HomeMy WebLinkAboutWPO201800077 Plan - VSMP 2021-08-06SITE DATA
OWNER / DEVELOPER:
PLAN PREPARER:
TAX MAP PARCEL No:
PARCEL AREA:
MARCH MOUNTAIN PROPERTIES LLC
1005 HEATHERCROFT CIRCLE, SUITE 400
CROZET VA 22932
ROUDABUSH, GALE, & ASSOCIATES
172 SOUTH PANTOPS DRIVE, SUITE A
CHARLOTTESVILLE, VA. 22902
(434)-979-8121
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23.27 AC
CONTACT DAVE BROCKMAN
CELL: (702)-985-9088
dave@oldtrailvilloge.com
ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016
ENTRANCE CORRIDOR OVERLAY DISTRICT
STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT
USE: 92 SINGLE FAMILY LOTS (73 SFD, 19 SFA)
GROSS RESIDENTIAL DENSITY: 3.95 UNITS/AC
OLD TRAIL VILLAGE
BLOCK 32
STORMWATER MANAGEMENT
& EROSION CONTROL PLAN
MAGISTERIAL DISTRICT: WHITE HALL MAGISTERIAL DISTRICT
STORMWATER MANAGEMENT: AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED
412512016
WATERSHED: LICKINGHOLE CREEK
TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012. ROUDABUSH, GALE & ASSOCIATES AUGUST 2018
(ASB)
BENCHMARK: INLET TOP ON OLD TRAIL DRIVE = 653.0
DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. GRADING ACTIVITY IS
PLANNED WITH THIS PROJECT IN ACCORDANCE WITH APPROVED ZMA. THE LIMITS OF THE
CRITICAL SLOPES WERE DETERMINED BY THE ANALYSIS OF THE EXISTING
TOPOGRAPHY FROM THE AERIAL SURVEY AND GIS CONTOUR DATA. A PORTION OF
CRITICAL SLOPES HAS BEEN FIELD VERIFIED TO BE LESS THAN 25% AND EXHIBIT HAS
BEEN SUBMITTED UNDER SEPARATE COVER: CRITICAL SLOPE EXHIBIT OLD TRAIL VILLAGE
BLOCK 32, APPROVED 08-30-2018.
FLOODPLAIN: PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE FEMA FLOODPLAIN LIMITS AS
SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0237 D.
EFFECTIVE DATE: FEBRUARY 4, 2005.
THERE WILL BE ENTRANCE GRADING OPERATIONS ASSOCIATED WITH THIS PROJECT WITHIN
THE FEMA FLOODPLAIN LIMITS. HEC-RAS STUDY HAS BEEN COMPLETED AND SUBMITTED
TO THE COUNTY ENGINEER FOR DETERMINATION. FLOODPLAIN DEVELOPMENT PERMIT,
FDP201800018, APPROVED 11-06-2018.
LANDSCAPING. SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND
DETAILS
NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al.
THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY
WATER PROTECTION ORDINANCE.
THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT.
THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY
RESERVOIR.
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 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.
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 7:00 AM TO 9:00 PM.
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 OF SLIDES, SINKING, OR COLLAPSE.
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR
CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES, WHERE
APPLICABLE, ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN
REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF
THE PROPERTY.
hL
WP02018liiiiiiiiiiiiiiiiI00077
AMENDMENT #2
VICINITY MAP
SCALE 1 "=1000 FEET
EROSION & SEDIMENT CONTROL LEGEND
SAF[3.01] SAFETY FENCE
CE 3.02 o CONSTRUCTION ENTRANCE
CONSTRUCTION
C R S 3.03 C R S STABILIZATION ROAD
SF 3.05 SILT FENCE
[-3.12] DIVERSION
ST 3.13 ST SEDIMENT TRAP
SB [314] SB SEDIMENT BASIN
OUTLET PROTECTION
SURFACE ROUGHENING
TEMPORARY SEEDING
PS 3.32 PS PERMANENT SEEDING
TP 3.38TP _P TREE PROTECTION
DC 3.39 DC DUST CONTROL
OP L31 0
SR 329 SR
T 3.31 TS
TOTAL DISTURBED AREA = 20.80 ACRES
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNING / ZONNING
ENGINEERING
SHEET INDEX
SHEET 1----------
COVER SHEET
SHEET 2----------
EXISTING CONDITIONS & SOILS/ESC PHASE 1
SHEET 3----------
EROSION CONTROL PHASE 2
SHEET 4----------
EROSION CONTROL PHASE 2
SHEET 5----------
DRAINAGE MAP TO S-1 FACILITY
SHEET 6----------
DRAINAGE MAP TO S-13 FACILITY
SHEET 7----------
EROSION CONTROL NARRATIVE & DETAILS
SHEET 8----------
EROSION CONTROL NOTES & DETAILS/NYLOPLAST DETAIL FOR SWM
SHEET 9----------
BMP CONVERSION NOTES & DETAILS
SHEET 10---------
BMP CONVERSION NOTES/DETAILS & PROFILE
SHEET 11---------
MITIGATION DETAILS
SHEET 12---------
MITIGATION PLAN
SHEET 13---------
MITIGATION PLAN
SHEET 14---------
LANDSCAPE PLAN & CONSTRUCTION RECORD DRAWING
REQUIREMENTS
GENERAL CONSTRUCTION NOTES FOR EROSION AND
SEDIMENT CONTROL PLANS (CONT.)
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 80 LBS/10OSF. ALTERNATIVES
ARE SUBJECT TO BE 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 90 LBS/1000SF.
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT
1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING
SHALL BE APPLIED AT 180 LBS/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 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO BE 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
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 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).
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).
23. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF
UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE
NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR
CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR
THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND
CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED,
AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF
PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION
IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY
OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND
REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING
UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE.
CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE
OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS
WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND
COORDINATE WITH UTILITIES.
GENERAL EROSION AND SEDIMENT CONTROL NO
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-3: 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 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
REVIEWING AUTHORITY.
ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY THE PLAN REVIEWING AUTHORITY.
ES-7: ALL DISTURBED ARES ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES
AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
DEVELOPMENT UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED.
ES-8:
APPROVED
by the Albemarle County
Community Development Department ES-9
Date 8/6/21
File WP0201800077- amendment 2
DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
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.
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REVISIONS
COUNTY COMMENTS
Feb 15, 2019
COUNTY COMMENTS
April 15, 2019
FOR APPROVAL
May 21, 2019
REV. MITIGATION
PLANTING AREAS
May 21, 2021
COUNTY COMMENTS
July 13, 2021
COUNTY COMMENTS
Aug 3, 2021
CONTOURS
2 FOOT
DATE
October 22, 2018
SCALE
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FILE NUMBER
8053
SHEET
01 OF 14
WRGA\TMPROA8053-OLD TRAIL\Block 32\ENGINEERINGOWG\8053-OLD TRAIL- Block 32 - WPO.dwo
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RESTORATION
REQUIREMENTS
STREAM BUFFER AREA
DISTURBED
AREA
A
2,195 SF (0.05
AC)
AREA
B
11,774 SF (0.27 AC)
AREA
C
381 SF (0.009
AC)
AREA
D
195 SF (0.004
AC)
AREA
E
128 SF (0.003
AC)
AREA
F
292 SF (0.007
AC)
AREA
G
2,002 SF (0.05
AC)
AREA
H
3,293 SF (0.08
AC)
TOTAL
AREA
20,260 SF .47 AC
STREAM BUFFER
MITIGATION/REPLACEMENT
RATIO
— 2:1
MITIGATION AREA
REQUIRED = 40,520 SF
(0.93
AC)
MITIGATION AREA
PROVIDED = 40,537 SF
(0.93
AC)
STREAM —BUFFER MITIGATION GENERAL PLANTING NOTES
SITE PREPARATION SHOULD BEGIN IN THE FALL PRIOR TO THE TREE PLANTING AND SEEDING IF
IT IS NECESSARY TO KILL OFF ANY INVASIVE UNDESIRED SPECIES WITH HERBICIDES. UNDESIRED
SPECIES MAY INCLUDE MULTIFLORA ROSE, HONEYSUCKLE AND OTHER SPECIES DEEMED TO BE
INVASIVE BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION. THE HERBICIDE
SHOULD BE APPLIED BY A LICENSED SPRAY TECHNICIAN USING A NON —TOXIC, BIODEGRADABLE
HERBICIDE TO CONTROL UNDESIRABLE VEGETATION.
PRIOR TO TREE PLANTING AND SEEDING AT THE BEGINNING OF THE NEXT GROWING SEASON,
THE GROUND SURFACE SHALL BE PREPARED AND ORDERED BY TILLING OR SCARIFYING TO A
MINIMUM DEPTH OF 2". TEST SOIL PH; THE PH LEVEL WITHIN THE GENERALIZED ROOT ZONE OF
STREAM BUFFER MITIGATION PLANTINGS SHOULD BE TESTED AND BROUGHT TO WITHIN A RANGE
OF 6.0 TO 7.0. THE PH ADJUSTMENTS CAN BE MADE USING POWDERED LIME.
ALL TREE SEEDLINGS SHALL BE BARE —ROOT, ONE YEAR OF AGE AND GROWN UNDER WET
CULTIVATION CONDITION, WHERE PRACTICAL. PLANTING PATTERNS SHALL BE RANDOM AND MIXED
FOR THE DIFFERENT TREE SPECIES WITH THE SPACING OF 5-7'. TREES SHALL BE PLANTED NO
CLOSER THAN 5 FEET AND NO FURTHER THAN 100 FEET FROM THE TOP OF THE STREAM BANK
ON BOTH SIDES OF THE CHANNEL.
TREE SEEDLINGS SHOULD BE PLANTED AS SOON AS THE AMBIENT SOIL TEMPERATURE IS ABOVE
41' F THROUGH MAY.
PLANTS SHALL REMAIN UPRIGHT DURING TRANSPORT/STORAGE. PLANTS STORED ONSITE MUST BE
PLANTED WITHIN THREE DAYS OF DELIVERY. IN ADDITION, THE PLANTS SHOULD BE STORED IN A
PROTECTED AREA UPON ARRIVAL IN ORDER TO SHADE THEM FROM EXPOSURE TO THE SUN AND
DRYING WIND. PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT
WELL SHADED, PROTECTED, AND WATERED. ALL DAMAGED PLANTS SHALL BE REMOVED FROM
STORAGE WHEREUPON THEY MAY BE USED AS MULCH UNLESS THEY ARE DISEASED.
HOLES EXCAVATED FOR THE TREES SHALL BE 3—TIMES THE CONTAINER DIAMETER OR AT LEAST
6" WIDER THAN THE BARE ROOT DIAMETER. THE HOLES MAY BE EXCAVATED EITHER BY HAND
SHOVEL OR BY POWER AUGER. EXCESS SOIL GENERATED FROM THE EXCAVATIONS SHALL BE
DISPOSED OF RANDOMLY OVER THE SITE. THE PLANTS SHALL BE SET AT THE SAME DEPTH
THAT THEY WERE GROWN IN AND THE TRUNK SHOULD BE SITUATED NEARLY PLUMB. AVOID
PLANTING SEEDLINGS IN EXTREMELY DRY, HOT OR WINDING CONDITIONS. HEAT AND WIND CAN
QUICKLY DRY OUT LEAVES AND ROOTS. WATER THE SOIL AROUND THE SEEDLINGS IMMEDIATELY
AFTER PLANTING.
AREAS COMPACTED BY FOOT OR VEHICLE TRAFFIC SHALL BE TILLED OR AERATED PRIOR TO
RESEEDING AREA AFTER TREES HAVE BEEN PLANTED.
BROADCAST THE SUGGESTED SEED MIX BY HAND OR MACHINE EVENLY OVER THE PLANTING
AREA AND COVER THE SEEDS WITH APPROXIMATELY 1/4—INCH OF SOIL USING A DISK OR
OTHER IMPLEMENT. AFTER SEEDS ARE COVERED, THE SOIL SHOULD BE LIGHTLY ROLLED TO
ENSURE A GOOD SEED TO SOIL CONTACT FOLLOWED BY APPLICATION OF CHOPPED AND BLOWN
WHEAT STRAW MULCH.
NO STORAGE OF HERBICIDES OR OTHER AGRICULTURAL CHEMICALS SHALL BE PERMITTED NEAR
THE PLANT STORAGE OR MITIGATION AREAS.
NnTF-
FOR BLOCK 32, THE ENTIRETY OF THE REQUIRED
MITIGATION AREA IS ADDRESSED BY PLANTING AREAS
1 AND 5 IN THE "STREAM BUFFER MITIGATION
MASTER PLAN" (WP0201900007). COMBINED THESE
AREAS ACCOUNT FOR 40,537 SF OF THE MITIGATION.
PROPOSED MITIGATION AREAS HAVE BEEN REMOVED
FROM THIS PLAN BECAUSE THEY ARE ADDRESSED IN
THE MASTER PLAN WP020190007. PLEASE REFER TO
WP020190007 FOR REQUIRED MITIGATION PLANTINGS
PLANING AREA #3 FROM WP0201900007 WILL BE
HELD IN RESERVE AND WILL NOT BE PLANTED AT
THIS TIME
THE ORIGINAL PLANTING AREAS HAVE BEEN
RELOCATED TO OTHER AREAS WITHIN OLD TRAIL
VILLAGE IN ORDER TO CONSOLIDATE THE
REVEGETATED STREAM BUFFERS. THE PLANTING AREAS
WERE RELOCATED TO LESS VEGETATED AREAS OF
OLD TRAIL VILLAGE WHERE THE IMPROVEMENTS
WOULD PROVIDE BETTER ENVIRONMENTAL BENEFITS
LIKE THOSE STATED WITHIN ZO 17-600
(RETARDING RUNOFF, PREVENTING EROSION, FILTERING
NON -POINT SOURCE POLLUTION FROM RUNOFF,
MODERATING STREAM TEMPERATURE AND PROVIDING
ECOLOGICAL INTEGRITY).
THE STREAM BUFFER WITHIN BLOCK 32 ALREADY HAS
A LARGE MATURE STAND OF VEGETATION AND WOULD
NOT BE IMPROVED WITH PLANTING AREAS RANGING IN
SIZE FROM 200-2500 SQUARE FEET.
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REVISIONS
COUNTY COMMENTS
Feb 15, 2019
COUNTY COMMENTS
April 15, 2019
FOR APPROVAL
May 21, 2019
REV. MITIGATION
PLANTING AREAS
May 21, 2021
COUNTY COMMENTS
July 13, 2021
COUNTY COMMENTS
Aug 3, 2021
CONTOURS
2 FOOT
DATE
October 22, 2018
SCALE
1'=30'
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2
Jimmy L. Taggart
Uc. No. 4
072IV21
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8053
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11 OF 14
WRGA\TMPROA8053-OLD TRAIL\Block 32\ENGINEERINGOWG\8053-OLD TRAIL- Block 32 - WPO.dwo
QARGA\TMPROA8053-OLD TRAIL\Block 32\ENGINEERINGOWG\8053-OLD TRAIL- Block 32 - WPO.dwo
QARGA\TMPROA8053-OLD TRAIL\Block 32\ENGINEERINGOWG\8053-OLD TRAIL- Block 32 - WPO.dwo