56 J
6 zo o zo ao 80 / / 30 y 15 \ 30 \ 60 \ 120 - MEASURES INSTALLED IMMEDIATELY AFTER z V
_ THE INSTALLATION OFTHE SEWER LINE.
Cl) Q
\ LIMITS OF DIST_UUBANCCI I I w J Z
NOTE: SEE SHEET 5 FOR SEDIMENT \ — — / , / \ IN FEET \ WITHIN PROPOSED I = \
BASIN CALCULATIONS _ 1-incr= 20 ft.— 5 \ / / I / \ \ \ zo' SANITARY I \ ~ w
\ / 1\ inch = 30 �t. I I � 5
SEWER EASEMENT - - \ OJ C�
\ I MATICHLINE - SEE THIS SHEET``
C LL C? i OZS
� Z
Lu
Ti -112
0
OWNER: STUARD R WOOD JR & --//,�v-rv� I BM ^I N \II TMP: 45-1126 O
1 \ \\ ROBIN MARIE WOOD I LITS OF DI/S/fURBANC79.93 AC Q I \
I \ / .�N / / I � � \ \ I OWNER: B PROPERTIES, LC � � J Q
ol
LLl LU LLJ
/ / / — \ �� Lu
TMP: 45-11 \ / / / SF / * - I
OWNER: HG LAND, LLC \\$ J �' / / / / / ,/ s 5 / _ gi / \ \ 1
W
SF I NI \III Vl
ITS
---- __ -
^w^//
/ PS—,� '�iilllll Ps
/ DC // /�" tee— I I TMP: 45 iiz I / // / / III < CIO
w
�� x� ' ' ■ x Y x ��— S / / ��" L OWNER: STUARD R WOO JR & / I
\ 482 x— s ■ , r x �� / �� T / �� EXISTING zo' SANITARY I I ROBIN MARIE WPOD / / I I O
OP� �s �— s s� /
EL �- 41 s�i_ � SEWER EASEMENT I P / / / / " I � O
N� OUT=\ s *_■ , , ■ - ` s D6.5z3z, PG.z43 z56 Ig l I / I g N
_ I I I I II
C' - _ EXISTING OVERHEAD Ti 45-112C € I
_ x _� - - _ I / / / POWER LINE OWNER: KEGLERS OF
N_
CHARLOTTESVILLE
NOTE: THE LIM TS OF DISTURBANCE NCE I I I w
ARE LOCATED ALONG THE EDGE Lu
I OF THE SANITA Y SEWER EASEfv)ENT. I I
i ✓ - - - _ -�i EXISTING _r SSAqNITARY SEWER ESMT J
I JOB NO.
GRAPHIC SCALE 7 g I I DE. §232 PG.243-256 I / I 182152
30 0 15 30 60 120
\ I II I
SCALE '
O
) I I MAlICHLINE O
-SEE THUS SHEET x \ I SHEET .
IN FEET 4
I
1 inch — 30 ft.
i
i I
TMP 45-76D
` \ \ ` DIV BERIN\w`� BRANDT,_JO_HN E B / / \ \ \ \ NOTE: ALL YARD DRAIN INNS WILL BE CAPPED
\ \ — L HAVE A \ w \ — — — — —DB- T6 8 PC�2fi — / _ _ �\ \ \ UNTIL UPLAND AI2EA5 ARE STABILIZED. O�1�E \
\ \ F zp/p \w \ — \ / \ / �\ \ \/ STABILIZATION HAS'OCCCURED, REMOVE
\ TIi- CAP AND INSTALLT EINLET GRA�E\
'TfflP 45— & 4 ����� / w\ �� \ -- — — — —' �� \\ \ \ \ \\ SCOT'
N F NWEALTH OF �\ \� w w\ ` NOTE PHASE III - EXI ING ENTRANCE TO BE REMOVED. / \ \ \ \ \ \ \ � � \ � � U No. 35791 �
`� \ _ / L CO\N$TRUCTION ENTRANC TO / /
VIRCINIA 0 VDOT RIGHT _� w — _ _ _ _ _ _ TMP 45-76
�x a" `S6 w — — — — W WIRE BER IVE AS SHOWN ON SHEET 7. WEBER, LEWIS A LIVING TRUST/ \ \ \ \ \ ` .4 5/20/21 tv4'
OF W SECTION / SF / \ S \ \ \ \ \ �o
DB 1 1 PC 605 �_ w SUPPORT \ / \ DB 4998 PG 441/ / — — \ \ / \ \ \ �Ss Rol
. x / w / \ / \ ZONAL E
LIMIT OFTREE w
PRO ION AND / LOT •., \ kkkkkxk \w� --—�/ \\\ \� \\ \ \\ \\ \\�\�\
TREE LEARING_ _ w
■ TP I / «• \ S NOTE: THESE (4 NLETS WIL BE CAPPED / TMP 45-76B \ \ \ \ \ \ \ \ \ \ \
{ / LOT 6 / X> �, UNTIL THIS ARE ISST ED. ONCE "" / \ \
■ / 5 I \ TABILIZATION 0 CURED REMOj/L/ / / I JOHNSTON, JACOBA KAY \ \ \ \ \ \ \ \
■ O — — OTE: ESE (6) INL S WILL C P E CAP AND INSTALL THE INLET GRATE. // / \ \ — DB 3677 PG 444
■ IP NTILTH REA I TABILIZED CE
STABILIZATI HA CCURE REM E
■ » — SF w/ WIRE
■ THE CAP AND I LL E LET GR$ / I A \w SUPPORT
ip *awl
\ I \\ •� `�� — ��0 8 �P 45-75 \\ \\ Y
■ TO / ' s s \ OT 8 �6 \ \ \ ,>> SRN ROq s w\w LIMITS OF EXISTING PAVEMENT / \\ WEBER, DB W4 98 LIVING
IV433 TRUST \ \ \ \ \ \ \ \ \ O j
Ln
/ I W \\ \\\� PS /� �\ �`\\ �62 w NOTE: THESE )INLETS ILL ECAPPED \ \\\ \\ \\ / v, z Q
m _
■ / t 11_ ; \ �— — _ — r�� _ r �\\ \w UNTIL THISAEAISST ILI D.ONCE \ \ \\ \\ '..' 0 F
s \ LOT ♦ _ STABILIZATION HAS O CU ED, REMOVE \ \ \ / \ \ m z
IP 1 s �� 9 / IP 6 •♦` \% DINSTA T EINLET GRATE. \\ \\ / w
' OTE: A NT DECORATIV. NCE WIT \ / IP ♦♦ # \ \ W cc
LOT A ESSt ALLB NSTALLED / IP ♦ \� \ \ \i\
L 3 A PY,SEE E FI L \ / I ♦ " \ \ \ \ \ •+
E PLA D D UTILIT L�3o / ♦ \ SF \ \ \ \
S�NT\ \ w \ \\ \
I Kill. EXISTING � � - • • //
l \ LOT z \ A 6 LOT 11 / I P
/ \ LOT 13 LOT 14 LOT 15 LOT i j
LOT z I 1♦� \ \
LOT 1� / / — LOT i7 s / ♦ \ \
b ---- / P ♦1 \
i56 v ♦ — A
PS ______ \ \ \ NOTE: CONTRACTOR SHALL INSTALL SILT FENCE
HAINLINK FENCE 3 C TO LOT / ♦ T I s
P \1
I
� �NCOMPASS EXISTINGI / HAINLI FENCE TO / ' , / ` � � �� � TSIDE HE LIMITS OF GRADING. TREE PROTE TION
o
e
I
Jv,
111411
L9
CID
cyi
co
CN
_ • • aY•` oea . • •
I�I1 will
Lu
• ®I�+VAIllI lip•, s ee. ME
u•
01171
.�1•�i i� 'J� rye" � •�® •. r a.' _ ��
m gp0sm U)
ul
:W— � Mw
INN ui
E �
-�► �P ,, ■ ■ , �.1 �1
LOT 32._ •
• • -.� �, .�� r • r •
LOT -vow No wil 91
�� • • o • • 1 NirLrZW�' s '' 1CD
CD
� •�_�s���_�� ,���' _ —. ���:caw �--,.��' j; 'g� � _� �;r� �ii., '1Y Ir. 1TT v
341.11"m
i,�d":�;--'a-���i �� '� �Di:�■
/s.
III
s. • • � • • • ••„ • • • �� � t � � I� �,'� Ind_ C\���+�' - _ _� � �
APPROVED:
Pre -Development Impervious Area Summary
AMENDMENT #2
PRE -DEVELOPMENT SWM PLAN:
(DA A- Water Quantity)
Existing Buildings & Debris 8,000 sf
Existing Pavement 10,250 sf
Existing Gravel 45,525 sf
63,775 s1
(DA B & C- Water Quantity)
Existing Buildings & Debris 15,150 sf
Existing Gravel 111,000 sf
Existing Dirt Drives 30,550 sf
156,700 s1
(DA D- Water Quantity)
Existing Buildings & Debris 7,625 sf
Existing Gravel 22,375 sf
30,000 sf
Pre -Development Impervious Area Summary
(Water Quality- Boundary defined by limits of disturbance)
Existing Buildings & Debris
30,775 sf
Existing Pavement
13,400 sf
Existing Gravel
178,900 sf
Existing Dirt Drives (Excluded from Quality Calcs)
sf
Existi ng Sidewa I k
2,350 sf
225,425 sf
COUNTY OF ALBEMARLE
Department of Community Development
Construction Record Drawings (As -built) for VSMP
The following is a list of information required on construction record drawings for
stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
construction record drawing be prepared by someone other than the designer. Please do not
provide design drawings as construction record drawings.
A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but ate not limited to the following;
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvertlpipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
sections and linings.
10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
must be within platted easements. Provide copies of recorded documents.
11. Guardrail, fences or other safety provisions - Display the constructed location of all safety
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
design,
12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to
material types and depths. Include inspection reports, boring or test pit reports and materials
certifications. Biofrlter media must be an approved state mix.
13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable.
14. Compaction reports are required to verify fill compaction in dams.
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
2016 ROAD & BRIDGE STANDARDS
NOTES
DI-7, 7A, 79
1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
B
B
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
A+
AND SPECIFIED ON THE PLANS WILL BE
MEASURED FROM THE INVERT OF THE OUTFALL
PIPE TO THE TOP OF THE STRUCTURE.
PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
FOR ESTIMATING PURPOSES AND THE ACTUAL
- - _ _
_ _
DIMENSIONS SHALL BE DETERMINED BY THE
CONTRACTOR FROM FIELD CONDITIONS.
MAXIMUM DEPTH (H) TO BE IT-8.
PLAN
I
3.
PLAN
WHEN SPECIFIED ON THE PLANS THE INVERT IS
(COVER REMOVED)
TO BE SHAPED IN ACCORDANCE WITH STANDARD
A-4'4" (12" - 36" PIPE)
(COVER REMOVED)
IS-1. THE COST OF FURNISHING AND PLACING ALL
8-Y-O" (12" - 36" PPE)
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
A-4'-10" (42" PIPE)
GROUT
INCLUDED IN THE BID PRICEN FOR THE STRUCTURE.
B•3'-6" (42" PIPE)
CONCRETE COVER
(FOR DETAILS SEE
C IN THE EVENT THE INVERT OF THE OUTFALL
CONCRETE COVER
_
SHEET 2 OF 3)
PIPE IS HIGHER THAN THE BOTTOM OF THE
(FOR DETAILS SEEM
AGGREGATE.
STRUCTURE. THE INVERT OF THE STRUCTURE
SHEET 2 OF 3)
SEE NOTE7.
SHALL BE SHAPED WITH CEMENT MORTAR TO
AGGREGATE -SEE NOTE7.
PREVENT STANDING OR PONDING OF WATER
I„
IN THE STRUCTURE. THE COST OF FURNISHING
' WEEP HOLE.
W
WEEP HOLE.
AND PLACING ALL MATERIALS INCIDENTAL TO
SEE NOTE 8. W
SEE NOTE 8.
THE SHAPING IS TO BE INCLUDED IN THE BID
>
PRICE FOR THE STRUCTURE.
Lift
LIFT HOLES
STEPS. SEE NOTE 3.
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
OR GREATER FOR DETAILS SEE STANDARD ST-1
_ .
6. REINFORCED CONCRETE FOOTING MAY BE
PRECAST OR CAST-N-PLACE, TWO LIFTING
X p X HOOKS OF FABRICATORS DESIGN TO BE
PROVIDED N PRECAST FOOTING
7 4' DEPTH AGGREGATE 868.078, OR 18 X 6" WIDTH.
'• 8. 3 DIAMETER WEEP HOLE WITH 12"X12" PLASTIC
SEE NOTE 4. HARDWARE CLOTH I/a" MESH OR GALVANIZED
SECTION A -A STEEL WIRE. MINIMUM WIRE DIAMETER 0.03",
SECTION B-B NUMBER 4 MESH HARDWARE CLOTH ANCHORED
CAST IN PLACE PRECAST FIRMLY TO THE OUTSIDE OF THE STRUCTURE.
FOR USE WITH 12" TO 42" PIPES
NOTES (CONT.)
9.
THE TYPE OF INLET (PRECAST OR CAST IN PLACE).
DETAILED HEREON, TO BE CONSTRUCTED, WILL BE
AT THE OPTION OF THE CONTRACTOR.
15.
DI-7-------- NO GUTTER
10.
FOR DETAILS OF CONCRETE COVER, COLLAR AND
DI-7A------- SINGLE GUTTER WHEN DROP INLET
GRATE AND THE METHOD OF PLACING APPROACH
IS ON A GRADE.
GUTTER SEE SHEET 2 OF 3.
Of- 7B------ DOUBLE GUTTER WHEN DROP INLET
U.
CAST-94 PLACE CONCRETE IS TO BE CLASS A3
IS IN A SAG BETWEEN TWO GRADES.
(3000 PSI). PRECAST CONCRETE IS TO BE
4000 PSI.
16.
FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON
SEE PRECAST UNIT ASSEMBLY DIAGRAM. PAGE 103.01.
12,
CONCRETE QUANTITIES SHOWN ARE FOR INDICATED
FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR
DEPTH (H) WITHOUT PIPES. THE AMOUNT
APPLICABLE PRECAST BASE, RISER AND TOP DETAILS,
DISPLACED BY PIPES MUST BE DEDUCTED TO
PAGES 103.07 THRU 103.12.
OBTAIN TRUE OIIANTITIES. FOR INLETS OF
DIFFERENT DEPTHS ADD OR SUBTRACT THE
17.
GRATE BARS TO BE PARALLEL TO DITCH FLOW.
APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH
FOOT OF DEPTH.
'IPE
12"
1 15"
18"
24"
30"
36"
1 42"
MIN MUM DEPTH
2'-0"
2'-31/,"
2'-61/z"
3'-I"
3'-7Vz"
4'-2"
4'-8%i'
CONCRETE
CUBIC YARnS1
.947
1.045
1 1.143
1.339
1.535
1 1.731
1 1.927
13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET
INLET GUTTER AS SHOWN IN STANDARD PG-2A
14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON
THE PLANS.
42" 5'-21/." 4'-lr INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) { 0.362 CU. YDS. (12" - 36" PIPE)
2 = 0.410 CU. YDS. (42" PIPE)
SPECIFICATION \VDOT
REFERENCE STANDARD MEDIAN DROP INLET
ROAD AND BRIDGE STANDARDS
241 12" TO 42" PIPE REVISION DATE SHEET 1 OF 3
503 V.RC.MA DEPARTMENT OF TRANSPORTATION M4 22
SCALE 1 " = 60'
-_ \ \ \ \ \ \/ \ \ BOUNDARY FOgJ=5C1IMIT5 OF
�• • • • • _ �� CHANNEL \ \ �STURBANCEIDEFINES THE BOUNDARY
• \ FOR THE VRRM WATER QUALITY
♦, • S • •PATH\ \ - GALCULATIONS, TYP.IN
AIN
Arm
♦ FLOW SPAT\ --- �\ ••: •........ \�.. \ PROPOSED LIM
-ITS OF
�♦ �`\E� - • • • ---� DISst
TURBANCE ac. \ O \ \ \
A111 An At a
/ \,..- • • • to
\ \ \
A ELEV.=3' & \ \
510'OFCHI
FLOW ® 5f f s r /
\ TM 45-84
\- -- O
/
OL
1 \
\
\ SHEET FLO}}[[""
45-WA & 45-$'
THE PI E
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