HomeMy WebLinkAboutWPO202000002 Plan - VSMP 2021-11-03V5MF PLAN AMENDMENT FOR
HOR5E5HOE FARM
WPO 2020-00002
LEGEND TAX MAP 29 PARCEL G3A TAX MAP 30 PARCELS 10 1 OC
EXIST NEW DESCRIPTION
165 TC x 125 TC TOP OF CURB ELEVATION W I-11 T E I -I A L L, ALBEMARLE COUNTY , VIRGINIA
165 x 2SPOT ELEVATION WP0 2 0 2 0 0000 2
165 Tw x 11 z' rw TOP OF WALL ELEVATION
165BW x 125Bw BOTTOM OF WALL ELEVATION
BENCHMARK
VICINITY MAP SCALE: l"=2,000' OWNER / DEVELOPER AMENDMENT NARRATIVE
STORM SEWER
ROOF DRAIN SITE TMP 29-63A THIS IS A VSMP PLAN AMENDMENT TO WP0202000002
OWNER: HORSESHOE CV LLC PROPOSES TWO PEDESTRIAN BRIDGES ACROSS THE RIVER. THIS
SEWER LINE OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218 PROPOSAL WAS NOT INCLUDED IN THE ORIGINAL APPROVED
WP0202000002.
WATER LINE H ► D D E N F PROPERTY ADDRESS: 3772 HORSESHOE BEND RD THE PROPOSED BRIDGES CAN BE FOUND ON SHEET C5 AND C10.
WHITE HALL, VA, 22901
GAS LINE / DB 1645 PG 503 NOTE: ALL AMENDMENT PROPOSED CHANGES ARE HIGHLIGHTED
DB 334-576 PLAT IN RED
0E--- OVERHEAD ELECTRIC WIRE
B L U TMP 30-10 & 30-10C
UNDERGROUND ELECTRIC FO OWNER: HORSESHOE CV LLC
F!' FC-- OVERHEAD TELEPHONE LINE OWNER ADDRESS: PO BOX 69 RICHMOND VA, 23218
UT UNDERGROUND TELEPHONE LINE 5oi O PROPERTY ADDRESS: 3772 HORSESHOE BEND RD
® % •1, WHITE HALL, VA, 22901
DB 4622 PG 634
PROPERTY LINE B R I N N I N G T O N\ ® DB 712-463 PLAT
LATITUDE: 38.140220 LONGITUDE:-78.543941
ADJACENT PROPERTY LINE B71 F A I R G R O V E ZONING: Ag.
PARCEL LEVEL USE CODE: SINGLE FAMILY.
VACATED PROPERTY LINE boi HORSRSHOE
BUILDING SETBACK FARM.
�
PARKING SETBACK SOURCE OF BOUNDARY & TOPO
662
6� }y SOURCE
PARCELBOUNDARY
SURVEY:
DRAIN INLET (DI) BOUNDARIES PROVIDED BY GIS
O 0 SANITARY MANHOLE ® SOURCE OF TOPOGRAPHY:
4' CONTOURS PROVIDED BY GIS
C E PLUG IMAGE PROVIDED BY GOOGLE MAPS
ev ®v WATER VALVE & BOX SHEET INDEX BENCHMARK(S): NAVD88
} 4-FIRE HYDRANT FLOOD ZONE
® ® WATER METER C I - COVER SHEET ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005
C2 - EROSION * SEDIMENT CONTROL NARRATIVE (COMMUNITY PANEL 51003CO120D), THIS PROPERT DOES LIE WITHIN THE ZONE AE 100-YEAR REGULATORY
♦� LIGHT POLE FLOODWAY PLAIN AND IN THE ZONE A WITHOUT BASE FLOOD ELEVATION. H I M P
� UTILITY POLE C3 - PLAN OVERVIEW
C4 - EROSION CONTROL PLAN WATERSHED
C5 - BRIDGE 1 2 PLAN *PRO LE HUC 020802040203 SOUTH FORK RIVANNA RIVER ENGINEERING 2.
SANITARY EASEMENT LANDPLANNING - PROJECT MANAGEMENT
GRADING EASEMENT CIS - EROSION CONTROL PLAN LIMITS OF DISTURBANCE
C 7 - EROSION CONTROL PLAN 912E HIGHOTT ST 434.227.COM
DRAINAGE EASEMENT LIMITS OF DISTURBANCE= 9.07 ACRES CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
UTILITY EASEMENT C8 - EROSION CONTROL PLAN
WATER EASEMENT C9 - EROSION CONTROL PLAN NOTES
ACCESS EASEMENT 1. TRAILS WILL BE BUILT WITH AN AVERAGE GRADE OF 5-7% TH 4.
CIO - BRIDGE 12 EROSION SEDIMENT CONTROL PLAN ----- STORM DRAINAGE EASEMENT 2. TRAILS WILL BE CUT WITH A 3'-5' BENCH CUT.
"P
Cl I - MITIGATION PLAN 3. TRAIL WILL HAVE AN OUT -SLOPE OF 5-7% FOR PROPER SHEET FLOW. CJ�
--------- CONSERVATION EASEMENT 4. TRAILS WILL HAVE GRATE REVERSALS/DIPS THAT WILL AID IN THE DRAINAGE OF THE TRAILS. p
C 12 - 501 L MAP 5. ROCK ARMORING WILL BUILT IN AT GRADE DAINS TO PROTECT TRAILS AND PREVENT EROSION IN KNOW WET AREAS. U IN IMP a
TREE LINE 6. A FOREST SERVICE STYLE BRIDGE WILL BE BUILT OVER THE ONE SIGNIFICANT DRAIN. Lic. 0 45183
C 13 - EROSION * SEDIMENT CONTROL NOTES AND DETAILS 7. STRAW WATTLES WILL BE USED TO PROTECT SWALES FROM SEDIMENT. 11�s�Z( w4
FENCE
STREAM GENERAL CONSTRUCTION NOTES FOR �sS'°NAjL
EROSION AND SEDIMENT CONTROL PLANS
3t2 - t2 - INTERVAL CONTOUR 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. SMP PLAN AMENDMENT
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. V
300 - oo- INDEX CONTOUR 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. HORSESHOE
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. FARM BRIDGE
cc-z cG-z STANDARD 6" CURB 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.
cG-s cc-s COMBINATION 6" CURB & 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.
GUTTER 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 RAINFALL 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. ALBEMARLE COUNTY, VIRGINIA
CONCRETE PAVEMENT / 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. SUBMISSION:
SIDEWALK 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. 2021.11.03
RIPRAP 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM.
_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 IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OR SLIDES, SINKING, OR COLLAPSE. REVISION:
ASPHALT 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.
0 GRASS 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 APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
EC-2 MATTING 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 APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
EC-3 MATTING 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED 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
WETLAND 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 FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
0 0 PARKING COUNT 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)
= CROSSWALK STORMWATER MANAGEMENT CONSIDERATIONS: FILE NO.
HANDICAP ACCESSIBLE AISLE
THE PROJECT DOES NOT SIGNIFICANTLY ALTER THE PREDEVELOPMENT RUNOFF CHARACTERISTICS OF THE LAND SURFACE AFTER THE COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION: I �'O�V
- THE PROJECT IS MANAGED SO THAT LESS THAN OR ONE (1) ACRE OF LAND DISTURBANCE OCCURS ON A DAILY BASIS: /E\ zn CG-12 - THE DISTURBED LAND WHERE WORK HAS BEEN COMPLETED IS ADEQUATELY STABILIZED ON A DAILY BASIS: COVER SHEET
THE ENVIRONMENT IS PROTECTED FROM EROSION AND SEDIMENTATION DAMAGE ASSOCIATED WITH THE LAND -DISTURBING ACTIVITY:
( HANDICAP PARKING - THE OWNER AND/OR CONSTRUCTION ACTIVITY OPERATOR DESIGNS, INSTALLS, IMPLEMENTS, AND MAINTAINS POLLUTION PREVENTION MEASURES TO:
- MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS:
NOTE: - MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER MATERIALS PRESENT
ON -SITE TO PRECIPITATION AND TO STORMWATER:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. - MINIMIZE THE DISCHARGE OF POLLUTANTS FROM SPILLS AND LEAKS AND IMPLEMENT CHEMICAL SPILL AND LEAK PREVENTION AND RESPONSE PROCEDURES:
- PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT OF CONCRETE:
- PROHIBIT THE DISCHARGE OF WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS: AND
- PROHIBIT THE DISCHARGE OF FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT AND MAINTENANCE. I c 1
PROJECT DESCRIPTION, GENERAL NOTES, EROSION & SEDIMENT CONTROL NOTES, AND SEQUENCE OF CONSTRUCTION
PROJECT DESCRIPTION:
THIS PROJECT PROPOSES A NETWORK OF MOUNTAIN BIKE TRAILS THROUGH EXISTING WOODS + 2 SUSPENSION
BRIDGES .
TOTAL AREA OF DISTURBANCE = 9 Q4 7 ACRES.
TRAIL NETWORK, BRIDGES FOUNDATION CONSTRUCTION AND HELICAL PIERS WILL BE CONSTRUCTED WITH MINIMAL
VEGETATION REMOVAL
RESPONSIBLE LAND DISTURBER:
THE RESPONSIBLE LAND DISTURBER UNTIL CONTRACTOR IS SELECTED IS
TO BE DETERMINED.
EXISTING SITE CONDITION:
THE SITE IS CURRENTLY VACANT WOODED LAND WITH EXISTING BUILDINGS ON THE SITE.
ADJACENT PROPERTIES:
THIS PROPERTY IS BORDERED TO THE NORTH BY VACANT WOODED LAND AND BY SOUTH FORK RIVANNA RIVER
AND A RESIDENTIAL HOME.; TO THE EAST BY WOODS AND BY BLEAK HOUSE ROAD AND A RESIDENTIAL HOME; TO
THE SOUTH BY VACANT WOODED LAND AND BY THE SOUTH FORK RIVANNA RIVER AND THE HORSESHOE BEND
ROAD: TO WEST BY RESIDENTIAL LAND, VACANT WOODED LAND AND FREE UNION ROAD ,
SOILS:
THIS SITE CONTAINS THE FOLLOWING SOIL TYPES BASED ON NRCS SOIL MAPS FOR ALBEMARLE COUNTY VIRGINIA:
4C - ASHE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B
4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B
4E - ASHE LOAM, 25 TO 45 PERCENT SLOPES, HSG:B
10 - RODNDA LOAMY SAND, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED, HSG: A
14C - CHESTER LOAM, 7 TO 15 PERCENT SLOPES HGG:B
14D - CHESTER LOAM, 15 TO 25 PERCENT SLOPES, HSG:B
19B - MINNIEVILLE LOAM, 2 TO 7 PORCENT SLOPES, HSG:B
19C - MINNIEVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B
19D - MINNIEVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG: B
21B - CULPEPER TINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, HSG:B
36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLPES, HSG:B
36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B
36D - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B
37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PERCENT SLOPES, SEVERELY ERODED, HSG:B
37D3 - HAYESVILLE CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, HSG:B
39D - HAZEL LOAM, 15 TO 25 PERCENT SLOPES, HSG:B
39E - HAZEL LOAM, 25 TO 45 PERCENT SLOPES, HSG:B
41B - YADKIN LOAM, 2 TO 7 PORCENT SLOPES, HSG:B
41C - YADKIN LOAM, 7 TO 15 PERCENT SLOPES, HSG:B
42D3 - YADKIN CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED, HSG:B
53B - DANRIPPLE LOAM, 2 TO 7 PERCENT SLOPES, HSG:B
56B - MEADOWVILLE LOAM, 2 TO 7 PERCENT SLOPES, HSG:A
56C - MEADOWVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:A
66E - PARKER VERY STONY LOAM, 25 TO 45 PERCENT SLOPES, HSG:A
67E - PARKER EXTREMELY STONY LOAM, 25 TO 60 PERCENT SLOPES, HSG:A
76 - DAN RIVER LOAM, 0 TO 2 PERCENT SLOPES, OCASIONALLY FLOODED, HSG:B
77 - DAN RIVER-CODORUS COMPILES, 0 TO 2 PERCENT SLOPES, OCCASIONALLY FLOODED, HSG:B
83 - COLVARD FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES, OCCASIONALLY FLOODED, HSG:A
OFFSITE AREAS:
NO OFFSITE AREAS.
CRITICAL AREAS:
TRAILS ARE PROPOSED TO BE BUILT ACROSS STREAMS AT SEVERAL LOCATION, THESE AREAS ARE CRITICAL AND
WILL BE TREATED AS SUCH. STRAW WATTLES WILL BE USED TO PREVENT SEDIMENT FROM ENTERING STREAM.
MANAGEMENT STRATEGY AND SEQUENCE OF CONSTRUCTION:
THE FOLLOWING ARE THE PROPOSED MANAGEMENT STRATEGIES AND DETAILED SEQUENCE OF CONSTRUCTION:
PHASE 1
1. INSTALL STRAW WATTLES AT STREAM LOCATIONS.
2. INSTALL ALL E&S CONTROL MEASURES.
3. CONTACT THE ENGINEER AND ALBEMARLE COUNTY FOR INSPECTION AND
APPROVAL OF ALL E&S CONTROL MEASURES.
4. UPON APPROVAL OF ALL E&S CONTROL MEASURES.
PHASE 2
1. ESTABLISH AND MAINTAIN PERMANENT STABILIZATION FEATURES, WHICH INCLUDES THE ESTABLISHMENT OF A
PERMANENT VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA.
EROSION & SEDIMENT CONTROLS
1. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN (7)
DAYS TO DENUDED AREAS THAT MAY OR MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT
(UNDISTURBED) FOR LONGER THAN 30 DAYS, TEMPORARY SEEDING SHALL BE APPLIED IN CONFORMANCE WITH
STD. AND SPEC. 3.31.
2. SILT FENCE: INSTALL AND MAINTAIN SILT FENCE THAT MEETS THE
REQUIREMENTS OF STD. AND SPEC. 3.05. THIS SILT FENCE SHALL BE INSTALLED AS
SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN AND ACCOMPANYING DETAILS FOR
THE PURPOSE OF INTERCEPTING SILT -LADEN RUNOFF BEFORE IT IS DISCHARGED FROM THE
SITE. THE SILT FENCE SHALL BE INSPECTED AND MAINTAINED TO ENSURE CONTINUED
PERFORMANCE.
3. PERMANENT SEEDING: ALL DENUDED AREAS SHALL BE SEEDED IN CONFORMANCE WITH STD. AND SPEC.
3.32. PERMANENT SEEDING SHALL BE APPLIED TO AREAS DELINEATED ON THESE PLANS WITHIN SEVEN (7) DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.
4. MULCHING: APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO
PREVENT EROSION AND FOSTER THE GROWTH OF VEGETATION. ORGANIC MULCHES (STRAW) HAVE BEEN FOUND TO
BE THE MOST EFFECTIVE. STD. AND SPEC. 3.35. THE CHOICE OF MATERIALS FOR MULCHING WILL BE BASED ON
THE TYPE OF SOIL TO BE PROTECTED, SITE CONDITIONS, AND SEASON.
5. STRAW WATTLE: THESE ARE COMPRESSED CYLINDERS, 100% AGRICULTURAL, STRAW WATTLES ARE WRAPPED
IN TUBULAR, UV -STABILIZED BLACK SYNTHETIC NETTING.
ENVIRONMENTAL CONTROLS
1. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL ENVIRONMENTAL CONTROL MEASURES SO AS TO COMPLY
WITH LOCAL ORDINANCES, STATE AND FEDERAL LAWS AND REGULATIONS APPLICABLE TO WATER POLLUTION IN
WATERS OF THE STATE AND IN INTERSTATE WATERS.
2. CONTRACTOR SHALL MINIMIZE THE POTENTIAL FOR AIR POLLUTION BY THE USE OF EMISSION CONTROL
EQUIPMENT ON CONTRACTOR OPERATED EQUIPMENT, SHUT -DOWN OF MOTORIZED EQUIPMENT WHEN NOT IN
USE, AND ACTIVELY CONTROLLING DUST EMISSIONS THROUGHOUT THE PROJECT.
3. ANY WASTE DISCOVERED DURING THE PROJECT SHALL NOT BE MOVED WITH OUT PRIOR AUTHORIZATION OF
THE OWNER AND BE DIRECT -LOADED INTO COVERED ROLL -OFF CONTAINERS FOR TEMPORARY STORAGE PRIOR TO
DISPOSAL IN A PERMITTED LANDFILL.
EROSION & SEDIMENT CONTROL NOTES:
1. ALL VEGETATIVE AND STRUCTURAL EROSION & SEDIMENT CONTROL (E&S) PRACTICES WILL BE CONSTRUCTED
AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK AND VIRGINIA REGULATION 4VAC50-30.
2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION
CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITY AND ONE WEEK PRIOR TO
FINAL INSPECTION. THIS REQUIREMENT CAN BE WAIVED AT THE DISCRETION OF THE PLAN APPROVING
AUTHORITY.
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 ONSITE AT ALL
TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS
(INCLUDING BUT NOT LIMITED TO, OF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A
SUPPLEMENTARY EROSION AND SEDIMENT CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE
PLAN REVIEWING AUTHORITY.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION AND SEDIMENT CONTROL
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN REVIEWING
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 RUN-OFF
PRODUCING STORM EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
10. INSTALL AND MAINTAIN CONSTRUCTION ENTRANCES FOR ENTIRE PROJECT AT ALL LOCATIONS WHERE VEHICLES
ENTER/LEAVE THE WORK AREA AND WHERE SOIL IS STOCKPILED.
11. MAINTAIN ALL EROSION AND SEDIMENT CONTROL UNTIL THE COMPLETION OF FINAL STABILIZATION. UNLESS
OTHERWISE NOTED ON THE PLANS REMOVE ALL EROSION & SEDIMENT CONTROLS FOLLOWING THE
ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER AND COMPLETION OF FINAL STABILIZATION.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. 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.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN
CLEARING.
3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT
ALL TIMES.
4. 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.
5. 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.
6. 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.
7. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
8. 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.
9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA
10. 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.
11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE
SECTION 5.1.28.
12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF
ALBEMARLE.
13. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO
THE HOURS OF 7:OOAM TO 9:OOPM.
14. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL
SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND
IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
15. 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.
16. 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
APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
17. 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 APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR.
18. 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.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF
FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY
EROSION CONTROL INSPECTOR.
20. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
21. 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).
MINIMUM STANDARDS(MS):
ALL APPLICABLE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND MINIMUM STANDARDS SHALL BE
ADHERED TO DURING ALL PHASES OF CONSTRUCTION. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
1. STABILIZATION OF DENUDED AREAS:
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO BARE 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 OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED AT
AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 1 YEAR.
2. STABILIZATION OF SOIL STOCKPILES:
DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH
SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.
3. PERMANENT VEGETATIVE COVER
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 ACHIEVE THAT, IN THE OPINION OF THE COUNTY INSPECTOR, IS UNIFORM AND MATURE
ENOUGH TO SURVIVE TO INHIBIT EROSION.
4. TIMING & STABILIZATION OF SILT TRAPPING MEASURES:
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.
5. STABILIZATION OF EARTHEN STRUCTURES:
STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
6. SEDIMENT TRAPS AND BASINS:
A SEDIMENT BASIN SHALL CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF
FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES. THE SEDIMENT BASIN SHALL BE
DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FOR THE LAND
DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DEVICE SHALL TAKE INTO ACCOUNT THE TOTAL
DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN.
7. CUT AND FILL SLOPES:
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.
8. CONCENTRATED RUN-OFF DOWN CUT OR FILL SLOPES:
CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE.
9. WATER SEEPS FROM A SLOPE FACE:
WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
PROVIDED.
10. STORM SEWER INLET PROTECTION:
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.
11. STABILIZATION OF OUTLETS:
BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS 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.
12. WORK IN LIVE WATERCOURSES:
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.
13. CROSSING A LIVE WATERCOURSE:
WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX
MONTH PERIOD, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE
PROVIDED.
14. APPLICABLE REGULATIONS:
ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES SHALL BE MET.
15. STABILIZATION OF BED AND BANKS
THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
WATERCOURSE IS COMPLETED.
16. UNDERGROUND UTILITIES:
UNDERGROUND UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
ADDITION TO OTHER 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 FOR DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT
TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
STREAMS OR OFFSITE 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.
17. CONSTRUCTION ACCESS ROUTES:
WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO PAVED SURFACES. WHERE
SEDIMENT IS TRANSPORTED ON TO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE
END OF EACH DAY. SEDIMENT SHALL BE REMOVED 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 LOTS AS WELL AS TO LARGER LAND DISTURBING
ACTIVITIES.
18. TEMPORARY E&S CONTROL MEASURE REMOVAL:
ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER 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 SEDIMENT.
19. ADEQUACY OF RECEIVING CHANNELS:
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ qt'�
UO IN IMP
Lic. o.45183
11l5i2( k�
O r�1�'
�SSIrouA� yr
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
EROSION & SEDIMENT
CONTROL NARRATIVE
PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM
SEDIMENT DEPOSITION, EROSION AND DAMAGE, DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW
RATES OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION
C2
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SOIL EROSION & SEDIMENT
CONTROL SYMBOLS
SYMBOL NO. TITLE KEYI
3.02
CONSTRUCTION ENTRANCE CE
3.31
TEMPORARY SEEDING TS
3.32
PERMANENT SEEDING PS
3.35
MULCH
WATER
WATTLE
LIMITS OF DISTURBANCE
ITE;
Straw Wattles Installed in all swales adjacent to disturbed
areas.
Stabilize all disturbed areas adjacent to trails with TS, PS
and MU as applicable.
Install Silt Fence parallel to trail when trail is within 100 feet of
waterway, or as directed by the County Erosion and Sediment
Control Inspector.
NO PROPOSED
CHANGES TO
THIS SHEET
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ Q�W�
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Lic. o.45183
A 111SIV 4
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11`lvs rouAV Sr
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
PLAN OVERVIEW-2
me
�VA
-
/�_� \ \ 3F,�
O \ .P N00 CO
CD
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1147036 130>v} / I X: 11470838.63 \ \
\ Y: 378 151 Y.
937674. 3 � \
/ r - 52 .0'
N \ \ \
\ \
BRIDGE 1 PLAN
C4 Scale:l"=30"
Scale: 1 "=30'
440
435
430
425
42 RAILING
17TTrmTT
440
435
430
425
O
420
i � ' i L i �I
' k �j fllil�i
6;
420
415ANCUR�
410
405
\
---_..,STRUCTURAL
X.
GRADE
FLOOD PLAIN ELEVATIO
=517.00'
415
410
405
UNDATION PE
OTECHNICAL AND
STRUCTURAL
ENGINEER
RECOMMENDATIONS
OUNDATION PER
SEOTECHNiCAL AND
ENGINEER
RECOMMENDATIONS
400
400
395
395
I
390
390
385
3R85
3809+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+6 0
ABRIDGE 2 PLAN
C4 / Scale:l "=30"
2 BRIDGE 1 PROFILE
C4 Scale: VERTICAL 1"=10', HORIZONTAL: 1"=30"
I �•
I I
IX: 11 7158 .35 7''`
Y:I 391 8 .38 5
a /
00.0' I
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Y:I39878 0.51.4 4 25 I
430
430
425
425
420
420
14
.
.
.
.
.,
iLL
415
415
FOUNDATION PER
FLOOD -
I FOUNDATION
GEOTECIIN16AL
PER
AND
410
410
ENGINEER
ENGINEER
RECOMMENDATIONS
RECOMMENDATIONS
GRADF
405
405
400
400
395
395
390
390
385
385
3780
380
13+530 5
3759 +50 10+00 10+50
11+00 11+50 12+00 12+50 13+00
SHIMP
ENGINEERING 2-
LAND PLANNING -PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ Q�-
u IN IMP >
Lic. o.45183
k�
o .r�
�SSIrouA1 Sr
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
BRIDGE 1 & 2 PLAN &
PROFILE
4 )BRIDGE 2 PROFILE
C4 Scale: VERTICAL 1"=10', HORIZONTAL: 1
C4
LIMITS `\
t I // v� -
v DISTUR ANCEAE—
:17
8.0 ft WIDTH/ MOUNTAINm �C5 C6 �
vv v v I 1vv� II BIKE /RAILS / ;�
\ '/� / I \�; \\ � STEAM . • ;; ''' �..� w i ��� \\\ \
SOUTH FOR F� i
,. �� / ,� IVANN� RIVER -- TMR 30-11B & 30-12A
CITY OF CHARLOTTESVILLE
LINES
PERTY % / / 1' �y� / �� // ,% AE — qF
LINES LOODWAY I �.
__—
AE AE
SOUTH IRORK
RNAWA
RIVER
NCE v/ �� r v v v v
IL
/�-� �- - - - - - _ v \V v
7--436--------LS
\ \
' /' /J / // ��/' // ' //'/ � / / •\ /' //,� / // / / '- _-_ --� \\\4 -_\ � I IIII I I \ I ��
CRITICAL
. / . � I EX.
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BUILDING
LL
_ PE �� / `// V lI . i• �,lll llI I �l l � / % , l � ?V A 1 � vvv �I I I I I � I I I � � l I l/• !I
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/ / I / I � � / - -468— - - \ I I I I I I 1 / •
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`AA v A VA \ \ \
SOIL EROSION & SEDIMENT
wA v� ✓vv///// ��� �1 II I I I /'/�/i� CONTROL SYMBOLS
SYMBOL N0, TITLE KE'
CCE3.02 CONSTRUCTION ENTRANCE
3.31 TEMPORARY SEEDING
��V\ VA V � _ I) A \ \ / I � I I / , // //\ f1F+��► 3.32 PERMANENT SEEDING
3.35 MULCH EL
WATER WATTLE
LIMITS OF DISTURBANCE
NOTE:
— Straw Wattles installed in all swales adjacent to
fi / disturbed areas.
\ r R 0 E R TY / / I I I I Il II / / / \ ` — Stabilize all disturbed areas adjacent to trails
with TS, PS and MU as applicable.
— Install Silt Fence parallel to trail when trail is within
100 feet of waterway, or as directed by the County
Erosion and Sediment Control Inspector.
— AE—
/
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TYPICAL LIMITS OF DISTURBANCE DETAIL.
NO PROPOSED
STRE �� �i i l �\ �\ i i/ CHANGES TO
THIS SHEET
\\ \\ \v \ \\ \\ 11 �r__' =
\ I =-_ SHIMP
CRITICAL \\ \ I I i ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
S� SLOPE
�' ' / / / / 912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ 4,
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I I I I I I I I I I I I I I I I I \ Lic. o.45183
I I I I I I I I I I I I I I I I I I I i I I II � Ujs�2( �w4
EX. O�!'s8
10NA.L e�
II ►' /// I I i II I I/ I III I BUILDING
`I j l l l II j l I lv vv vv A vv VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
/ /
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
160 \ 200 300/
C RAS :
SOU H FORK \ \ `\\ \\ \ \\ `\ \ \ \ FILE NO.
RIVA�JNA `\ `\ \\ \ \ \ \ ,FIRM: T 18.046
RIVER - -
�� EROSION & SEDIMENT
CONTROL PLAN
C7,
__ � / I I I 1 \ � \
ACCESS ROAD \ I\\\ \\ \\ \ \\ \\ \--------__'/'
� v v vv� vv
TY \ EX-ISTI,NG\-- — _\ _LIMITS OF
------LIMITS 01 DISTURBAZ
-- DISTURBANCE 8.0 ft WI TCH
A€ ------
/ ► l/ \`\'i'\\\\\\ -- ACCESS ROAD -- 8.0 ft WIDTH \ - MOUNTAIN
MOUNTAIN BIKE TRAILSEXISTING / /
SOIL EROSION &SEDIMENT
CONTROL SYMBOLS
SYMBOL
NO. TITLE KEY
3.02 CONSTRUCTION ENTRANCE CE
TS
3.31 TEMPORARY SEEDING TS
3.32 PERMANENT SEEDING PS
V
3.35 MULCH
WATER WATTLE
:.:.:.:.:.:.—
LIMITS OF DISTURBANCE
BIKE TRAILS - \ - / l I // 1 I I
-- // \ \ —, � � / � / / J l/ l l l I I I I I I I I NOTE:
— — — — — — — — — — — — / / — — _ _ — _ — \ \) / / / / / / / // /,/ / / / / / I > / / / , //� / % Straw Wattles installed in all swoles adjacent to
disturbed areas.
_ _ / 1— — — — — — — — \ \ / / CRITICAL
Stabilize all disturbed areas adjacent to trails with
— — _ _ _ _ \ TS, PS and MU as applicable.
_ — AE A — ® , / / / / / / 0 / / , / / / / / 520 /// / / / / / /! I I I I I I I I I I I — Install Silt Fence parallel to trail when trail is within
L/ / / / I 100 feet of waterway,or as directed b the Count
Erosion and Sediment Control Inspector.
ACCESS ROAD
I EXISTING
/
FLOODPLAIN
/ E(
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v� \v V A A V A vVv 00
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\ ACCESS ROAD
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ACCESS ROAD 8.0 ft WIDTH
—/ r\ / I I \ \\ \\\ ROAD.
MOUNTAIN
CRITICAL
BIKE TRAILS
SLOPE
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--------- \ / LIMITS OF —
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MOUNTAIN
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EC RAS : 10.89 -
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— STREAM _ EXISTING
I LIMITS OF
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NO PROPOSED
CHANGES TO THIS
SHEET
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ ��I ��c�
U IN IMP >
Lic. o.45183
k�
o .r�
1%rAl Sr
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
EROSION & SEDIMENT
CONTROLPLAN
Scale: 1 "=100
NJ
--\—\—----i—----—\-- — ---i�— /—1 \ 1\ \ \
CONTROL SYMBOLS
\BUILDING SYMBOL NO. TITLE ENT
KEY
3.02 CONSTRUCTION ENANCECW, STREAM
/// 3.31 TEMPORARY SEEDING
T
It
_ _ / ,' // / ' / / / / / r — 7 / l I I I 1 I I 1 1 1 \ 3.32 PERMANENT SEEDING Pc
3.35 MULCH u
— �
L _ I 1 54 I WATER WATTLE
T I— - —I_ T` I \
l I I 4— � _,_,_�_ _, LIMITS OF DISTURBANCE A
=
// ACCESS ROAD
\ \ \ II / / / /'/ ' / 1 I I I 1 \ 1 \ \� \ PROPERTY[,1 / I CRITICAL /
v LIMITS OF , r / /// ; �v ,1 / I I I EXISTING 1 I 1 v v v 1 i v1 I , I� v // 40�:
1 1 I / / / 1 � I 1 � � / / — Straw Wattles installed in all swales adjacent to
\ DISTURBANCE-- LINES I I / disturbed areas.
Stabilize all disturbed areas adjacent to trails
�' � \ 1 / I / with TS, PS and MU as applicable.
\ \ \ \ I \ \ \ &0 ft WIDTH ' � " '/' /' /,' ; ' / I / / -'i i- i - - i , \ -�- - ► \ � 1 1 � \ �----- ' \ / / / PP
\ ,/ / / / / / / � — _ — — � — �` \ , 1 1 I I 1 ` \ 1 1 I 1 1 \ \ � / // / I / / / / — Install Silt Pence parallel to trail when trail is within
I I \ 1 \ \ 1 I I I i \ `TTI 1 1 \ _ _ / 100 feet of waterway, or as directed by the County
v v / / I v v. / 1 I I I A 1 _____— /
\ \ \ I MOUNTAIN ' r/ / / / / / / / / / / / \ I 1 \ I , 1 \ 1 1 \ / / / / I I I I / / Erosion and Sediment Control Inspector.
/ / / // // I \\ \\ \\ \ II \ 1 I I I I \\ 11 1\� / 1 /
, �'R$ON7
7 / 1'
7 111 /
fll
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I I I 1 \ \\ � '� \ \ \\ I I / // I / / / / / / 7 I
LIMITS OF / 1 1 1 I I \ \ \_ \ \ \ �`/ I I I I / II / 'I / / / / ,� I / I I
1 I I I I i/ �1 / / // �/ / I \ wit
I 1 v v I / ,/ ,/ ' I� I
// DISTURBANCE I I \ \ \ \ \ II I IIII I I 1 I'/ i 1 \ / /' / /' // / LIMITS OF I I�
' / \ \ j \ II I ' ,I I 1 I r ' / / / / , / DISTURBANCE
s44-' / / / / 8.0 ft WIDTH I I I I \ \- / \ \ \ II I I ' �' i 1 \ � / � / / / , / I I I I
MOUNTAIN I \ lI
8.0 ft WIDTH
BIKE TRAILS I 1 1\� /I I; I /\ / / MOUNTAIN 1 I I I r I \ \
\ I BIKE TRAILS �
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I I
_LIMITS
\ /-496------- OF
`\--------- —LIMITS OF I I I/ 11 1 I I
----------
DISTURBANCE — / / /� / \ \\ \`\\\\\\ DISTURBANCE
/ � �� A � vv ,/
\ \ \ `\ 8.0 ft WIDTH ! ' / / / / / / / ��� , / I /
— — — — ' ' \ \ \\ \ / I I I I I I I / l / / / / / / / Q / / / / / / I
/ 118.0 ft WIDTH _MOUNTAIN I 1 II� l l l
ACCESS ROAD -- � /� \ / , / I I /
MOUNTAIN®v V , / / / I I I
EXISTING BIKE TRAILS
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` BIKE TRAILS
1— ---_—_ 1 - _- _- _- --- --- --- -------- CRITICAL
ICA' � I I II I I I I � I \/
/
SHIMP
A. ENGINEER ING2-
LAND PLANNING - PROJECT MANAGEMENT
ACCESS ROAD / I I / ' / / � / / / / � �/ / / / / / / /
912 E. HIGH ST. 434.227.5140
EXISTING
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
PROPERTY
' % —•f / v vA 1 00r -- I' ' /' /' /'/ // /' /' /' / ' / I sir/ / / / l l / / / / LINES
FLOODPLAIN
IN IMP>
/ / \\ I — —------/-- — — --- / / / / / `f — —
/ / / / vv v`�F \ I I A V — — - —--�--------- i / / / / / / < l l l / l l l
// EQUIPMENT / // �/ // / / / / /- Lic. 0.45183
ACCESS � w
\S06 s3/ ONAL
/
ACCESS ROAD
EXISTING LIMITS OF
DISTURBANCE r,' j /' / /l //� / / / � /�/� I �/' /
! I / / VSMP PLAN AMENDMENT
ACCESS DIRT
8.0 ft WIDTH ' ,;/ / Ir 1 / / / / / / / / ,l' l l , / / I I HORSESHOE
/ / l I/ l II I I
1 FARM BRIDGE
ROAD.MOUNTAIN CRTICAL ;/r„/ ' � ��\ , /, / ' / / / , , ' I � v \ \ \ v v A` \.v�` \ ` \\r,:` :v ` vv \ vv \ � - -- -------— /' , • /� r// , '/ /// / / / // / // / 1 \, / 1 / l I l / / /�/ ///// / / �o / / / / / I I II
it
BIKE TRAILS
---------- SLOPE
v
ALBEMARLE COUNTY, VIRGINIA
LIMITS OF
SUBMISSION:
DISTURBANCE
\ 2021.11.03
\ -____-------- PROPERTY / / 1 111 I \ /
\\\ — — — r / /
8.0 ft WIDTH \\ ; ` - / / / / / 1 I 1 1 I I / /
\\\ � _ / / � / / / / REVISION:
LINES
MOUNTAIN E/�----- --_ _ -
I IIi �P/ 30— /0ABKE TRAILS
CA N 1 I
I
ACCESS ROAD \ 1 \ \ \ \ 1 I \ I I I
STREAM _ EXISTING
ACCESS ROAD
FILE NO.
EXISTNG-_—_---v vvv v _ /��--.— �t�,�� 460,�\\\�\vv vvv\ vv `vvv vv \ vvv, I II I II II I I 1 I \ 1 I II I\ 11 II II II II I I I I 18.046
EROSION & SEDIMENT
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NO PROPOSED
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SHEET
Scale: 1 "=100'
C9
i a
\NNTERIAL
\ PAGE C-0
' \ I
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1 R7036 130# /
Y: 3A3788,5. 151
iLr F E Nk c� I
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FLR IATEFI:L
DEL ERY I '
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1 )BRIDGE 1 EROSION & SEDIMENT CONTROL PLAN
C1 Q Scale:l "=30"
\ \ \ �ILTI F NICEI
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— Y: 937674. 3 _ _
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2 BRIDGE 2 EROSION & SEDIMENT CONTROL PLAN
C1Q Scale:l"=30"
•M
7
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1�
SHIMP
ENGINEERIN G12.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$�2Q( t,
OUIN . IMP >
45183kWlykWAI Sr�
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
18.046
BRIDGE 1 & 2 EROSION &
SEDIMENT CONTROL PLAN
C10
=LIMITS OF
DIISTURRBANCE
\�
�AlII
I
I
_ �11
BRIDGE 1 EROSION & SEDIMENT CONTROL PLAN
C10 Scale: 1"=30"
5 .0'
MW MmII�II \ \ \
\ W
i
I
LEAVE 1.5 FT
AROUND THE
1� n
uim cc , ♦ w ` L
m,
1 msruRE m.c � � \ Q '� ceTuar��.ireaim I
2 BRIDGE 2 EROSION & SEDIMENT CONTROL PLAN
C1 Q Scale:1 "=30"
O 1 6.0' SEEDLING
6--6.0' 6.0'
SEEDLING 6.0'
1 PLANTING PATTERN: 6 O.C.
C17 Scale: 1"=6'
BUFFER AREA DISTURBED:
7,438 SF = 0.17 ACRES DISTURBED WITHIN 100' BUFFER
MITIGATION PLANTING CALCULATIONS:
90.17 AC AREA DISTURBED WITHIN STREAM BUFFER
90.34 AC REQUIRED 2:1 RATIO REPLANTING AREA (2xO.17=0.34 AC)
90.15 AC AVAILABLE BUFFER REPLANTING AREA
MITIGATION SOLUTION REQUIREMENTS:
SEEDLING PLANTING FROM DCR RIPARIAN BUFFERS GUIDANCE MANUAL P.95 OPTION C, TABLE B:
PLANT 1210 BARE ROOT SEEDLINGS/ACRE OF AVAILABLE REPLANTING AREA AT 6'x6' ON CENTER.
PLANT 182 SEEDLINGS IN 0.15 AC REPLANTING AREA.
MITIGATION STRATEGY:
PLANT 121OxO.15= 182 BARE ROOT SEEDLINGS IN THE MITIGATION REPLANTING AREA. SEEDLINGS
CAN BE PURCHASED IN BULK FROM THE VA. DEPT. OF FORESTRY. (ESTIMATED $80/100 SEEDLINGS)
SEEDLING PLANTING INSTRUCTIONS:
PLANT 200 BARE ROOT SEEDLINGS AT 6'X'6 ON CENTER. MITIGATION SPECIES LOCATED IN LIST ON
THE LEFT OF THESE NOTES. SPECIES WERE SELECTED FROM ALBEMARLE COUNTY APPROVED
PLANTING LIST. CONTRACTOR CAN SUBSTITUTE SPECIES ONLY AFTER CONSULTING AN ARBORIST.
CONTRACTOR SHALL BEGIN PLANTING AFTER EARTHWORK IS FINISHED AND SHALL COMPLETE
PLANTINGS WITHIN 6 MONTHS OF THE FIRST BRIDGE CONSTRUCTION. SEEDLINGS SHALL BE PLANTED
ACCORDING TO BEST PRACTICES AS SPECIFIED BY THE USDA.
Scale: 1 "=30'
Scale: 1 "=30
MITIGATION PLANTING LIST
Planting Type
Botanical Name
Common Name
Quantity
Large Shade Tree
Quercus bicolor
Swamp White Oak
50
Large Shade Tree
Quercus phellos
Willow Oak
50
Medium Shade Tree
Amelanchier loevis
Smooth Serviceberry
50
Medium Shade Tree
Carpinus caroliniana
American Hornbeam
50
BULK PURCHASE TOTAL
200
LEGEND
100' BUFFER DISTURBANCE
MITIGATION REPLANTING (INSIDE BUFFER) +
STREAM BUFFER
NOTE: THE WPO BUFFER (STREAM BUFFER) IS
WITHIN ZONE AE, (REGULATORY FLOOD
PLAIN), THAT IS WHY THE MITIGATION PLAN
IS SHOWING ONLY THE LIMITS OF
DISTURBANCE WITHIN ZONE AE
SHIMP
ENGINEERIN 32
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
T$ Qt,
OUIN IMP >
Lic. o.45183
r�4
VSMP PLAN AMENDMENT
HORSESHOE
FARM BRIDGE
ALBEMARLE COUNTY, VIRGINIA
SUBMISSION:
2021.11.03
REVISION:
FILE NO.
18.046
BRIDGE 1 & 2 EROSION &
SEDIMENT CONTROL PLAN
C11
; , , I - , I I I'll , , , ,- �--- --- -- I- / , I, I I, I I 1, " \ I � I�ll�'ill,;Ii I " " I I - I I � I I I � � � , I ,I i " I 'I I /0 / " I/ "fIl', \ �� , /
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- I , I I I I A
- ----- ------ I �- - I , , - I - - , , I I . I , j, ; \1 I ; ; I\ \ I , I l I , -- - " / I , , I % I � I I \ I "
4C - ASHE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B I " I �, ��,l --- - I ---, 1. I- "��'-o� - -- -- - -, � ,/""/"" I , / ,,,,, ,,, , I I 11 I I I
`�
I.q I � " ,I" -
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4D - ASHE LOAM, 15 TO 25 PERCENT SLOPES, HSG:B I / - - " - --- -- ---:� // 11\1 � I . I I I -I_ - I / I I ------------------ , , , \ I Ill . I If I I I " � I'll ",\,\ , I
Ill - -: "', --- I ;"fl� I � , );,i1,!i;,I''j" I- - - " Z:l��-- I I I 1, --- --1 I � I I I I \kl,', I 1 t \ I I 11 11 \--l'...kl�, ,\, / I/ , � " " ,,,, " " ", I\ " I I
/I " III I I I / " I I" " I/ I �, I ,;��,' ,---,-_--.-------3��:�:��-- - I I- I, , - if "I I'll I ,/, , III , " , , \, I
I . - --- -- � I -'l// "' , I I, -"-� - - ------- ---- I , q �, \ --'"I''' IF " - 1 7'-7-,/-/', li�-,'l ------- ,,,,� I " I I \ \ If , " I " 1 i I " if '// ,I--- ,v , \\ ,
,� I I` - ---- \ ,.0 -� I - I - -- " --, - � , , I / \
4E - ASHE LOAM, 25 TO 45 PERCENT SLOPES, HSG:B I I-l'' i - -�� \\ V,F", -�,--,-,; --- _ I ,,, \� I � I .'' - - I- --- -- -- III " -:I �I/ -- , , I I I I, " " - ,� I I ""'i", I , \
I ''",/ /I., 11 ,,,I! ---------- -- I " ", - - I A 11,�\\\, - -I' 11, :I, - -- I I , "I I \ \ I f I \ \ \" " " \ ��, If I I . . -1 I, \,\\\\\, \1
10 - RODNDA LOAMY SAND, 0 TO 2 PERCENT SLOPES, FREQUENTLY FLOODED, HSG:A I I I;""/---------- -� � , I -- - --- - "; 'l I I I I I x --- -_-a ---- -- I ;1 � , \ i '', I I If I � 5I�-- - I " / , , ------ ��-----\ I\ T71--L-� "I -1, i - ,,,,, ---I� -�\,
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- - 1 ,',I 1 / " /11; :I!,,; �,,,,l�,�1I,�,� I , �\\� I , " Milli' 1 I I l I I I -- ---,---- ---, III I . --�--- I
,
14C - CHESTER LOAM, 7 TO 15 PORCENT SLOPES HGG:B I I I I � I . k ,I,,,-- ::-�---- I ,,, . I ,,, 1, / � I- ---- �,Z�--�,-�� � ------ SOILS (TYP) �, , ! , l I I I I ; i; ---------- -=---, - � - I" , If � � It"t), \\I I /.� -- _-_ ,I
"�,/ , , , I " �_-,�-, , �""\\ I,,"' l .,'I- . I I I I I I I -------- -----�,� - " - III` , I � , \ "I " \ " -1 \ I I I /,// I � 1 1 -'k,_1 I I v --
I I �- ,� I- _
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,I X -:: - I, �---, - � - - f ,. 1 1 1 I 1 � ; 1 1 1 f� 1 II I ,, ( I I I I " \
14D 15 TO 25 PERCENT SLOPES, HSG:B ",'". I Ill,,,/, ------ ��', I I , I I I / --: -- - - , �'I I I ,,,` -- , -- I It, , \ I I ''Ir .. .. ... I I I
CHESTER LOAM, - I --, I I, - -- - --f I � ", ", If \ �."'" \1 N, , \ \ \ :::�,-_---,
'll-ilillf1j,"I"'I'lli " III ------ -- " - 11 I, I � /
19B - MINNIEVILLE LOAM, 2 TO 7 PORCENT SLOPES, HSG:B t I ,�,Iff�,-`,tIflffffl�-" ---- "!!!!!:��!!�--"7 ,,, --i�-` -� �7"� !,
`,11, ,-, \� , - no -1 "II_ a ,
\ �i� 1�1 - I 4- , I I /, )T,13L"fkP1*,/I///,/ ------ i'l, . ; I l 11 1, 1, , I ", , / I
- -"/ I, , ,�", -, �, -11111-f��!* �I� 'Z2!;I!l! -.�-. ;-L I ! ; ; \ 11 / ,',/, ,,,�, / I "I I
I , , I I , , I 1 7 1 I I t--11 ,:�- -'--,,, ��, , , - `!�- �, I , � I I I I I I I
� l I I I /', / " / I"',--------- - -- - I, " ill, I / I 7 , --- - �- - - �-- - - � I - - - - - �� l' I , , I / I' 1, "
19C - MINNIEVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B f " I I I " Vy,�, I If � I I 1\\\ I \1 I \, I\ I , �, I ��*,�i,���,.��-��,--�--TA;-�-*-�,, L A6kI ,\ , Ij.
- " - ----- - --- �-\�,-�--- - , � �-�,`- 11 -1,111171 , , I\ \\A,�', �1 � 1, I \, , , I, /I ", I
I , , I " /"I'/- - ---" I I - -��-- --� I �1' I I " I 1\ I I ' ", t I � i
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I ,,/ I ------ - I Iii ------- '' ", � ,�� , , , I '' \, ',%,I I I I I . -----r-t I -
19D - MINNIEVILLE LOAM, 15 TO 25 PORCENT SLOPES, HSG:B ... I I ", � " it ,, A,ll,`� �f"" I 11 .111\ I � I I I I � �'l It, If ,,,, ", 'l-\ I /7 , \\\\ 1 1 1
1 '' / I ,,I III I, fil,"I'll", if "-_-_---,I--, 1\ 1\ l � " lif Ili; ; I \ I l l
I''
21 B - CULPEPER TINE SANDY LOAM, 2 TO 7 PERCENT SLOPES, HSG: B I - 11 '' I,/, " - I 11 - I , , 1" I 1, - : I , , I / i l t, \I I \\ \\ " If I \ 1, I �
R I IT , If, ", , I " , , W! " � \ t If 1; lI),Il,l\\f',,\ III ,,, I, ; / I 1 1 fl'''� ,I\ , I I I i-i i ; " ,,, , I I, \
36B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLPES, HSG:B Ij�!// 1 I " >< I, TMP ql)--� , / I / 11 / I \ !;. .l, I I " " I I , 1,
l I l /I - '' ; I " III` ----- \ , I I ,�,,,If� I \ I d5,� N") 1 I I \ \' � "
36C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES, HSG:B , I'd I I I I - --- --- ---- I 'I'll ; I \ KVVW Ill" 1 1 I, ; i� 1) I / % I , . It IIII \ \ I I \ I
I - I, y/,",-Il", - , ---------, , I I " I I\ \1 ", I \ \, \ �
f, \ /l, l � � I I",\;, / I - -�, I I III: 111) ,/ I, ) I ---------- 1, , , I " ", ,, )I ,, I I 'i 11 I \ I , ,� , I I I
- 11 I 11�1 I, I -- --��,,�,-- , , I I '9 I - I I , I \ \
I
M , A I, I I I W!
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36D - HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES, HSG: B I - I � �II;, I\ Ili' I I .. "I I I I I I I
I
37C3 - HAYESVILLE CLAY LOAM, 7 TO 15 PORCENT SLOPES, SEVERELY ERODED, HSG: B * (" " I/ " ---,�- �: - - - ['� , " , I I I i; -", ,"',, I \ Z ----- ----- 1, t'030019C / 'I, ilili I I j f I 1 I\\ \ I, I I I \ \ , I I I
---- I � ' 1, I I I I ------- " / I - 1\ \ I I I, \ I I
1, 11/1 -, I � ,I -�CRITICALJ',�I`, 11 I, ) , I '' I , - I ,I ,
;, 1, ,/1 I " ---1 � �LqPE ; ,� \I � I I' _::7�-IiI, ; '' - , ,\ I 11.
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NO PROPOSED
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P PLAN AMENDMENT
RM BRIDGE
EMARLE COUNTY, VIRGINIA
MISSION:
21.11.03
ISION:
------ I - I --- I - - - ,/ I - I I \ I,., "I "I � -
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- --- I, / ,,-' - - 11 \ I I 'I ', % l, , )Ili .\ "I \ ",,'-, , - , I/ I - Straw Wattles installed in all swales adjacent to disturbed -
I , - isK - / / '' \ / 11, /,,, , � , I 100" Ift, I _----,, --, I I\,"--,-- V , If If " I �,,� , , I I
/ / I " , III- II;
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/ , " 11 , , �l 1\ \�\ -, , , I 1-1 ---_ - - \ // ----- , \ - - - - 'A � - " , , , - 1� I ; MU as applicable.
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/ /" ,/ I I , , - - - - I -- ------�- - ---, � I I- I 1, -- ---\-,\', \ � ,\,\ ,\\, , ---- --' , Aall Silt Fence parallel to trail when trail is within 100 feet of
\
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- -
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Scale: 1 I'= 1 00'
NMI
C 2
1992 3.35
Source: Va. DSWC
TABLE 335-A
TABLE 335-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES:
MULCHES-
NOTES:
Per Acre
Per 1000 sq. ft.
Straw or Hay
1§ - 2 tons
70 - 901bs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower
winter cover)
or by hand.
Fiber Mulch
Minimum
35 lbs.
Do not use as mulch for
1500 lbs.
winter cover or during hot,
dry periods.' Apply as
slurry.
Corn Stalks
4 - 6 tons
185 - 275 lbs.
Gilt or shredded in 4-6"
lengths. Air-dried. Do not
use in fine turf areas. Apply
with mulch blower or by
hand.
Wood Chips
4 - 6 tons
185 - 275 lbs.
Free of coarse matter. Air-
dried- Treat with 12 lbs
nitrogen per ton. Do not
use in fine turf areas. Apply
with mulch blower, chip
handler, or by hand.
Bark Chips
50 - 70 cu.
1-2 cu. yds.
Free of coarse matter. Air -
or
yds.
dried. Do not use in fine
Shredded
turf areas. Apply with
Bark
mulch blower, chip handler,
or by hand.
" When fiber mulch is the only available mulch during periods when straw
should be used, apply at a minimum rate of 2000 lbs./ac. or 45 lbs./1000 sq. ft.
1 MULCHING MU
C13 Not To Scale
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES.
6'MAX.
� f
FLOW] 1-
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE 0V
STAKES.
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
5 SILT FENCE SF
C13 Not To Scale
011111101411
February 16 through April 30
Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre;
Annual Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes
are greater than 3:1.
May 1 through August 15:
Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre;
Foxtail Millet — 20 lbs/acre. Add 20 lbs/acre Indian grass when slopes
are greater than 3:1.
August 16 through October 31:
Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre;
Annual Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes
greater than 3:1.
November 1 through February 15:
Kentucky 31 Fescue — 128 lbs/acre; Red Top Grass — 2 lbs/acre; Winter
Rye — 20 lbs/acre. Add 20 lbs/acre Indian grass on slopes greater
than 3:1.
Ll0[y.11Re�y�xi]If [�7\t[�P►G•
Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread with
mulch blower or by hand.
LIME AND FERTILIZER SPECIFICATIONS:
Lime and fertilizer needs should be determined by soil tests. Soil tests
may be preformed by the Cooperative Extension Service Soil Testing
Laboratory at VPI&SU, or by a reputable commercial laboratory.
Information concerning the State Soil Testing Laboratory is available from
CITY Extension Agents. Under unusual conditions where it is not possible
to obtain a soil test, the following soil amendments will be applied:
For Permanent Seeding: Seeded areas shall be limed at a rate of 2 tons
per acre, and fertilized at a rate of 1,000 lbs. per acre of 10-20-10 (10
lbs. per 1,000 square feet) or equivalent.
For Temporary Seeding: Seeded areas shall be limed at a rate of 2 tons
per acre, and fertilized at a rate of 600 lbs. per acre of 10-20-10 (10
lbs. per 1,000 square feet) or equivalent.
2 )PERMANENT SEEDING (PS
C13) Not To Scale
TABLE 3.39-A
ADHESIVES USED FOR DUST CONTROL
Adhesive
Anionic
Asphalt Emulsion
Latex Emulsion
Resin in Water
Acrylic Emulsion
(Non -Traffic)
Acrylic Emulsion
(Traffic)
Water
Dilution
(Adhesive: Water)
7:1
12.5:1
4:1
7:1
3.5 1
Application
Type of
Rate
Nozzle
Gallons/Acre
Coarse Spray 1,200
Fine Spray
235
Fine Spray
300
Coarse Spray 450
Coarse Spray 350
s DUST CONTROL DC
C13 Not To Scale
STRAW WATTLE SPECIFICACTION SHEET
"9 INCH STRAW WATTLE PRODUCT SPECIFICATION"
PROPERTY English Small Roll Metric Small Roll
Product
Dimensions
9 in, x 25 ft. 23 cm X 760 cm
( Diameter x
Length +/-10%)
Product Weight
35 Lbs. 16 kg
(+/-10%)
Wattle Density
3.2 Lbs/ft^3 51.26 Kg /m3
(+/-10 %)
Fiber Composition
100% certified noxious weed -free strow
Master Net HDPE orientated Net, 9" Diameter, UV
Netting
stabilized. Tensile strength 30-34 Kg/100 mm. Part
Composition.
Number MN- H8WA20 or equivalent. Specification
available on request.
Configuration
(12). Straw Wattles per Pallet. Cylindrical with
Closed ends secured by metal ties.
Source: https://aefenvironmental.com
STRAW WATTLE WA
C13 Not To Scale
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species lbs./acre
50/50 Mix of
Sept. 1 - Feb. 15 Annual Ryegrass 50- 100
(Loliom multi-florum)
&
Cereal (Winter) Rye
(Secale cereale)
Feb. 16 - Apr. 30 Annual Ryegrass 60 - 100
(Loliom multi-florum)
May 1 - Aug 31 German Millet 50
(Setaria italica)
Source: Va. DSWC
3 VEMPORARY SEEDING
C13J Not To Scale
Source: https://www.erosionpollution.com/
Stuw to Is, must be
placed alo ng slope
co Mou is
S pa ctng depends
on sod type and
slope steepness
Live Stake
10' - 25' (3.8m)
Ad)a cent talk
shall tightly abut
Sediment, organic matter,
and native seeds are
captured behind the rolls.
3' - 5" (75-125mm)
8"- 10' Dla.
t > o (2W2Wmm)
/ —
// 1"x1"Sink
e
(25 x 25mm)
NOTE:
1. Straw roll installation requires the placement and secure staking
of the toll in a tten ch, 3" - 9' (75-125mm) deep, dug on co Mou t.
Runoff must not be all to run under or around roll. NOT
Source: https://ecology.wa.gov/
STRAW WATTLE INSTALATION DETAIL.
Not To Scale
EXISTING GROUND
70' MIN.
FILTER CLOTH � 6" MIN. I Al
SIDE ELEVATION
*
12' MIN.
VDOT #1
COURSE AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
70' MIN.
POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
L1L1 u SECTION A -A
10,
EXISTING
PAVEMENT
5:1 Y
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
EXISTING
PAVEMENT
10' MIN.
4 )STONE CONSTRUCTION ENTRANCE (CE
C13 Not To Scale
SHIMP
ENGINEERING2.
LAND PLANNING - PROJECT MANAGEMENT
912 E. HIGH ST. 434.227.5140
CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM
TH Q�
UO IN IMP >
Lic. a.45183
A list2( w4
o .r�
�SSI%tat �r
'PLAN AMENDMENT
RSESHOE
RM BRIDGE
MARLE COUNTY, VIRGINIA
IISSION:
1.11.03
ION:
18.046
SION & SEDIMENT
TROL NOTES &
AILS
C13j