HomeMy WebLinkAboutWPO201600063 Plan - E&S Grading Plan 2017-03-03OWNER:
04500-00-00-1 1 1 CO
Sheet Title
FIRST GOLD LEAF LAND TRUST
COVER
P.O. BOX 5548
EXISTING CONDITIONS
CHARLOTTESVILLE, VA 22905
EROSION & SEDIMENT CONTROL PLAN NARRATIVE
04500-00-00-11000
PHASE I EROSION & SEDIMENT CONTROL PLAN
FIRST GOLD LEAF LAND TRUST
PHASE II EROSION & SEDIMENT CONTROL PLAN
P.O. BOX 5548
EROSION & SEDIMENT CONTROL NOTES & DETAILS
CHARLOTTESVILLE, VA 22905
APPLICANT-
SEVEN DEVELOPMENT
STORMWATER MANAGEMENT NOTES & DETAILS
1900 ARLINGTON BLVD., SUITE A
CHARLOTTESVILLE, VA 22903
ENGINEER.
COLLINS ENGINEERING
200 GARRETT ST SUITE K,
CHARLOTTESVILLE, VA 22902
CL
TELEPHONE: (434)293-3719
TAX MAP NO.:
04500-00-00-111CO (D.B. 4659/ PG. 032)
04500-00-00-1 1 000 (D.B. 4659/ PG. 032)
AREA:
04500-00-00-11100 — 1.14 ACRES
04500— 00— 00-11000 — 3.82 ACRES
ZONING.
HIGHWAY COMMERCIAL & ENTRANCE CORRIDOR
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET
EXISTING/PROPOSED USE.•
EXISTING SITE VACANT
U)
PROPOSED 45,600 SF COMMERCIAL/RETAIL
SUBDIVISION STREETS:
CURB & GUTTER
WA TERSHED:
THIS St TE IS NO T L OCA TED IN A RESER VOIR WA TERSHED.
TOPO & SURVEY-
TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR ROGER RAY &
ASSOCIATES, FIELD VERIFIED IN SEPTEMBER 2016. BOUNDARY PROVIDED BY
LINCOLN SURVEYING.
EXISTING VEGETATION.
PREVIOUSLY CLEARED AREAS WITH A WOODED PERIMETER.
CRITICAL SLOPES.
CRITICAL SLOPE IMPACTS HAVE BEEN PREVIOUSLY APPROVED WITH PHASE I
DEVELOPMENT PLANS FOR NORTHTOWN CENTER, ANfD THE F,?EVIOUS
ur)
GRADING AND SITE DISTURBANCE HAS IMPACTED TH, ESE PRfEV`OUSLY
0
APPROVED CRITICAL SLOPES. THERE ARE NO MANAGED OR PRESERVED
�
SLOPES ON THIS PROJECT
FLOODPLAIN: THERE IS NO 100—YEAR FLOODPLAIN ON THIS SITE.
RETAINING WALLS. NO PROPOSED RETAINING WALLS WITH THIS EARLY GRADING PERMIT PLAN.
THE SITE DOES CONTAIN EXISTING RETAINING WALLS AS SHOWN ON THE
PLANS.
ADJACENT PROPERTY OWNERS.- SEE EXISTING CONDITIONS, SHEET 2.
PHASING. PHASE 11A — ONE (1) MIXED USE BUILDING & PARli,-ING AREAS
PHASE 11B — ONE (1) RETAIL BUILDING & PARKING AREAS
PHASE 11B — (THIS PLAN)
STORMWA TER MANAGEMENT FACILITY- EXISTING BIO—FILTER AND RAIN GARDEN SHALL
ACCOMMODATE STORMWATER MANAGEMENT REQUIREMENTS
FOR THE PARCEL ADJACENT TO ROUTE 29. A STORMWATER
MANAGEMENT POND IS PROPOSED FOR WATER QUANTITY
DETENTION FOR THE REAR PARCEL. WATER QUALITY FOR
THIS PARCEL SHALL BE ACCOMMODATED THROUGH ON—SITE
BUFFERS AND MITIGATION CREDITS. SEE STORMWATER
MANAGEMENT PLAN FOR ADDITIONAL DETAILS.
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SHEET LAYOUT
SCALE: I" = 100'
VICINITY MAP
SCALE: 1" = 2,000'
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
EROSION & SEDIMENT CONTROL PLAN NARRATIVE
4
PHASE I EROSION & SEDIMENT CONTROL PLAN
5
PHASE II EROSION & SEDIMENT CONTROL PLAN
6
EROSION & SEDIMENT CONTROL NOTES & DETAILS
7
STORMWATER MANAGEMENT PLAN
8
STORMWATER MANAGEMENT NOTES & DETAILS
ROAD
A
TH 0
SCOTT R. COLLINS-
Lic. No. 035791,c
8
TOTAL NUMBER OF SHEETS
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TOTAL NUMBER OF SHEETS
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EXISTING CUL -VERT
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LLJ
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DROP INLET & S7RUC7ZJRE NO.
BENCH MARK
U
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CURB
CURB & GUTTER —
+
— — --- CLEARING LIMITS
z
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0
PROPOSED PAVEMENT
T VDOT STANDARD STOP SIGN
LU
0
EC -3A D/ TCH
200- EXISTING CONTOUR
0
DEPTH OF EC -3A DITCH
200 PROPOSED CONTOUR
<
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EC -2 DITCH
240.55 PROPOSED SPOT ELEVATION
TBC DENOTES CURB
0
:3
a
x
TOP/BACK OF
DEPTH OF EC -2 DITCH
T13 DENOTES TOP OF BOX
0
Uj
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LU
LU
LU
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0
-0
APPROVED
- -30—B NO.
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by the Albemarle County
092029
Community Development Departrnent
0
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Date 7W-7-5
SCALE
File
AS NOTED
SHEET NO,
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POGRAPHY AND BOUNDARY PROVIDED BY / �` k\' ZONE: R2 ZONE: R2 USE: SFD " 11 ,,
1 . TOPOGRAPHY/SURVEY: TO TMP 45C -1-P-9 I \ 11 '1� �,/ / I :
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N_',%\, I , N/F-HAMILTON -, , �l
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& ASSOCIATES IN AUGUST 2016. Z N/F EMSWILER �,� 1/ USE: SFD USE: SFD I :` R2 -' I / I "I �/, ,/,`4 i
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LICENSED LAND SURVEYOR ROGER RAY ,� #2927 / / .... ... - DB-1005"PG 344�� '// 11., " I // / 1� /
ZONE: R2 / // _ ,
2. TOPOGRAPHY WAS FIELD VERIFIED IN DECEMBER, 2016. 1'fj/ DB 1630 PG 654 DB 1006 PG 681 11 '11- , . - , I " USE: SFD / 1. 11 Ill I", /11
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1_� /, 1. " " I/ "� '-_1 .,. _1_1 " �,,_ #�921 / 'll". . /I -
3. THERE IS NO FLOODPLAIN LIMITS LOCATED ON THE PROPERTY PER FEMA / '/ . ,� z " , , 4- "" , i , � " "_�, - ' ' / //
#2929 /I / - " j 1, i 1/ l, ,%V I � 1.1` ,---------- , , DI3 1038 PG 42� "
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4. MUCH OF THE SITE HAS ALREADY BEEN CLEARED AND GRADED UNDER AN I", V 111. � 11 11_ ---_--,- ,"I , el�l - , , - ,�,� z4 , ol, , 'd - � �,�_, 1/1 .",� , ___ z ll ,�',
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"' I NO FLOODPLAIN LOCATED ; �l i ��'. I 1-1 , 5 �", e, I-- __� " ,
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5. THE CRITICAL SLOPE IMPACTS WERE A 1, 1� .1 ON THIS PROJECT. t- � " -1, ", ,1 "" N24?�SW I/ ..".11 � '11-1-1- / 11 1- __`
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il 4 A10y STATE,_Ht HWAY PROJECT 6029-002-17�9, RW202 I .1
I I .1 2 Q)
- 1 1, "C7__ 6,r " _----1. ______"` -.1 --- ----- — -d--- r--_ .--.9- _-.1-inch _=7_-A_d-- ft, _ =
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I -11 --99 -r -r- 6 9qqqr_ r. -9-99-1- _- I- _-6-r-.--r ---- 16-d- 1. " ,11? - . 7 61,
Jf '
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE /N ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SEC77ON CONSIST OF THE FOLLOWING:
J.01 SAFETY FENCE:
A PR07EC77VE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION
CONTROL MEASURE BY THE PUBLIC. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE BY
VIRTUE OF P07FNRAL ACCESS BY THE PUBLIC.
302 CONSTRUCTION ENTRANCE:
A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCT%ON
SITE. TOREDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF CONS7RUC77ON EN7RANCES
SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE AMOUNT SEDIMENT 7RANSPORTED ONTO PUBLIC ROADWAYS.
3.05 SILT FENCE.
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYN 7HE T1C FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORJTNG POSTS AND
ENTRENCHED TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS7RUC77ON OPERATIONS IN ORDER TO
PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE 77.1E VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS.
77 -IE 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 IN ACCORDANCE W17H THE VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK (VESCH).
3207 STORM DRAIN INLET PR07E'C770N:
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 PR07EC77ON APPLIES WHERE STORM
DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZA77ON OF THE CORRESPONDING DISTURBED DRAINAGE AREA.
3.09 7EMPORARY 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 PROTECT DISTURBED AREAS AND .SLOPES OR RETAIN SEDIMENT ON S17E DURING
CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER
MAINTENANCE.
J. 12 DI VERS -10A:
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 OU7LETS AT NON-EROSIVE VELOCITIES APPLIES WHERE RUNOFF FROM AREAS OF
HIGHER ELEVA77ON MAY DAMAGE PROPERTY, CAUSE EROS/0N, OR /N7E'RFERE WITH THE ESTABLISHMENT OF VEGETA77ON ON LOWER AREAS, WHERE
SURFACE AND/OR SHALLOW SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE 7HE SLOPE LENGTH NEEDS TO BE REDUCED TO MINIMIZE
SOIL LOSS.
J. 13 TEMPORARY SEDIMENT TRAP:
A 7FMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OU7LET. TO DETAIN SEDIMENT -LADEN RUNOFF
U
FROM SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. USE EAS
BELOW DISTURBED AR WHERE
THE TOTAL CONTRIBU77NG DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT
MAY BE CONSTRUC7ED EITHER INDEPENDENTLY OR IN CONJUNC77ON 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 CON7RIBU77NG 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 PR07E-C710N:
STRUC7URALLY 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 PR07FCT THE OUTLET STRUCTURE, AND TO MINIMIZE 7HE P07EN77AL 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 WI7H FILTER FABRIC OR GRANULAR UNDERLINING. TO
PROTECT THE SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING THE
P07E'N77AL FOR INFILTRA770N, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS, AND%OR NON -COHESIVE SOILS USE WHEREVER SOIL AND WA7ER
INTERFACE AND THE SOIL COND/77ONS, WA TER 77JRBULENCE AND VELOCITY, EXPECTED VEGETA RVE COVER, ETC., ARE SUCH THA T THE SOIL MA Y
ERODE UNDER THE DESIGN FLOW COND177ONS
3 20 ROCK 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 7HE
DITCH ITSELF MAINLY BY PONDING OF THE STORMWATER RUNOFF THIS PRACTICE, U77LIZ/NG A COMBINA77ON OF STONE SIZES, IS LIM17ED TO USE IN
SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS
3 31 TEMPORARY SEED/NG:
THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.
TO REDUCE EROSION AND SEDIMENTATION 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- SITF AREAS, AND TO PROVIDE PROTECTION TO BARE
SOILS EXPOSED DURING CONSTRUC77ON UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED.
332 PERMANENT STABILIZATION:
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE 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 SITE COND177ONS,
AND ALLOWS SELEC77ON OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON
COMPLE77ON OF CONSTRUC77ON ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER.
3.35 MULCHING:
APPLICA77ON OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PR07E'C77NG 7HE SOIL SURFACE
FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOWW, TO FOSTER THE GROWTH OF VEGETATION BY INCREASING AVAILABLE
MOISTURE AND PROWDING INSULATION AGAINST EXTREME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANEN7LY 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 7REES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL
STABILIZA77ON BY THEMSELVES, CAN BE USED IN CONJUNC77ON WITH TEMPORARY SEEDING
J.37 TREES SHRUBS VINES & GROUND COVERS:
STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETA77VE COVER WITH TREES, SHRUBS, V17NES, OR GROUND COVERS. TO AID IN STABILIZING SOIL
IN AREAS WHERE VEGETA 77ON OVER THAN TURF /S PREFERRED, TO PROVIDE FOOD AND SHELTER FOR WILDLIFE WHERE WILDLIFE HABITAT /S
DESIRABLE APPLIES IN AREAS WHERE 7VRF ESTABLISHMENT /S 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.
338 TREE PRESERVATION AND PROTEC770N:
PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONS7RUC77ON AC7714TY. TO ENSURE THE
SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CON7ROL, WATERSHED PROTEC770N, LANDSCAPE
BEAUTIFICATION, DUST AND POLLU77ON CONTROL, NOISE REDUC770N, 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 AC771477ES.
DUST
.CONTROL:.
39 CONTROL:
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONS7RUC77ON AC77Vl77ES 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 CONSTRUC770N. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH.
EROSION CON TRO
SIL? 1
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F,
ST
nswwn nom
SB
sept, t - Feb. 15 541510 Mix of
iP
Anntutl Rr rass
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CEFF1
Cereal (Wiener) Rye
. o i _ enr 'els)
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Feb. 16 - Apr. 34 Annual Ryegrass
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* VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK SPECIFICA77ON NUMBER
STRAW BAIL BARRIER 3.04
TEMPORARY DIVERSION DIKE 3.09
TEMPORARY SEDIMENT TRAP 3.13
SEDIMENT BASIN 3.14
INLET PROTECTION
SILT FENCE
CONS77?UC77ON EN7RANCE
CHECK DAM
TEMPORARY FILL DIVERSION
DI VERSION
PERMANENT SEEDING
TOPSOILING
CULVERT INLET PROTECT70N
DUST CONTROL
TEMPORARY SLOPE DRAIN
SAFETY FENCE
3.07
3.05
J 02
3.20
3.10
3.12
OA
+
3.32 - - - - -
"
as
3.30 - -- - zoo- ---
3.08 200
240.55
3.39 r___--
3 15
3.01
TEMPORARY RIGHT-OF-WAY 3.11
DIVERSION
EXISTING CULVERT
CULVERT
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC -3A DITCH
DEPTH OF EC -3A DITCH
EC -2 DITCH
DEPTH OF EC -2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
VDOT STANDARD STOP SIGN
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF CURB
T/B DENOTES TOP OF BOX 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
NOTES:
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32.
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35.
rn,_r'� PERMANENT SEEDING SCHEDULE
F_J X1
"IDOSION CONTROL NOTE'S
N STRUCTURAL EROSION
- D S
ES 1: UNLESS OTHERWISE INDICATED, ALL VEGETA77VE A
AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA
EROSION AND SEDIMENT CON7ROL HANDBOOK AND VIRGINIA REGULATIONS VR
625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS.
ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO 77 -IE
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 S17E AT ALL TIMES.
ES -5 -PRIOR TO COMMENCING LAND DISTURBING ACTI VI TIES 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.
ES -6: 77 -IE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADD1770NAL
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 AC77W77ES AND DURING
SITE DEVELOPMENT UN77L FINAL STABILIZAT70N 1S ACHIEVED.
ES -8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN
APPROVED WATER FILTERING DEVICE.
ES -9.77-1E CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE
EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
Genies: con.structioit notes forErasion =4 Sedliment Con1.trol plaais
1: Th e 11
pian appy twin: authority inust lie notified one +leek prior to 1�1i' pre-cohStruction
c ou#crnue, oat cveelc. prior to the etimencetli1.ent tsf land dsturring actiiy a1.nd unevek.
pI'llrior tt the fitxl inspection;
co ct a: tid m ' ntained accordin to
.1 All 1erosion I and se1.diti I conte m ores , , be nstru cif ar g.. .
mininiuni standards. and spedfications cif the Virginia Erosion aifid.Sedirnent Control
Handbook a1nd �iirglnia Regutatians, R 6' �0 00I .1 �ressiciif and Seditlierit Control
�.�g ;WOOS.
3,: Ali erosion said sediineixt cor trawl Ineasurc s are to be placed ricer t>o' o1.r as the first:step Ira
.
eiearing.
4; >A ?Y approved � of the roved eros on and sedf iner t c.6iitiol plan shall be'izlamOined oil the siteat
all l ini s. 1. I 11
5, Prior t1.o, commencing.land disturbing>activities in area1.s other tha1.n ndicated on these flans:
11
(inc11
luding, but not limited tq, off-site borx1.>a�v° of waste areas), top contractor shall submit;A
stappleriicntary exosioit contr+al islara io die r'iwlter fcr ri v ie v' altd approval. try the plan
approving authority.
o: The contract r is responsiiil b instAlation of allyaddit%obal of siorl corlttol rneasurres
rim essary to preveiat erosicaii and sediffidota4ot t as .determined by tile. plait approving
autblority.
7; All disturbed areas are tts drawn to approved $editneiit control iii ores st allII tunes during
tared distuibiiig activities and during site development until final stabilization is achieved':.
., Llur,ng:d waltaring eiperatiorts, water will be pumped inter alt apprcived filtering dcvic :.
`i3se c rteamr shall inspect all erosion outrot measures periodically and,0ter ea+✓ rila
pr oditclirg rainfall > vent. Any.nec:essary repairs or cleanup+ Ito maintain to effecf yeric3ss of
th1.
e ert aion control devices shall be ttiade immediately.
10; :.All fil nW ai tris be taken f oin an approvee designated boxrow area.
11. All waste materials shall b;~ .taken to an approved 'waste area. Earth fill Shall be inert
r11
tiate als only; free.cif`resects, st1.0 Ips,;W�ood rubbish; and Tither de1.bris.
1 ; :l3 .r�ri}w or sxrnste areas are #c be reclaimed Within 7 day's rad eozripletion per 211
tiiaiiig
Ordinattee section 5:1.2.8,
1;3: All inert materials shalt be. transported in compliance with sectiion,137301, of the Code of
Albelnar'le-
* B3orrow fillor waste;activityiriv,.o.Viiigindti'trial-typepoweregiripment Shall limitedtt
tkre htatixs of 7;t3alli te? 9;0ixa.
15. Boam, rill or ,waste activity shAll conn acted in a safe manner t a maEintahis latew
support, OF order to mimrni anyyhazard t€� perrS0AS, piiysieal damago t1.o adjacent Ian4 and
icxtirroernent, and1. datrrage act any pulblic street lei attse o;lirWes, saning crr collapse:
16, 'die developer shall reserve the right to install, malt taari, rerrioNTe dr convert to permauer t.
storni ater anage nt faciliiios where app cable all exosion controt measures required
I'llby tIhia'plao l7egudless of thea sale est'' arty lot;. n it,,b.w 4irag or csther;portizDit of the prrrl�zly
1,"l. 'ernporary stabilizsation shall be- temporary seeding and muilc'bi-xg., Seeding is to be at'75
ltaslaae, and n the moilttts of Septeniber to February to_:w asist a 50/50 mix of Annual
yegrass and ICereai' Winter Rye, ;gr a Much and: April td coxisWi xt of Atui Tal Rye, or May
tttmugh1. August to consist of erinaai 3�ilillet S"�" mulch is to be apFlieti at 80lbs/l psf.
Alternatives are subject. to approved by the1. Count= erosion conttrol i�pectc�r.,
18: Permanent Stabilization shall be. time and ferblizer,;permanent swding, and mulch.
Leri into the tc 4-6
(J0 sf irrlecsr ra
bbe a 1i1 at901ba11 4i
Agricultural grade liiiieStoric shall pp
iocligs zit soil. Fertilizer shalt be.applied:at 1�liistacre Arid eo>nsist cif A l0-20-110 nutrient
11111, �'ermanent seeding shall be applied at i0lbslacre and Gortlstst of 9� r Rerttucky I... i .or
'pall Fescue and 0-5% Perennial ll ye :ass or Kentucky Bldegralss.., Straw. mulch is ter be
y
applied at 80lbsllOosf. Alternatives: are subject to approved by .the C OUnty erosion control
inspector.
1 . ,untenance; All measures are to be hispec�ted weekly and::afterr each. rainfall. Any €lamage.
€rr. c Iogginb .1 struictaaral measures is: -I o be repair i mediAeiy. ,Silt traps arc to be.;cteaned
when 1.50% of the wet storage; volu Ire is filled. with sediment. Adl seeded -areas aTe to be,
reseeded when necessary' tto achieve a.good stared gat grass. Silt fence 1.and diversion dykes
Akhich'are b611'ecting; s6dime it tofial their heright:imust: :cleanted and eefiaired
iza mediately,'
All t riipo crock acid sediment control measures are t tae I removed NvitWn 3U bays of
final ate Stabilization,, z�tion, when, , ineasut es are no 10119er needed, sulbJect to approval by the
C.OuAtY Vliosi,on cc6htrtil In , pectora.
1. This,p.Ia shall be vo d if thexswner does not obtain a peril lit w ttliia 1 year of the date.of
approval. (Water Frrotectio-n Ordulatice .section 17 -'?0=1 1.) .
22: Perntitnarii vegetation. shall be installed ora all denuded areas wi4bill nine: ('9) rriondis atter
the date thelandd disturbing Activity.essrl menced. (Water Proteut'ion Or.Cl narlce section 17:-
2Q?l3) _
TABLE 3,31-A
LIMING REQUIREMENTS
FOR TEMPORARY SITES
Recommended Application
pli Test gf _ ,Slo=w L-iinestone
below 4.2 3 tons per acre
4.2 to 5.2 2 torts per acre
5.2 to 6 1. ton per acre
Source- Va. iDSWC
GENERAL SLOPE (3:1 OR LESS)
KENTUCKY 31 FESCUE
RED TOP GRASS
SEASONAL NURSE CROP
TOTAL LBS PER ACRE
128 LBS
2 LBS
20 LBS
150 LBS
\� -
NO SCALE
(STD. & SPEC. 3.32 OF VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK, 3RD ED.)
TAIILLT 331.9
ACUK" I E TEMPORARY SEEDING FrAM rt1XWMAr.s
'QU1M' ,R'I R"CF, FQ% ALL REGIONW
Rare
Bafit»Q 511"k,
4hj=6
sept, t - Feb. 15 541510 Mix of
Anntutl Rr rass
mufti-flmml
50-100
Cereal (Wiener) Rye
. o i _ enr 'els)
Feb. 16 - Apr. 34 Annual Ryegrass
60 • 190
a4aw ,,Iti7.tli-As 3)
May 1 - Aug 31 German Millet.
So
{�%Iio)
Snarte: VA. D$WC
AD / iN j
MEASURES: .fir
CONTROL
EROSION AND AND SEDIMENT CON7ROL MEASURES.
CONTROL MEASURES°
IT IS AN77CIPATED TO USE CONS7RUCT7ON ENTRANCES, DIVERSION DIKES, EXISTING SEDIMENT
BASINS, AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY
SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC770TIES
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
BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETA77VE COVER. PERMANENT
SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND
WHERE CONSTRUCTION ACTIV177ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE
PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE.
SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED.
TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT
DORMANT FOR MORE THAN SEVEN DAYS. THESE AREAS SHALL BE SEEDED WITH FAST
GERM/NA77NG VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELEC77ON OF
SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED.
CONSTRUCTION ENTRANCE.•
A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF
VEHICULAR INGRESS AND EGRESS ON A CONS77?UC77ON SITE. TO REDUCE 77 -IE 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 7HE
AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS.
a�t1VCE,
'
A TEMPORARY SEDIMENT BARRIER CONSIS77NG 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 CONSTRUCTION OPERATIONS /N
ORDER TO PREVENT SEDIMENT FROM LEAVING 7HE SITE. TO DECREASE THE VELOCITY OF SHEET
FLOWS AND LOW -TO -MODERATE" LEVEL CHANNEL FLOWS 77 -IE SILT FENCE BARRIERS SHALL BE
INSTALLED DOWN SLOPE OF AREAS NTH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF
T D IMMEDIATELY FROM SHEET FLOW AS INDICATED. 77-IEY SHALL BE 1NSPEC7E MMEDlA7F Y AFTER EACH
RAINFALL AND MAINTAINED IN ACCORDANCE WITH 77-!E VIRGINIA EROSION & SEDIMENT CONT70L
HANDBOOK (VESCH).
PERMANENT STABILIZATION:
THE ESTABLISHMENT OF PERENNIAL VEGETA77VE COVER ON DISTURBED AREAS BY PLAN77NG
SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO
PERMANENTLY STABILIZE DIS77JRBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO
S17E CONDITIONS, AND ALLOWS SELEC77ON OF THE MOST APPROPRIATE PLANT MATERIALS TO
IMPROVE WILDLIFE HABITAT: TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF
CONSTRUC77ON AC77VI77ES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER.
TEMPORARY =VAIG:
THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING
WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND
SEDIMENTA77ON 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
DOWNS7REAM OR OFF-SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SOILS EXPOSED
DURING CONSTRUC77ON UN77L PERMANENT VEGETA77ON OR OTHER EROSION CONTROL MEASURES
CAN BE ESTABLISHED.
DUST CONTROL:
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND
CONS 7RUC77ON AC770TIES
TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND
REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL 77-1 HAZARDS,
TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE.
DUST COA17ROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF
DUST DURING CONS7RUC77ON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH.
TEMPORARY DI VISION DIKE.•
A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED
AREA WHICH DIVERTS OFF-SITF RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A
STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING
STRUCTURE. MAXIMUM EFFECTIVE LIVE IS 18 MONTHS
ROCK CHECK DAMS:
SMALL, TEMPORARY STONE DAMS CON57RUC7ED ACROSS A DRAINAGE DITCH TO REDUCE 7HE
VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LIMITED TO
USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS, SHOULD NOT BE USED IN
LIVE STREAMS
STORM DRAIN INLET PROTECTION.
77-1E INSTALLA77ON OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS
OR CURB INLET S7RUCTURES PRIOR TO PERMANENT STABILIZA77ON OF THE DISTURBED AREA;;
LIM17E-D TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL
LARGE, CONCENTRATED STORMWATER FLOWS.
TEMPORARYR
SEDIMENT TRAP.
ASMALL PONDING AREA FORMED BY CONSTRUCTING A EARTHEN EMBANKMENT WITH A STONE
E
OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL
DISTURBED AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE
OUT: MAXIMUM EFFEC77VE LIFE IS 18 MON7HS.
TEMPORARY a2MENT BASIN:
A TEMPORARY BARRIER OR DAM WITH CON7ROLLED ST0RMWA7ER RELEASE 57RUCTURES WHICH IS
FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY IT
IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER
FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT. IT CAN BE
CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY
MAXIMUM EFFEC77VE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A
QUALIFIED PROFESSIONAL,
0U7LET PROlEC770N:
7HE INSTALLA77ON OF RIPRAP CHANNEL SECTIONS AND/OR S77LLING BASINS BELOW STORM
DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUT77VG FROM SCOURING AT OUTLETS AND TO
REDUCE FLOW VELOC177ES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE
OUTLETS
CULVERT INLET PRO7E"C770N
A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS
SEDIMENT FROM ENTERING, ACCUMULA77NG IN AND BEING 7RANSFERRED BY THE CULVERT: IT
ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING 7HE PHASE OF A PROJECT WHERE
ELEVATIONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES
TO BE INEFFECTIVE.
SAFETY FENCE.,
A PROTEC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL
MEASURE.
PERMANENT STABILIZATION.
PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS PER THE PERMANENT
STABILIZA77ON OF THIS EROSION & SEDIMENT CONTROL NARRATIVE.
AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED,
FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF
THE FOLLOWING.•
TOP SOIL - 2" DEPTH
LIME - 2 TONS/ACRE
FERTILIZER - 600 LBS/ACRE OF 15-30-15
SEED - ERNST 5311 CONSERVA77ON SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAW,N
CREEPING RED FESCUE, 375 LBS/ACRE ARGILE KENTUCKY BLUEGRASS, 37.5 LBS/ACRE-
PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYEGRASS & 15 LBS/ACRE PLEASURE
PERENNIAL AFTER THESE AREAS ARE STABILIZED THEY WILL BE MOWED AND MAINTAINED
ON A REGULAR BASIS
MAS TENANT F
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY
AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE
FOLLOWING ITEMS.
A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN
ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK.
B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT
WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE
GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED.
C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR
DETERIORATION OF 77-1E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE
REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE
TOP OF 77 -IE BARRIER.
D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS
MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.
EROSION CONTROL NOTES & NARRATIVE
PURPOSE.- 0�
THE PURPOSE OF THIS LAND DISTURBING AC77VITY 1S TO GRADE THE NORTHTOWN PHASE 1_�
IIB SITE FOR FUTURE DEVELOPMENT. THE TOTAL AREA TO BE DISTURBED WITH THIS PHASE O '`P_
OF DEVELOPMENT IS 3.52 ACRES
EXISTING SITE CONDITIONS. O SCOTT R. COLLINS`�
THIS SITE CONSISTS OF AN OPEN GRASS FIELD NTH APPROXIMATE HALF OF THE SIDE C) Lic. No. 035791,1,
LIGHTLY WOODED, SLOPING DOWNWARD TO THE NORTH. THE SITE IS LOCATED TO THE
EAST OF ROUTE 29 AND DRAINS TO AN EXISTING CREEK ON-SITE. 16
EAST
�'� c.
ADJACENT AREAS. ���ZoAL�� Z
THIS SITE IS BORDERED TO THE EAST BY THE EXISTING GANDER MOUNTAIN SHOPPING w
CENTER. TO THE SOUTH AND EAST EXISTS SINGLE-FAMILY HOMES AND A RETAIL AREA. z
NORTHTOWN PHASE I EXISTS TO THE NORTH. z
OFFSITE LAND DISTURBANCE. • Lu
ALL OTHER LAND DISTURBANCE IS TO OCCUR WITHIN THE LIMITS OF DISTURBANCE AS z
SHOWN �
CRITICAL AREAS. L o
CARE SHALL BE TAKEN TO PREVENT CONSTRUCTION RUNOFF FROM ENTERING THE EXISTING ¢ 0
CREEK ON Sl TE. U
SOILS: Z
110 C
SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA
INCLUDED WITH THIS NARRATIVE. 4 LU r_
SEQUENCE OF CONSTRUCTION. ,i V
1. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE -CONSTRUCTION MEETING AS � n
�
REQUIRED. 21 ¢ ¢ U)
fn
2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION -' � v
PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT L r_12 Z x
J. INSTALL THE PAVED CONSTRUCTION ENTRANCES WITH WASH AREAS AS SHOWN ON THE uta Q)
PLANS. CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONSTRUCTION VEHICLEii p
ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THEa V)V) 0 o
TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. o
1-11
WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL M cn *� a 0 �
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED 0)
-
FROM THE ROADS BY SHOVELING OR SWEEPING AND 7RANSPOR77NG TO A SEDIMENT r� w -Y
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT M a- � C
IS REMOVED IN THIS MANNER, a � o LU
4. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE EROSION CONTROL 14 m
SHEET THIS INCLUDES SILT FENCE, DIVERSION DIKES, AND A SEDIMENT BASIN. UA u., <
MEASURES INTENDED TO 7RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP co
C
WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE 0 °
UPSLOPE LAND DISTURBANCE TAKES PLACE. W o
5. IN ADDITION TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE /S INSTALLED,
INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE EROSION CONTROL LU C
PLAN. a
6. ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ONE -
THE EROSION CONTROL PHASE I PLAN AND THE INSPECTOR HAS APPROVED THE
EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERATIONS.
STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, o
DIKES, AND DIVERSIONS IMMED/A TEL Y AFTER INSTALLATION. ko �
7 ROUGH GRADE THE SITE TO THE CONTOURS SHOWN ON THE EROSION CONTROL PHASE 11 d iz ko 1-1 ' I
PLAN. ❑ � ` o
S. PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS "'
WITHIN SEVEN DAYS AFTER FINAL GRADE /S REACHED ON ANY PORTION OF THE SITE a
TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED
AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED)1-1
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS E
THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. o
9. ONCE THE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE C
CONTRACTOR CAN REMOVE THE EROSION CON7ROL MEASURES. NO ITEM SHALL BE
REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES 0)
PERMISSION. THE PROPOSED SEDIMENT BASIN SHALL BE CONVERTED TO A PERMANENT ._ .
SWM FACILITY AS SHOWN ON THE SWM PLAN. I-- a
10. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROS/ON {'� S
AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL C,i a -
PROGRAM ADMINISTRATOR /N ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT M 0
CONTROL IIANDBOOK. CN � °
11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED RNMEM�: f
WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES 3
ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM �'
ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM a-
I UJ a
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO0!
PREVENT FURTHER EROSION AND SEDIMENTATION. ' >,
0 C
W Ma
sy ' 0 O
N > _0
* 0 F"73
SOIL DESCRIPTIONW 1,0
C
34C GLENELG LOAM -79 TO 159 SLOPES, FINE -LOAMY. THIS VERY DEEP, WELL DRAINEDLJJ 9 0
SOIL IS FOUND /N CROP FIELDS. RUNOFF CLASS RANGES FROM LOW ON LEVEL Q
SLOEPS TO VERY HIGH ON STEEP OR VERY STEEP SLOPES - -a
34D - GLENELG LOAM -1590 TO 259 SLOPES, FINE -LOAMY. THIS VERY DEEP, WELL DRAINED >-- _J cc
SOIL IS FOUND /N CROP FIELDS RUNOFF CLASS RANGES FROM LOW ON LEVEL FlEffm U)�,�+ o
SLOEPS TO VERY HIGH ON STEEP OR VERY STEEP SLOPES 1. - C�
�
TEMPORARY SEEDING. ' `'� o
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF 0 t"
T
TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION L9 ,; 1 U
IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND
ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT Q 00 �-
BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. = i.-� Z -00
ZW D
;i' ''I F__4 -a
PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS e••+UJ °
FROM TABLES 3.31B AND 3.31C. NOTE THAT TABLE 3.31B PRESENTS PLANTS WHICH I
CAN BE USED WI THOU T EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3 31 C W �e 0
PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS � <
TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO }_ � Q
GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. 5 W- U?b E
AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FORtfl W a� ;7
TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE ACTUAL NEED0
UJ
ALONG WITH SUGGESTED APPLI CA TION RATES. � z
FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1, 000 SQ. ZLLJ Z 0 _Z
FT.) OR EQUIVALENT NUTRIENTS LIME AND FERTILIZER SHALL BE INCORPORATED W
c'
INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. 1L3
IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER z
ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR �- a o
HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR J�
OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS MOST 3: °
EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION ry L
OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT g
GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING.
o)
SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CUL TIPACKER E,
SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1J X
INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE
0 CN Q)
PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE
PLANTED FROM 4 INCH TO J DEEP. Z"
LU 0
SEED/NGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER h I-
MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC- 3.35, U �" Q)
EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. v LU E
I
STRAW MULCH SHOULD BE USED DURING THESE PERIODS C_%
AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL JOB NO. 0
EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 092029 o
U)
STORMWA TER RUN-OFF CONSIDERATIONS.' scale
STORMWATER MANAGEMENTTHE STORMWATER RUNOFF FROM THIS PROJECT DRAINS ,Lj j NOTED:NOTED0
TEMPORARILY TO 7HE SEDIMENT BASIN. THE SEDIMENT BASIN WILL BE CONVERTED TO A C
PERMANENT STORMWATER MANAGEMENT FACILITY AFTER THE DEVELOPMENT OF THE a
NORTHTOWN PHASE 11B SITE. SHEET No. Q)
�_
11", - —,
,, I i i � / � `13'1,�, � � I 11 I 1, %, ,��.,k"k —, `%,
"I \� � i I \ .
I I k � �
j .1 1� 1� ....... ,,,� � � " I � : . \ " , " _,",
% \ 4 1-1%.", ,
I Zn� '11�1 '�, _ I � z � lkl, - � 1�
%") "I 1, � / / TMP 45C -l -P-12 ,, z � ; NOTES:
". ! i i
I ; i C \
,�, ff I m", t r / I 11 �
� �, ,TH
I 11 I
I " 9 TMP 45C-1 -P-1 0 TMP45C-I-P-11 I '. /
__1' "',, i� , N/F BRUMBAUGH' " � , i , 'A 0
z 4 .
,,, ,,,,, I � i / ;
� t�_. ltl,�� I : ., I :L. THERE IS o.o6AC. OFTREE CLEARING ASSOCIATEDWITH
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L 1[- -'----7- L ......... ... LL . - 'L L _---_-_1 ._ ------ -- - - 1-1 __ ------ -L ... L -L leeel � . -___,j,_- ---- L ----' -1-11-1-1-11-- _____ - ------ - __---1.____ --, ------ --- /____ __ __
__ _ ______ -'---'----L - ------ L-------- --_ '___ I -- ---- _ _-__L_-_-__. � I , _ -L ... - --- ------ � / - ---- --- L-- - � �L7 ---= SHEET NO. 0-
� - "I / / �, / / Q)
, I 1 I -.--,, ______--Lr'
L . z� 11.,:.,.-, - " - I ,::,:.. -11 - Y R , " - - FKEIL-l", .,_-_,_-_r-_ --1-11-11-1. ---L"' (a
-, _ ,
. - -
", ,., ______'��___.____ !, . . . . . . . . i 1 -.16mm -nomd I
�.�,, I Lr % 1(
,, �',,,.,
�&��":��O I "
- , � t�:.., ABLE WIDTH /R/W \ 1
� I , _ I—- "I L--- RW- I 0:�_ ---- "r - __ / __ _____ __ ' ' " I
, - �,__ .-__ __,--______L __ ,,��\, __ ---L'---r- ______ ,--- _ 1 4 0)
'L , _4- ------� ------- "r ..... . .._______.. . L' I---- - /_�_,_�,�, __,!__:,:, __ _/_ _,-__(-_-1N , �
___4/I:: _: / I
" I ,� I I inch = �� ft. 11, _C__
"
; . '_ � S - __ `ik I , , %, � // / / - -_
__1 ------ 1-1.1 ... �ll.-I"--"-'-"-��L--,-L---,-,-,L --_ -- - - ------------- - - " I— -A' STATE'_H_I'Glv�� RIDJECT __��9-__G - r fq ,,�,\j __ __ __ I
- _r � �, ------ ----- --L-'-----r ------- ____ -___ rr_--- - ,---,----L-r -- - --- _,_,_, -----'-* -- ----- --------- Lr -Lr---- ,-rrr-,r--,---L- ---*-" "r. -.1, I., ,
11 +m, - -L / I _ - � - __ ,L I / I / '. I - — —
`
'I-, x ' TMIP 45C -1-P-10 TMP 45C -*I -P-1 I N/F BRUMBAUGH' ,,,' ' I -
. _11 " "' - - :,�;,�/,, , 1
1# - -1 1 1 # , , ., � - _ __ - / ", / , _,1 .., . I" - �� /I I - "I -, " 11. . ./
- 1_ `,_, ,-I',.,. -, , I ORARY CONSTRUCTION EASEMENT , 4 , 1, , I ENCOMPASSED BY SILT, , /, J " % - I "I / , _'�\ _----- *
I I -, _/ - , � , N .� ,
. .1. . 14 17 � I ", . 1. / - \ - —_
_e ! —'I— . / " I — I / -, —,
, . — / ,
- 1 I , I : , I , I _.. -
_. , , , _" - - " I __( _O/ "I / I __1
— , I" -, I ),! !/ lvi ,,,, I ,; — - —, . \ —
` 11 , ,_ , , FORFUTURE STREAM RESTORATION WORK "� , , - / / , _', -TENCE AT ALL TIMES
,_ ', 1, "' "I, - I I . I - - , 1 , / / r ., � I I 0 : r, / i , -1 I ", \ t_
I 1, , , , 1. \ " I _11�� - � 0
I 1, , , , - . A , ),111� 7, 1, ,,J, ,,� , I , 11 ,% j - 0
- I ; I I — — 7' 1 z::7_"1 , " - , I
__ il�_� --- I � t _ . _ "I ,i I -, :_, -,f _q --� .11 - N Z:::::�, 4 ,; ,-DD ; \ ,� / ", ,,,, 1. '��
I I J, k " " ; % - " - ,,� \ ____ _____".1 Y
. , _2�, " ... ",\ \ f
I ,,� . 1. -�;, " It."Im", , ,, , � _� ,,�� j i I I . x /
USE: SFD ", , ; i. '' - ' I—. - - �,�i,`N,� �, J41 , -,: .� / / .", \ - 11,,
DB 2202 PG 307 ` I ( \ I ,, SE CORNER OF CONCRETE , , "' : I I TOP FROM ELEV. 453.60 . , / /" I % � I `
11
I I " �� �\ / SLAB AT PROPANE TANK., , - - `��) "",,& , TO TOP OF DAM ELE .11 ,;11. � �, \ " ,
",.,- , i %
I I ,!� ,. I . I " I I / 11 I / c 11 11
.- . '�, i , i( ,' 0 e I �% I , "ot,
___ I " "-_ i i I I ... I - , I I i I : , / I , ,,\ 1% ,-,-, 11 I
- - - — ---- ----------- —, , __ . , , 1 \ i: i : ., '. \ \� \ , \ I I \ t . , --- - 11 I\W, \ \ TR ___ . �� Al 1,
----_-_ 1, I, .", / " 0 "' / \ F il , I I , i _ " - % \
- I � i/ / ; .1 \ X I � , , 'I I 'i . \ I/ SEDIMENT BASIN - .." 1.. _" - \ 1%,
-.1, 'I_ .11, .1 - ' t� I i I �. \1 "I t i ki � 11 __ .. I ------ ._, " " 1, " \ %, %ii ( %
, I . t \ " i ; ; I i � I \!��
TMP 45BI ,, P ':.: I '"- UTILITY EASEMENT \ , � , , Vi/ ', \
, / J., I ;" % \ 11 0�- FFLE � - I
-1-A-2 . /Z� - ,;' " , , �__
. , %" / I ,I " - . � I % " OPPOFT', ,,, � 1, \ TS t . " ,;��,' ,�� - � 11
Y
, \
, 14", /1 i I '. 1, - .2 i I . ' ' ' I \ I _ , \,-"I-
- , � � \ � 1 3 ,'I, " __
- ___ � � k U I , I , ' D " I \\ LOCATION , I —_
I / I , i 'A � , I
/ ', /� /� / i \Ii I 'i� 1 , 1- , I, ', i I I " I ; \ I " .. .1 \ , , \
) ; . / I - - 1, ' . 1. I , , . 1, \ - \ %
,�\ - . I I \\ PS - I \ I\",\, I-- ,�` , \ 114
, I 1�1 _ ,.,F - I i \\ \ ,�.*,,- -i,,..., ' \ \___,"
/1,111 . . : . . __ ! : I I , , I - - �'
, (I,/ / ; I I .11, I " ,, ,i,,,, I / - 4 �. ,; m -_ , ,,. - i . - - - ,-'.', ,- . . �- .;� �:4i��.- 1 _,�,__�\__ - >, I - 1k
, p ., ) , i 1�� � di" 8
-!, / ; I , , BUFFER , : "',,*,.;�,,.�-".".,._ ,�,N,,,i"'-,;,-,�_t �,,
- ; ,1 i , , \ _ I I I , ) / % , , * " '�;', , , -�.�- -.,;� , - -\ - ,, ,
__ , I I , ; ! i !", 11 I 1. I I / r I- % \ I �.'p,",`."',�'L,:;', :.� ,_ ", "' _ �!N"",'%,i��,�:,Ii, - ,,5 O', \ i I I \,
, f : I I I � '] I" [ ,,, --, - 11 "'." .;.. I K :_ ,`-�,''�-�, - '" , I w -1-A-23 \
� , , ; . \ , I � I � i I - - t_-.---_.,.--, - _., -
j. � 1 / : ...I- I. X
11 _�//;�,,, z t i I., I, ; _% I ,_... ,,`.:',
I . � I 1 � I �)- .11 ...'I. U01m w r 11'
I " V -O, .) " . - , ''I. " , " , I I _,� , ,,, j � "I __ 1-- I -=-a "'.. _. 'TAGING AREA, r 1- \� . I ' _1�
I 1/1-11 : __ I , I I , � ii, , A " , . I .
', / �,-
/ _� --"-. I I . I , .� i% . ,_,�-- \
I le 1, ." -1 i . ,. I I . _ 0, % -1
% ,
TMP45BI-I-A-1 , I . I . ,:� _ - . O:f \��
, . , ./ — 7 - ---.I 1 1 1
I f ; . I I 1' ( , D '7 ` ) 1 DB 1,465 P� 27 \
4 \ ��::..' I A / "' I I 11,
I , : .1 \ 1, i , 1 I
USE: SFO ; , F/ ., ,." ..., 1, " I I I *A* I I � 11 � "�
', " I I . ,: ., I C -1., � , ft ,,, , _ 11 7
\ ; ' I I ,
, , I - I . 1 I p 1.., I I I , LOCAT N OF] f A, , , I
1, N ,�, I III � \ I
DB 2409 PG 1 . , // // I -111" , . , ,,�'
I I : / \ . I 1 , i. ,* % I , I ,�_ *
/ ,,. z ,. c I / I I ! ,, " - /
� e � I I 0 141 / [ I /I m am wo I I I 9-1 11 ,�',
, . , 11 \ 11 I -1 119 4) ! I ! I / , 11 'i, / I 11 *
11 / V "I I I I , I "I - ,-"-",- —I-------,------- .- 11 --.--- I I .11' x ,. I \ *
. .:. ; , �/ . , I I - -, 11 j
J, ", I I , .. \ , I � L_ __ L i
/ , ,_1 /I � --- I 'O 11 _', --- I J � / "
'. / I [ , I _ - - � � \
I �k` . / 11 I.. , : - I I 11,AiL , k) i — I .11 .... --4A 'I, -
— , I I ' 11 I fl;;-; I'- " � i ; C , , i , I / ITS OF DISTURBANCE (TYP, I ,; .- , I I
I i I I - - - - �_ - �ff,M
/ ", ` I - 6SF /
�/;.� , , � ; *41
; / // " / ."", - - , - I ,: I ,� ! � a 1, � i I ' 4 I i 1, ___=_ - �- I � USE: SF
1 11 ', T, -111`-, 1, .; 11 ",� . ; , I , ,kcrl 1 , , ! I BE INSTALLED, 0 PE RATED, AND MAINTAINED BY
ft " " ,,, 1, �/ �� First, -gold Leaf1and "trust * I � � I 1, � I 1 , . � I , 'I i . I \
�Q,.) / "I / lq�' �vl, I- * � ; I I i ,; L i - - , .. ... . .. I '� , 11 Z=_ I ___ ,// . 10
I 1, L : - ' '_ " I \,f � L__--_11 W, I - I-. 12 .7. : ,
k4 , , 4.96 . , , , ., . f " �..�_:,---- -- . . . L I,-, i�__, __ ; , ONSTRUCTION ENTRANCE. NO OTHER , A
% I ft , , -Acres ' , . . I- * I �, EXISTING' a i[ �111 ". � " - - ___1.- , I ,_'4. L I I
s 4 _� " , " i , I 1 I I - T71, e— ,
, zfe ,"'� i :. - - f SEDIMEN __
0 \ � , , ,
1 TMP 45BI-8-2 -14" ,r'/ "/"',," ,� I _-� I lli TRAP , I !" " , PARKING LOT SHALL BIE UTILIZED AND ALL � I
/ , I 100 � f ,� � I .-
I I )f , 1� . - 11 ili11 I., i I I 14, 1 I I . 1. / \
1 11 I .. d %, I i� _, , __'m . , i I . �=_, 1 1 - V,_,_AA-u
. / , / , , 11 ': " - I .
. Z
,�;5 ,� ,,, : , ftft%ftftftft::�ftwzftft I - �
i I ; I "' _, � .1 I TM 45-1 1 0 %1 _--, - . , -�'!' .
I . I -1 ,�;,-41 - , -T- 1 !-, _ i . _! ____!� - :-- __,,,:_- - _J__ :WAR --mi.,w- - - [ I � ? I , I "I
I " Y/A /,�-;'r- ,i---, — — ____ _7 — ____ ___ __ — -.- _____, - ___ .. I "I'll, --.;.___1_ - GANDER MOUINTAIN ,\ --l-,�l-,,,��,-A"ll—ki'll,A.,"Ail-1k,
% ,__ J_ I 0 i q, I m \ ,
" , 1/ ___ =" , ��_ , I 11 __� I ,
a " / / , / / r, --, ------------- :_ `.--.-f�,- .. ,III , I,, , �� , -�- �:!;� I -- I : I � ,��
/ / " // , _±__..._7F r
/ "1/1" :/ - .,
�, I I i I — ,\ C, -=:L- _::� ,
,0-/ ) /-, , / " " "I ZL_ , _ 'I- !I 1 1 � 1 1� '0 , I I I " I - --- __ '""' -_
I ! I i 11 " i , fj -11.1 11. I I 10. ,,,, . � - - I-_ I- I L ... . "". _
/ "Ill
xz ,�/
` ' /� � I 11 11 I
/- 11'
~/'� _���'�� / ||| \��/ [RA�R� /.TH| AR���k�.'UOL|-ET>|S
'^'- '' - / � SF | � � / - - — - -- --- �
/ / / ~~-~�- ' �O���U��ONENT��N[E�NOOTHER
~/ // / / --o�rrurx/ �| � ENTRAN[ESTOTHEGANDERK8DUNTA�
,' / / ' / | |11
/ ' {|' | � PA�0NGLDTSHALLBEUT0�EDANDALL
/// / / .j
I Ail// --- ,/ - TK445-111(� i|` � | � � OTHERENT��N�ESTOTHEPARK|NGLOTSHALL�^
| | '_
`___
l.
-
--
� ZONE: HC
~ } TMP 45-93B
� \ N/FHEART LAND
TRUST ```-
_`\
| | li, i IiI :AJLST[RE8EW(N{LETRAfL�4< �
'��I | ���\� . ! , UlU Leal Lanu i rust W/ WIRE SF I I I l V 1P, � BE BARRICADED TO PREVENT MUD FROM BEING 1-1 " i�
!I-, PLANTERS BANK \� ; � I � '�, I �', 't", V11 -1_____ & TLST \ `,,. �, , ir I I 4), '11,5 , � / � , 9 1 1 , L . I/ � ___ /� � i ' i \ 1 i �I i 9 i 4 _ � � - ------- - .____,__,__._ .. I - I � � ;,_ �, E / � ,\ �1, �-- , _-, — � I k .! � 'I �',��I , I , . - " '" , \ 11. , IN ' ,/ �� - , I II — - 1.11.111.1 ... I -1, , � 1 1,P � � i � � '1� j �, , L:.,----.,,,-,,,,,�,,,�,,�,,,,-.,-,--..".--�-,�--,----� .... _ .. ............... �""—'�'�-'-'-.��ll"��r�-rl-�-"�� .... _11111-111111-1111-1� i , � ��__==_ =4 j ,�7tqzNge'mmmm _11----____,_ _ � - . - ____�' Ili> kWjt�,,g� _,_b�-H, ,e ,I 1_1�r_ I I'll— 11 I ; , " '�' L " ��- ., Ai�� ,���\��.%��,,�l*zl"�,;��\��,-��I ... 91��,\�, N — — — — — — — — — — — — — — — .... '111 --- �_ __ I , — : — _r i �\ A — \ 11�__ �. jr .� N'-w'.m." /.%, 1'.� rr 'rrrrr - r - I - --v- - --- � - v -1 r----.__,._ _-� -------- v. _ ---- - ------ - — ------- --- ----- — ------ -- - 91 _ -- ---- I.r --11-1 ... 11 ___ ___1 ------- 9-r9-9r9r9r19rr. ---9---.1-111 , j- ......... 9" _ . -1%'-91J91--9 ---1- I'-.---- ____ __1-____- 1-_----1_____ ______Ar I ,:�� , 9-1---...r. -11 -
-_11- 4- '\'� --r/-----
475
1992
-
TABLE 132-D
PROPOSED 24" CL. III
AS THE RISER STRUCTURE.
4'x4'x18" CONC. FOUN
-
SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA
DAM = 45�.o
450
Total Lbs,
top width of dam (ft)
Per Acre
124:8
Mbimm Care Lawn
GRADE INV. IN=447.00
Commercial or Residential 175-200 lbs.
approx, bottom dimensions.
Kentucky 31 or Turf -Type Tall Fescue 95-100%
TO DAM ELEV. 458.0 AND
+ NSI -ALL-MAWOLE T9P
Improved Perennial Ryegrass 0-5%
INV. OUT=446,50
Kentucky Bluegrass 0-5%
425f
Hieh-Maintenance Lawn 200-250 Ibs.
245.9
- Kentucky 31 or Turf -Type Tall Fescue 100%
I IE -IN TO EXISTING 48" RISERI
EXISTING 48" RISER-/
General $jqpe 13.19 e s
lehgth.of flow., L. (ft)
Kentucky 31 Fescue 128 lbs.
301.14
Red Top Grass 2 tbs.
70
Seasonal Nurse Crop 20 tbs.
L I We (baffles not required if'? 2)
150 lbs..
456
AXZI)
EXISTING 24" BARREL
L
- Kentucky 31 Fescue 108 Ibs'
RYE, twewk , iw,
`5
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop 20 lbs,
5.16
- Crownvetch lbs,
slope of upstream, face (Z;1)
150 lbs.
9
Use seasonal nurse crop in accordance with seeding dates as stated below.
INN111. IN=424.70
February 16th through April Annual Rye
400INV.
May Ist through August 15tb ............ Foxtail Millet
15:58
August 16tb through October ......... ........ Annual Rye
OUT=421.90
November through February l5th , .. . . , ............. Winter Rye
a
Substitute Sericea lespedeza for Crownvetcb east of Farmville, Va. (May
M 00
11;� �
through September use hulled Sericea, all other periods, use unhulled Scricea).
t~ ce)
U? Ci
If Flatpea is used in lien of Crownvetch, increase rate to 30 lbs./acre. All legume
C:) 0')
1P
seed must be properly inoculated, Weeping Lovegrass may be added to any slope
9147
or low -maintenance mix during warmer seeding periods; add 10-20 lbs./acre in
O M
co LO
mixes.
0
SAFETY FRAICE
7
. . . . . . . . . . .
j
PERSPECTIVE VIEW
PERSPECTIVE VIEW
PLASTIC FENCE
Sourcez Adapted from Conwed Plastics and
VDM &ad_apAjjj4&Q -Stag&r
PERSPECTIVE VIEW
METAL FENCE
Mate 3,01 -
RAISE EXISTING 48" RISER RIM
FROM 453.60 TO DAM ELEV. 458.00
AND INSTALL A MANHOLE TOP
4
-
SERVE
HAVE
--------------------------------
PROPOSED 24" CL. III
AS THE RISER STRUCTURE.
4'x4'x18" CONC. FOUN
-
RCP STANDPIPE WITH TkASHRACK SHALL OP OF
RISER RIM ELEV=455.66'. RISER TO--,,
DATION. SEE SWM PROFILE FOR DETAILS.
PROPOSED PROPOSED 15" BARREL
DAM = 45�.o
450
(EXISTING WALL
top width of dam (ft)
8.0:
124:8
bottorrr. of basin (it)
GRADE INV. IN=447.00
TOP ELEV. =456.8
56.8=4
approx, bottom dimensions.
12.5'x133'
TO DAM ELEV. 458.0 AND
+ NSI -ALL-MAWOLE T9P
Upstream face skips:
INV. OUT=446,50
EXISTING GRADE
425f
245.9
baffles:
I IE -IN TO EXISTING 48" RISERI
EXISTING 48" RISER-/
425
lehgth.of flow., L. (ft)
75
301.14
effective width; We (ft)
70
- EXISTINRAPG
L I We (baffles not required if'? 2)
1.1
456
AXZI)
EXISTING 24" BARREL
L
RYE, twewk , iw,
`5
YES
depth of water at spillway crest (ft)
5.16
RIP
slope of upstream, face (Z;1)
2:
9
slope of barrel (Sb)
INN111. IN=424.70
OUTFALL
400INV.
16:
15:58
number collar's required
OUT=421.90
400
a
0 00
to
M 00
11;� �
Nr 04
-7 q
t~ ce)
U? Ci
C:) 0
q
C:) 0')
1P
6.17
9147
G7
W
O M
co LO
00 1-
140 to
r- co
V) V)
1.0
to
C11 d
LO
col r -
C14
10-16
It
456.56.
15
et
0+00 0+50 1+00 1+50 2+00 2+50
-SEDIMENT BASIN SCALE: 1"=30'
Sediment Bis 1n #1 Desi
gn
drainage area (acres) 3.67
basin volumes. -(us;ing 2' contour intervals)
elevation:(ft) contour area. (sl) volume (cy)..
450.50 12210 0
452.00 :2105,0 91.3
454,00 341244 294.1
456.00 4850.0 599A
458.00 B296.0 16,10.7
wet storage:
wet storage requirecl (cy) (67*DA)
dew t n
ateringonfice:(elema io (ft)
wet storage proVid0ed at this elevation (c
j)
available volume before cle.anout (cy) (34 .*DA I
cleanout elevation
distance. from cleaInout to orifice (ft) 1*)
dry s!2e:
dry storage required (cy) (67*DA).
pnnciple spillway gest M
dry storage: prmhdod at this:elevation (cy)
diameter of dewateNing orifice (in)
diameter of flexibles tubing (in) (orJfiQe+Z')
runoff:
C (use 0.45 for bane earth)
tc rnin)
I 2yr 4.30 Q 2yr
1 25yr 7.110 0 25yr
.principle, sojftway:
a\railable- head M
diameter riser (in)
spillway capacity, Qp (cis)
diameter trash itac
ra$ lk. (In)
barrel length. (ft):
head , oil barrel 1hro4gh embankment
diameter of barrel ((in)
"M MIL V
DRY
"VU stowfi
To 4 C cxv
1 ,i'0S01LiWAY
2! MTH04r
A-
CFMST OF
/ VIttW43ENCY
245.9
clasign highwater (ft)
456-66
.453.52
top of dam . (ft)
45&00
245.9
top width of dam (ft)
8.0:
124:8
bottorrr. of basin (it)
450.50
452.3 . I
approx, bottom dimensions.
12.5'x133'
TO DAM ELEV. 458.0 AND
+ NSI -ALL-MAWOLE T9P
Upstream face skips:
2:1
CONNECT PR OPOSED BAkREL,
'TING
downstreamface slope*
245.9
baffles:
YES
455.66
lehgth.of flow., L. (ft)
75
301.14
effective width; We (ft)
70
4.0
L I We (baffles not required if'? 2)
1.1
456
AXZI)
RYE, twewk , iw,
`5
YES
depth of water at spillway crest (ft)
5.16
0 6
slope of upstream, face (Z;1)
2:
9
slope of barrel (Sb)
3.13 O/o
9.47
jeh9th.ofbarrel in saturated zone (Ls.)
16:
15:58
number collar's required
2
dimension of collars
3..8'x.3.V
1.00
erne ertc it wa
YES
24
required capacity (Q25-Qp) (cfs)
6.17
9147
1 bottom WdW (ft)
40,
36
slope of exist channel.(ftift)
25%
18
minimlon length of exit channel, (ft)
10-16
crest of spillway (ft}
456.56.
15
3+00 3+25
W�
EX STING 24" --
lit 19®
T )-,9
RCP BARREL - 11
INV. IN=424. 0, INV. OUT=421.90
OUTFALL
0k,
5HR CK
Wr
wowob
SE EXI�TI`N R
7
:4f:
PR0'POSED 15" RCP BARREL, Lr19
TO DAM ELEV. 458.0 AND
+ NSI -ALL-MAWOLE T9P
EXISTING-
INY. IN=447.0, INV. OUT=446.50
CONNECT PR OPOSED BAkREL,
'TING
-I�TO EXIS 48" RCP RISER
x
BLOCf< WALL ? �,#4-458
....-, 43
-------
WA
458
?7y
456
AXZI)
RYE, twewk , iw,
`5
T, 4"4-r 10 V91 OAK
, AA 4
-OPP 'r
C
-SEDIMENT BASIN DETAIL
EX STING 24" --
'i -E
--XISTWG RIPRAP,
'SCALE: 1 "=30'7
RCP BARREL - 11
INV. IN=424. 0, INV. OUT=421.90
OUTFALL
NOW 0
wowob
SE EXI�TI`N R
7
PR0'POSED 15" RCP BARREL, Lr19
TO DAM ELEV. 458.0 AND
+ NSI -ALL-MAWOLE T9P
EXISTING-
INY. IN=447.0, INV. OUT=446.50
CONNECT PR OPOSED BAkREL,
'TING
-I�TO EXIS 48" RCP RISER
EXISTING--:
--- STREAM
BLOCf< WALL ? �,#4-458
....-, 43
-------
WA
458
?7y
456
AXZI)
SEDIMENT BASIN BAFFLE DETAIL
NO SCALE
SHEETS OF 4x8'xj' EXTERIOR
PLYWOOD OR EQUIVALENT 1-60
1 -T-RISER CREST ELEVATION
lilt!
I
8
,fl
POSTS MIN. SIZE 4" SQUARE
OR 5" ROUND. SET AT
LEAST 3' INTO THE GROUND
ATTACH FILTER FABRIC -
TO STAKES OR POSTS &
EXTEND IT INTO TRENCH
1. SET POSTS AND EXCA VA TE A 4 "X4
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
A SIR
PROPOSED SAFETY
30
WOODEN STAKE
OR
STEEL POST
LENGTH = 5' MIN,
+50
215-
---450.5-- 7-T,
452
- 454
PROPOSED_j
BAFFLE
PROPOSED 24" R P RISER_/
RIM
LEV.=455.66
�
EXCA VA TED SOIL
BACKFILLED AND
COMPACTED
4'x4" TRENCH
SIL T FENCE
sF CWTH-O-UT WIRE SUPR 05 -
NO SCALE
b,
GRAPHIC SCALE
0 15 30 60
( IN FEET )
I inch = 30 ft.
120
FM7= FABRIC
&NTR&iit"fSBD 8"
COMPACTED SOIL 3* mwn"
(BTEMPORA.RY 18" DIVERSION BERM
2. STAPLE WIRE FENCING TO THE POSTS. 3 ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND
I TINTO THE TRENCH.
SIL T FENCE
(WITH WIRE SUPPORT)
S NO SCALE
FL
4. BACKFILL AND COMPACT THE
EXCA VA TED SOIL.
I . I I'--1 I [-' , ,
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
TH 0
o �l
'RC -1
SCOTT OLLJNS�Z
0 I-,
(L) Lic. No. 035791��
ONAL
Ld
U-1
K
C9
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Uj
Gene, al Construction notes for Slormwater Management. Plans
1. All dams and constructed fill to be within 95% of maximum dry density and 2%
of optimum moisture content. All fill material to be approved by a geotechnical
engineer. A geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management
facilities.
3. For temporary sediment traps or basins which are to be converted to
permanent stormwater management facilities; conversion is not to take place
until the site is stabilized, and permission has been obtained from the County
erosion control inspector.
EMBANKMENT NOTES:
AFTER AN INVESTIGATION OF THE SITE SOILS, SITE VISITS, AN ANALYSIS OF THE
SURVEYED TOPOGRAPHY AND AN EXAMINATION OF VA DEQ APPENDIX A: EARTHEN
EMBANKMENT(REQUIREMENTS vs. RECOMMENDATIONS), THEAPPLICANTHAS
PROVIDED A COMPREHENSIVE EMBANKMENT DESIGN THAT DOES NOT NEED A
GEOTECHNICAL STUDY AT THIS TIME. SUCH IS THE CASE DUE TO THE PRECAUTIONARY
EMBANKMENT DESIGNS PROPOSED. A SUMMARY OF T14E EMBANKMENT DESIGN
REQUIREMENTS ARE LISTED BELOW, MANDATING THE CONTRACTOR MEET THESE
REQUIREMENTS ATA MINIMUM.
THE EMBANKMENTS SHALLHAVE A COMPACTED CLAY CORE WITH A CUTOFF TRENCH
& BE IN ACCORDANCE WITH THE DETAILS SHOWN ON THIS SHEET. BERMS AND
SPILLWAYS SHALLBE STABILIZED WITH EC -3 MATTING & THE REMAINING DISTURBED
SLOPES SHALL BE STABILIZED WITH EC -2 MATTING. ALLBERM FILL MATERIAL SHALL
CONSIST OF ML, CJ_ SC OR GC SOILS & BE FREE OF WOOD, ROOTS, ROCKS OR ANY
OTHER NON COMPACTING SOIL COMPACTED FILL SHALLBE PROCTOR MAXIMUM DRY
DENSITY ASTM D698 AND HAVE A MINIMUM OF 95% OF M AXIMUM DRYDENSITY
AND 2% OF OPTIMUM MOISTURE CONTENT. ALLFILLMATERLAL AND CONSTRUCTION
SHALLBE APPROVED BYAN ONSITE GEOTECHNICALENGINEER PRESENT DURING THE
CONSTRUCTION OF THE EMBANKMENTS AND FILL AREAS.
Watershed Summary
STORMWATER MANAGEMENT NARRATIVE:
THE PROPOSED PLAN DEMONSTRATES STORMWATER COMPLIANCE FOR THE CONSTRUCTION
OFTWO PARCELS WITHIN THE PROPOSED NORTFITOWN DEVELOPMENT, ALSO KNOWN AS
PHASE 11B.
THE STORMWATBR TREATMENT, BOTH QUALITY AND QUANTITY, FOR THE DEVELOPMENT OF
TMP 04500-00-11 ICO IS PROVIDED BY THE EXISTING BIORETENTION BASIN APPROVED UNDER
WP0201300002 . THIS FACILITY RECEIVED WPO APPROVAL ON MARCH 20, 2013 AND THE
DEVELOPMENT OFTLELS PARCEL WAS ANTICIPATED.
THE STORMWATER TREATMENT FOR THE SECOND PARCEL, TMP 04500-00-00-1 1000, WILL BE
TREATED VIA THREE DIFFERENT BEST MANAGEMENT PRACTICES AND WILL ADHERE TO PART
IIB REQUIREMENTS,
THE STORMWATER. QUALITY FOR TMP 45-1 IOC WILL ADHERE TO PART JIB REQUIREMENTS VIA
THE USE OF THE BEST MANAGEMENT PRACTICE OF LAND PRESERVATION. THERE ARE
SIGNIFICANT PORTIONS OF UNDISTURBED OPEN SPACE THAT EXIST OUTSIDE THE LIMITS OF
DISTURBANCE, OF THIS THERE ARE 0.60 acres THAT ARE USED AS A BEST MANAGEMENT
PRACTICE. THE FINAL SUBDIVISION PLAT SHALL INCLUDE EASEMENTS ENCOMPASSING THESE
0.60 acres, AS DEPICTED ON THIS SHEET, ALONG WITH ACCOMPANYING NOTES THAT PROHIBIT
FUTURE DEVELOPMENT AND LAND DISTURBANCE WITHIN THESE EASEMENTS. THIS
PRESERVATION REPRESENTS APPROXIMATELY 15% OF THE PARCELTHE PURCHASING OF
PHOSPHOROUS REMOVAL CREDITS WII_LBE USED TO SATISFYTHE REMAINDER OF THE
STORMWATER QUALITY REQUIREMENTS. IN CONJUNCTION WITH THIS TREATMENT TRAIN THE
STORMWATER QUANTITY COMPLIANCE WILL BE MET THROUGH THE INSTALLATION OF A
DETENTION BASIN. THE DETENTION BASIN IS STRATEGICALLYLOCATED TO CONFORM TO THE
EXISTING TOPOGRAPHY AND HAVE A SMALL SUBAREA INLINE WITH LOW -IMPACT
DEVELOPMENT PRACTICES. THE DETENTION BASIN WILL ATTENUATE FLOWS AT THE SOURCE
TO LEVELS BELOW THE REQUIRED 2 -YEAR & 10 -YEAR PRE- DEVELOPMENT CONDITIONS. THIS
DEVELOPMENT MEETS CHANNEL PROTECTION REQUIREMENTS BYTHIS REDUCTION AND NO
FURTHER ANALYSES ARE REQUIRED. THIS IS IN ACCORDANCE WITH THE AFOREMENTIONED
WP0201300002, WHICH ESTABLISHED A DESIGN AND TIMELINE FORTHE CONSTRUCTION OF
IMPROVEMENTS TO THE CHANNEL FROM THIS DEVELOPMENT TO THE PERMANENT POOL OF
THE FIRST CARRISBROOK POND ON IMP 45BI-0 I -OA -3. THIS WAS A COMPROMISE SOLUTION
FOR MEETING MS 19 "ADEQUATE CHANNELS" THAT WAS AGREED UPON BETWEEN THE
COUNTY AND THE APPLICANT ON MAY 29,2008. WITH THE EXPIRATION OF THIS TIMELINE,
ADEQ LATE CHANNEL ANALYSES ARE MET WITH THE 2 -YEAR & 10 -YEAR POST -DEVELOPMENT
FLOWS THAT ARE EQUAL TO, OR LESS THAN, PRE -DEVELOPMENT RATES,
PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKAGE FOR
ADDITIONAL EVIDENCE OF THIS DEVELOPMENT's COMPLIANCE.
DETENTION BASIN CONSTRUCTION NOTES:
FACILITY PLANTING SPECIFICATIONS:
1. THE DETENTION BASIN SHALL HAVE TURF GROUND COVER, SUCH AS GRASS, MULCH OR SOME OTHER FORM OF A VEGETATIVE GROUNDCOVER. LANDSCAPING
BEYONDTHIS IS OPTIONAL AND IS NOT REQUIRED.
2. THE PROPOSED SIDE SLOPES OF THE BASIN SHALL BEAMAXIMUM OF 2:1 TO REDUCE THE RISK OF EROSION. THE PROPOSED FLOOR SLOPES SHALLBE GRADED
To PROVIDE POSITIVE DRAINAGE AT ALLTIMES TO THE RISER STRUCTURES.
3. WOODY VEGETATION SHALLNOT BE PLANTED OR ALLOWED TO GROW WITHIN 15 FEET OF THE TOE OF THE EMBANKMENT NOR WITHIN 25 FEET OF THE
PRINCIPAL SPILLWAYSTRUCTURE.
4. A VEGETATED BUFFER SHALLBE PROVIDED THAT EXTENDS AT LEAST 25 FEET OUTWARD FROM THE BASIN TOP OF DAM ELEVATION, PERMANENT STRUCTURES
(E.G., BUILDINGS, SHEDS, e tc,) SHOULD NOT BE CONSTRUCTED WITHIN THE BUFFER AREA. EXISTING TREES SHALLBE PRESERVED IN THE BUFFER AREA DURING
CONSTRUCTION IF AT ALL POSSIBLE.
5. THE SOILS IN THE STORM WAIER BUFFER AREA ARE OFTEN sEVERELYCOMPACTED DURING THE CONSTRUCTION PROCESS, TO ENSURE STABIL ITYTHE DENSITY
OF THESE COMPACTED SOILS CAN BE SO GREAT THAT IT EFFECTIVELYPREVENTS ROOT PENETRATION AND, THEREFORE, MAYLEAD TO PREMATURE MORTALITY
OR LOSS OF VIGOR, AS A RULE OF T14UM B, PLANTING HOLES SHOULD BE THREE TIM ES DEEPER AND WIDER THAN THE DIAMETER OF THE ROOTBAIL FOR
BALL -AND -BURLAP STOCK AND FIVE TIMES DEEPER AND WIDER FOR CONTAINER -GROWN STOCK
6. AVOID SPECIES THAT REQUIRE FULLSHADE, OR ARE PRONE TO WIND DAMAGE EXTRA MULCHING AROUND THE BASE OF TREES AND SHRUBS IS STRONGLY
RECOMMENDED AS A MEANS OF CONSERVING MOISTURE AND SUPPRESSING WEEDS,
CONTRACTOR REQUIREMENTS:
1. THE CONTRACTOR SHALLBE RESPONSIBLE FOR LAYOUT OF ALI-WORK COVERED UNDER THESE PLANS.
2. LANDSCAPE CONTRACTOR SHALLREFER TO THE STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE STATE OF VIRGINIA FOR ADDITIONAL INFORMATION.
THE CONTRACTOR SHALL ABIDE BYFFS CONTENTS; HOWEVER ANYNOTES OR SPECIFICATIONS ON THE PLANS SHALL SUPERSEDE THOSE OUTLINED IN THE
SPECIFICATIONS M ANUAL (COPIES ARE AVAILABLE FOR A FEE FROM THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETYOF LANDSCAPE ARCHITECTS, VIRGINIA
NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIMOF LANDSCAPE DESIGNERS)_
3. ALL PLANT MATERIAL SHALL M EET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR
NURSERYSTOCK, PUBLISHED BYTHE AMERICAN ASSOCIATION OF NURSERYMEN, 1250 STREET, NW, SUITE 500, WASHINGTON, DC 20005.
4. THE CONTRACTOR SHALL VERIFY ALLDIMENSIONS IN THE FIELD AND NOTIFYTHE DESIGNER OF ANY VARIANCE FROM THE PLAN.
5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANYONSITE UTILITIES (CALLMISS UTILITY 1 -800-552-700 IL BEFORE ANY
EXCAVATION).
6. REFER TO THE APPROVED FTNALSffE PLANS FOR ANYDETAILED SITE INFORMATION.
7. ALL WORK SHALLBE COORDINATED WITH OTHER PARTIES.
8. PLANTS WILLBE PREPARED FOR SHIPMENT IN A MANNER THAT W ILLNOT CAUSE DAMAGE TO THE BARK BUDS, BRANCHES, STE?44S, OR OVERALLSHAPE OF
JHESTOCK CONTAINER GROWN PLANTS WILLBE TRANSPORTED IN THE CONTAINERS IN WHICH THEYRAVE GROWN.
9. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLYBRANCHED AND HAVE A VIGOROUS ROOT SYSTEM, PLANT MA'IERLI\LSHALLBE
HEALTHY, VIGOROUS, AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS, AND ALL FORMS OF INFESTATION. ALLPLANTMAIERIALSHALLBE
FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT PLANTS DEEMED UNHEALTHYWILLBEREJECTED.
10. ALL CONTAINER STOCK SUALL14AVE BEEN PROPAGATED INA CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLYTO HOLD
ITSSOIL CONTAINER STOCK WITH POORLYDEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED.
11. PLANTS NOT INSTALLED ON THE DAYOF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BYTHE CONTAINER- OUTSIDE STORAGE AREAS WILLBE SHADED
AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANYDRYING AT ALLTIMES BYCOVERING THE BALES OR
ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL
12. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIALTYPE, SIM ANDI OR QUANTITY. ANYSUBSTITUTIONS MUST BE APPROVED BYTHE
INSPECTOR INITIALLY, AND THEN THE DESIGNER
13, MINOR FIELD ADJUSTMENTS MAYBE NECESSARYDUE TO SITE CONDITIONS (EX- ROOTBALLAND UTRITYCONFUC-1). MAJOR ADJUSTMENTS :MUST BE
APPROVED BYTHE DESIGNER.
14. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN.
15. PLANT MATERIALSHALLBE PLACED IN EXISTING SOIL WFIH EACH PLANTING PIT EXCAVATED TO A SIM SUFFICIENT TO CONTAIN THE ENTIRE ROOT BAILOR
ROOT MASS, WITHOUT CRAMPING ROOT STOCK
16. THE CONTRACTOR SHALL MAINTAIN A ONE (1.) CALENDAR YEAR 90% CARE AND REPLACEMENT WARRANTY FOR ALL PLANTINGS, THE PERIOD OF CARE AND
REPLACEMENT SHALLBEGIN AFTER INSPECTION AND APPROVALOF THE COMPLETE INSTALLATION OF ALLPLANTS AND CONTINUE FOR ONE, CALENDAR YEAR
17, THE CONTRACTOR IS RESPONSIBLE FOR REMOVALAND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMITS OF THE PLANTING ON A DAILN(BASIS.
18. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE
CONTRAG7LORs CONTROL
FACILITY CONSTRUCTION
1. THE DETENTION BASIN MAYSERVEAS ASEDIMENT BASIN AND/ ORTRAP DURING PROJECT CONSTRUCTION. IF THIS IS DONE THE VOLUME SHALL BE BASED ON
THE MORE STRINGENTSIZING RULE (EROSION AND SEDIMENT CONTROL REQUIREMENTS VS- STORMWATER TREATMENT REQUIREMENTS)., INSTALLATION OF
THE PERMANENT RISER SHALLBE INITIATED DURING THE CONSTRUCTION PHASE, AND DESIGN ELEVATIONS SHALLBE SFT WITH FINALCLEAOTOUT OF THE
SEDIMENT BASIN AND CONVERSION TO THE POST -CONSTRUCTION POND IN MIND. APPROPRIATE PROCEDURES SHALLBE IMPLEMENTED T0 PREVENT
DISCHARGE OF TURBULENT WATERS WHEN THE BASIN IS BEING CONVERTED INTO AN DETENTION BASIN.
2. THE DETENTION BASIN SHALL ONLYBE CONSTRUCTED AFTER THE CONTRIBUTING DRAINAGE AREA TO THE POND IS COMPLETELYSTABIL12F-D. IF THE
PROPOSED POND SITE W11LBE USED AS A SEDfMENTIRAP OR BASIN DURING THE CONSTRUCTION PHASE, 114EN THE FACILITYWILLBE DE)AVATERED, DREDGED
AND RE -GRADED TO DESIGN DIMENSIONS AFTER THE ORIGINALSHE CONSTRUCTION IS COMPLETE.
3. INSTALLE&S CONTROLS PRIOR TO CONSTRUCTION OF THE BASIN, INCLUDING TEMPORARYDE-WATERING DEVICES AND STORMWATER DINiERSION PRACTICES.
ALL AREAS SURROUNDING THE BASIN THAT ARE GRADED OR DENUDED DURING CONSTRUCTION SHALLBE PLANTED WITH TURF GRASS, NATIVE PLANTINGS,
OR OTHER APPROVED METHODS OF SOIL STABILIZATION.
4. CONTRACTOR SHALLEXCAVATE THE CORE TRENCH AND INSTALLTHE SPILLWAYPIPE DURING THE ESC PHASE.
5. CONTRACTOR SHALL ALSO INSTALLTHE RISER, OUTFLOW STRUCTURE AND/ OR THE BARREL l DURING THE, ESC PHASE TO ENSURE THE TOP INVERT OFTHE
OVERFLOW WEIR IS CONSTRUCTED LEVEL AT THE DESIGN ELEVATION.
6. THE CONTRACTOR SHALLTHEN CONSTRUCT THE EMBANKMENT AND ANYINTERNAL BERMS IN 8 TO 12 -INCH LIM AND COMPACT' THE LIM WITH
APPROPRIATE EQUIPM ENT.
7. UPON COMPLETION OF THE EMBANKMENT GRADING, THE CONTRACTOR SHALE, EXCAVATE/ GRADE UNTIL THE APPROPRIATE ELEVATION AND DESIRED
CONTOURS ARE ACHIEVED FOR THE BOTTOM AND SIDE SLOPES OF THE BASIN.
8. CONTRACTOR SHALLTHEN CONSTRUCT THE EMEIZIGENCYSPILLWAYIN CUT OR STRUCTLIRALLYSTABILIZFD SOILS.
9- THE CONTRACTOR SHALL THEN FINISH CONSTRUCTION OF ALL OUTLET STRUCTURES, INCLUDING DOWNSTREAM RIP -RAP APRON PROTECTION.
10- THE CONTRACTOR SHALL NEXT STABILIZE EXPOSED SOILS By HYDROSEEDING OR SEEDING OVER STRAW,
11. THE CONTRACTOR S14ALLTHEN INSTALLTHE APPROPRIATE BASIN LANDSCAPING IN ACCORDANCE WITH THE APPROVED PLANS.
FACILITY MAINTENANCE:
MAINTENANCE OF THE DETENTION BASIN IS DRIVEN BYANNUALINSPECTIONSTHAT EVALUATE THE CONDITION AND PERFORMANCE OF THE FACILITIES. DURING
THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED BYTHE CONTRACI)OR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER
THEREAFTER:
1. MEASURE SEDIMENT ACCUMULATION LEVELS IN THE BASIN.
2. MONITOR THE GROWTH OF THE GROUNDCOVER, AND ANYTREES AND SHRUBS PLANTED, AS APPLICABLE RECORD THE SPECIES AND THEIR; APPROXIMATE
COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE
3. INSPECT THE CONDITION OF STORMWATER INLETS TO THE BASIN FOR MATERIALDAMAGE, EROSION OR UNDERCUTTING,
4. INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANU,4ALBURROWS, BOGGYAREAS, WOODYGROWITI, OR
GULLYEROSION T14AT MAYUNDERMINE EMBANKM ENT INTEGRITY,
5. INSPECT BASIN OUTFALLCHANNELFOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODYGROWTH, etc.
6. INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION OR OTHER FAILURES.
7. INSPECT CONDITION OF ALL TRASH RACKS, REVERSE SLOPED PIPES OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRES ACCUMULATION
OR OTHER FAILURES.
8. INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODYNEGETATION, AND CIIECKTO SEE WHETHER VALVES, MANHOLES AND LIOCKS CAN BE
OPENED AND OPERATED.
9. INSPECT INTERNAL AND EXTERNALSIDE SLOPES OF THE BASIN FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING.
10. OWNER OR CONTRACTOR SHALL M AXE NEEDED REPAIRS IMMEDIATELY
FACILITY INSPECTION:
MULTIPLE INSPECTIONS ARE CRMCALTO ENSURE THE BASIN(s) ARE PROPERLY CONSTRUCTED. BECAUSE THE TIMING OF THE INSTALLATION IS IDICTATED BYTHE
CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER AND INSPECTOR PRIOR TO INSTALLATION. MULTIPILE SITE VISITS AND
INSPECTIONS ARE REQUIRED TO BE SCHEDULED BYTHE CONTRACTOR WIT14 THE ENGINEER AND INSPECTOR DURING THE FOLLOWING STAGES (OF THE DETENTION
BASIN's CONSTRUCTION PROCESS:
1. PRE -CONSTRUCTION MEETING
2. INITIAL SITE PREPARATION (INCLUDING INSTALLATION OFPROJECT E&S CONTROLS)
3. EXCAVATION/ GRADING (e g., INTERIM/ FINAL ELEVATIONS)
4- EXTENDED DETENTION BASIN INSTALLATION (e.g., INTERIM AND FINAL ELEVATIONS)
5- INSTALLATION OF THE EMBANKMENT, `THE RISER/ PRIMARYSPILLWAY, AND THE OUTLET STRUCTURE(s).
6. PLANTING PHASE (WITH AN EXPERIENCED LANDSCAPE ARCHITECT PRESENT/ DIRECTING)
7. FINAL INSPECTION (DEVELOP A PUNCH LIST FOR FACTMACCEPTANCE)
Proposed DA A Impervous Areas Proposed (TMP 45-1100) Impervious Areas
(Stormwater Quantity) (Stormwater Quality)
Existing Subdivision 5,375 sf Proposed Parking Lot 54,650 sf
Proposed Parking Lot 48925 sf Proposed Sidewalk/ Patios/ Dumpster 11,300 sf
Proposed Sidewalk Patios 9475 sf Proposed Buildings 37,210 sf
Proposed Buildings 37,210 sf 103,160 sf 0
100,985 sf
U T.
If q..
POST -DEVELOPMENT
SCALE. -l"=80'
1, 1 / / /' / I / /Plal -- ) I r 11i ><' \_1
SvymbESIGN. SW E--� IANC
'FOR THIS FUTIJ�E DE�E`LO MENT
SHI_L\OCCUR SkPA TE FROM
If
If THIS SET Oltz' S1
I%� f
� 0 ��0'0 P R I D V I PD� ATER'
PP�OVEIJ, WPO'201
INTY R T FOR
UALItY AN&QUANI EATMENT CR
7,815 S!\?F FLi IMPERVIOUS ARAS �N T
04500-00-111 CO. SHOULD THE F�NAL Sf�EE P AN FOR,,
THIS PAR"GEL PROPOSE lill)lf E VIO�S A�EAS
GREATER THA�q 7,815 �f THEN �A ZO MENDIENT
V/ / /,//
TO -PLAN -20
1360002 WILL NEEDITO 0 UR FO THE
P RPOSESOFTi4lsVSMPOI-AN,,Tt7,�15sf
IN,, ASU Fit R! --V,
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WIL
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If
....... --- ----
TMP 45-111C
EXISTING
BIORETENTION
BASIN
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BASIN WATERSHED
EXISTING
GANDER MOUNTAIN
TMP 45-110
---------------
kv
-4
Z
GAS u G GAS GAPAS -----`GAS
H
,SCOTT 'R. COLLINS
) Lic. No. 035791,'.--,
Y6 0011-1
Z
ONAL CE
CD
Area,ac.
CN
1 -yr Flow, Cfs
2 -yr Flow, cfs
10 -yr Flow, cts
DA A (Present)
2.88
57.6
1.04
1.34
4.84
DAA(Developed)
2.88
90.1
1.02
1.31
4.61
DETENTION BASIN CONSTRUCTION NOTES:
FACILITY PLANTING SPECIFICATIONS:
1. THE DETENTION BASIN SHALL HAVE TURF GROUND COVER, SUCH AS GRASS, MULCH OR SOME OTHER FORM OF A VEGETATIVE GROUNDCOVER. LANDSCAPING
BEYONDTHIS IS OPTIONAL AND IS NOT REQUIRED.
2. THE PROPOSED SIDE SLOPES OF THE BASIN SHALL BEAMAXIMUM OF 2:1 TO REDUCE THE RISK OF EROSION. THE PROPOSED FLOOR SLOPES SHALLBE GRADED
To PROVIDE POSITIVE DRAINAGE AT ALLTIMES TO THE RISER STRUCTURES.
3. WOODY VEGETATION SHALLNOT BE PLANTED OR ALLOWED TO GROW WITHIN 15 FEET OF THE TOE OF THE EMBANKMENT NOR WITHIN 25 FEET OF THE
PRINCIPAL SPILLWAYSTRUCTURE.
4. A VEGETATED BUFFER SHALLBE PROVIDED THAT EXTENDS AT LEAST 25 FEET OUTWARD FROM THE BASIN TOP OF DAM ELEVATION, PERMANENT STRUCTURES
(E.G., BUILDINGS, SHEDS, e tc,) SHOULD NOT BE CONSTRUCTED WITHIN THE BUFFER AREA. EXISTING TREES SHALLBE PRESERVED IN THE BUFFER AREA DURING
CONSTRUCTION IF AT ALL POSSIBLE.
5. THE SOILS IN THE STORM WAIER BUFFER AREA ARE OFTEN sEVERELYCOMPACTED DURING THE CONSTRUCTION PROCESS, TO ENSURE STABIL ITYTHE DENSITY
OF THESE COMPACTED SOILS CAN BE SO GREAT THAT IT EFFECTIVELYPREVENTS ROOT PENETRATION AND, THEREFORE, MAYLEAD TO PREMATURE MORTALITY
OR LOSS OF VIGOR, AS A RULE OF T14UM B, PLANTING HOLES SHOULD BE THREE TIM ES DEEPER AND WIDER THAN THE DIAMETER OF THE ROOTBAIL FOR
BALL -AND -BURLAP STOCK AND FIVE TIMES DEEPER AND WIDER FOR CONTAINER -GROWN STOCK
6. AVOID SPECIES THAT REQUIRE FULLSHADE, OR ARE PRONE TO WIND DAMAGE EXTRA MULCHING AROUND THE BASE OF TREES AND SHRUBS IS STRONGLY
RECOMMENDED AS A MEANS OF CONSERVING MOISTURE AND SUPPRESSING WEEDS,
CONTRACTOR REQUIREMENTS:
1. THE CONTRACTOR SHALLBE RESPONSIBLE FOR LAYOUT OF ALI-WORK COVERED UNDER THESE PLANS.
2. LANDSCAPE CONTRACTOR SHALLREFER TO THE STANDARDIZED LANDSCAPE SPECIFICATIONS FOR THE STATE OF VIRGINIA FOR ADDITIONAL INFORMATION.
THE CONTRACTOR SHALL ABIDE BYFFS CONTENTS; HOWEVER ANYNOTES OR SPECIFICATIONS ON THE PLANS SHALL SUPERSEDE THOSE OUTLINED IN THE
SPECIFICATIONS M ANUAL (COPIES ARE AVAILABLE FOR A FEE FROM THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETYOF LANDSCAPE ARCHITECTS, VIRGINIA
NURSERYMEN'S ASSOCIATION, INC. AND THE VIRGINIA SOCIMOF LANDSCAPE DESIGNERS)_
3. ALL PLANT MATERIAL SHALL M EET THE MINIMUM SPECIFICATIONS AND STANDARDS DESCRIBED IN THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR
NURSERYSTOCK, PUBLISHED BYTHE AMERICAN ASSOCIATION OF NURSERYMEN, 1250 STREET, NW, SUITE 500, WASHINGTON, DC 20005.
4. THE CONTRACTOR SHALL VERIFY ALLDIMENSIONS IN THE FIELD AND NOTIFYTHE DESIGNER OF ANY VARIANCE FROM THE PLAN.
5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ANYONSITE UTILITIES (CALLMISS UTILITY 1 -800-552-700 IL BEFORE ANY
EXCAVATION).
6. REFER TO THE APPROVED FTNALSffE PLANS FOR ANYDETAILED SITE INFORMATION.
7. ALL WORK SHALLBE COORDINATED WITH OTHER PARTIES.
8. PLANTS WILLBE PREPARED FOR SHIPMENT IN A MANNER THAT W ILLNOT CAUSE DAMAGE TO THE BARK BUDS, BRANCHES, STE?44S, OR OVERALLSHAPE OF
JHESTOCK CONTAINER GROWN PLANTS WILLBE TRANSPORTED IN THE CONTAINERS IN WHICH THEYRAVE GROWN.
9. ALL PLANT MATERIAL, UNLESS OTHERWISE SPECIFIED, SHALL BE UNIFORMLYBRANCHED AND HAVE A VIGOROUS ROOT SYSTEM, PLANT MA'IERLI\LSHALLBE
HEALTHY, VIGOROUS, AND FREE FROM DEFECTS, DECAY, DISEASES, INSECT PEST EGGS, AND ALL FORMS OF INFESTATION. ALLPLANTMAIERIALSHALLBE
FRESH, FREE FROM TRANSPLANT SHOCK OR VISIBLE WILT PLANTS DEEMED UNHEALTHYWILLBEREJECTED.
10. ALL CONTAINER STOCK SUALL14AVE BEEN PROPAGATED INA CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLYTO HOLD
ITSSOIL CONTAINER STOCK WITH POORLYDEVELOPED ROOT SYSTEMS WILL NOT BE ACCEPTED.
11. PLANTS NOT INSTALLED ON THE DAYOF ARRIVAL ON SITE SHALL BE STORED AND PROTECTED BYTHE CONTAINER- OUTSIDE STORAGE AREAS WILLBE SHADED
AND PROTECTED FROM THE WIND AND SUN. PLANTS STORED ON SITE SHALL BE PROTECTED FROM ANYDRYING AT ALLTIMES BYCOVERING THE BALES OR
ROOTS WITH MOIST SAWDUST, WET BURLAP, WOOD CHIPS, SHREDDED BARK PEAT MOSS, OR OTHER SIMILAR MULCHING MATERIAL
12. THE OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIALTYPE, SIM ANDI OR QUANTITY. ANYSUBSTITUTIONS MUST BE APPROVED BYTHE
INSPECTOR INITIALLY, AND THEN THE DESIGNER
13, MINOR FIELD ADJUSTMENTS MAYBE NECESSARYDUE TO SITE CONDITIONS (EX- ROOTBALLAND UTRITYCONFUC-1). MAJOR ADJUSTMENTS :MUST BE
APPROVED BYTHE DESIGNER.
14. NO PLANTING SHALL OCCUR WHEN THE SOIL IS FROZEN.
15. PLANT MATERIALSHALLBE PLACED IN EXISTING SOIL WFIH EACH PLANTING PIT EXCAVATED TO A SIM SUFFICIENT TO CONTAIN THE ENTIRE ROOT BAILOR
ROOT MASS, WITHOUT CRAMPING ROOT STOCK
16. THE CONTRACTOR SHALL MAINTAIN A ONE (1.) CALENDAR YEAR 90% CARE AND REPLACEMENT WARRANTY FOR ALL PLANTINGS, THE PERIOD OF CARE AND
REPLACEMENT SHALLBEGIN AFTER INSPECTION AND APPROVALOF THE COMPLETE INSTALLATION OF ALLPLANTS AND CONTINUE FOR ONE, CALENDAR YEAR
17, THE CONTRACTOR IS RESPONSIBLE FOR REMOVALAND DISPOSAL OF TRASH AND DEBRIS WITHIN THE LIMITS OF THE PLANTING ON A DAILN(BASIS.
18. THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR PLANT MATERIAL THAT HAS BEEN DAMAGED BY VANDALISM, FIRE, OR OTHER ACTIVITIES BEYOND THE
CONTRAG7LORs CONTROL
FACILITY CONSTRUCTION
1. THE DETENTION BASIN MAYSERVEAS ASEDIMENT BASIN AND/ ORTRAP DURING PROJECT CONSTRUCTION. IF THIS IS DONE THE VOLUME SHALL BE BASED ON
THE MORE STRINGENTSIZING RULE (EROSION AND SEDIMENT CONTROL REQUIREMENTS VS- STORMWATER TREATMENT REQUIREMENTS)., INSTALLATION OF
THE PERMANENT RISER SHALLBE INITIATED DURING THE CONSTRUCTION PHASE, AND DESIGN ELEVATIONS SHALLBE SFT WITH FINALCLEAOTOUT OF THE
SEDIMENT BASIN AND CONVERSION TO THE POST -CONSTRUCTION POND IN MIND. APPROPRIATE PROCEDURES SHALLBE IMPLEMENTED T0 PREVENT
DISCHARGE OF TURBULENT WATERS WHEN THE BASIN IS BEING CONVERTED INTO AN DETENTION BASIN.
2. THE DETENTION BASIN SHALL ONLYBE CONSTRUCTED AFTER THE CONTRIBUTING DRAINAGE AREA TO THE POND IS COMPLETELYSTABIL12F-D. IF THE
PROPOSED POND SITE W11LBE USED AS A SEDfMENTIRAP OR BASIN DURING THE CONSTRUCTION PHASE, 114EN THE FACILITYWILLBE DE)AVATERED, DREDGED
AND RE -GRADED TO DESIGN DIMENSIONS AFTER THE ORIGINALSHE CONSTRUCTION IS COMPLETE.
3. INSTALLE&S CONTROLS PRIOR TO CONSTRUCTION OF THE BASIN, INCLUDING TEMPORARYDE-WATERING DEVICES AND STORMWATER DINiERSION PRACTICES.
ALL AREAS SURROUNDING THE BASIN THAT ARE GRADED OR DENUDED DURING CONSTRUCTION SHALLBE PLANTED WITH TURF GRASS, NATIVE PLANTINGS,
OR OTHER APPROVED METHODS OF SOIL STABILIZATION.
4. CONTRACTOR SHALLEXCAVATE THE CORE TRENCH AND INSTALLTHE SPILLWAYPIPE DURING THE ESC PHASE.
5. CONTRACTOR SHALL ALSO INSTALLTHE RISER, OUTFLOW STRUCTURE AND/ OR THE BARREL l DURING THE, ESC PHASE TO ENSURE THE TOP INVERT OFTHE
OVERFLOW WEIR IS CONSTRUCTED LEVEL AT THE DESIGN ELEVATION.
6. THE CONTRACTOR SHALLTHEN CONSTRUCT THE EMBANKMENT AND ANYINTERNAL BERMS IN 8 TO 12 -INCH LIM AND COMPACT' THE LIM WITH
APPROPRIATE EQUIPM ENT.
7. UPON COMPLETION OF THE EMBANKMENT GRADING, THE CONTRACTOR SHALE, EXCAVATE/ GRADE UNTIL THE APPROPRIATE ELEVATION AND DESIRED
CONTOURS ARE ACHIEVED FOR THE BOTTOM AND SIDE SLOPES OF THE BASIN.
8. CONTRACTOR SHALLTHEN CONSTRUCT THE EMEIZIGENCYSPILLWAYIN CUT OR STRUCTLIRALLYSTABILIZFD SOILS.
9- THE CONTRACTOR SHALL THEN FINISH CONSTRUCTION OF ALL OUTLET STRUCTURES, INCLUDING DOWNSTREAM RIP -RAP APRON PROTECTION.
10- THE CONTRACTOR SHALL NEXT STABILIZE EXPOSED SOILS By HYDROSEEDING OR SEEDING OVER STRAW,
11. THE CONTRACTOR S14ALLTHEN INSTALLTHE APPROPRIATE BASIN LANDSCAPING IN ACCORDANCE WITH THE APPROVED PLANS.
FACILITY MAINTENANCE:
MAINTENANCE OF THE DETENTION BASIN IS DRIVEN BYANNUALINSPECTIONSTHAT EVALUATE THE CONDITION AND PERFORMANCE OF THE FACILITIES. DURING
THESE INSPECTIONS THE FOLLOWING TASKS SHALL BE PERFORMED BYTHE CONTRACI)OR IN THE FIRST YEAR FOLLOWING INSTALLATION, AND THE OWNER
THEREAFTER:
1. MEASURE SEDIMENT ACCUMULATION LEVELS IN THE BASIN.
2. MONITOR THE GROWTH OF THE GROUNDCOVER, AND ANYTREES AND SHRUBS PLANTED, AS APPLICABLE RECORD THE SPECIES AND THEIR; APPROXIMATE
COVERAGE, AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES, AS APPLICABLE
3. INSPECT THE CONDITION OF STORMWATER INLETS TO THE BASIN FOR MATERIALDAMAGE, EROSION OR UNDERCUTTING,
4. INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANU,4ALBURROWS, BOGGYAREAS, WOODYGROWITI, OR
GULLYEROSION T14AT MAYUNDERMINE EMBANKM ENT INTEGRITY,
5. INSPECT BASIN OUTFALLCHANNELFOR EROSION, UNDERCUTTING, RIP -RAP DISPLACEMENT, WOODYGROWTH, etc.
6. INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION OR OTHER FAILURES.
7. INSPECT CONDITION OF ALL TRASH RACKS, REVERSE SLOPED PIPES OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRES ACCUMULATION
OR OTHER FAILURES.
8. INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODYNEGETATION, AND CIIECKTO SEE WHETHER VALVES, MANHOLES AND LIOCKS CAN BE
OPENED AND OPERATED.
9. INSPECT INTERNAL AND EXTERNALSIDE SLOPES OF THE BASIN FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING.
10. OWNER OR CONTRACTOR SHALL M AXE NEEDED REPAIRS IMMEDIATELY
FACILITY INSPECTION:
MULTIPLE INSPECTIONS ARE CRMCALTO ENSURE THE BASIN(s) ARE PROPERLY CONSTRUCTED. BECAUSE THE TIMING OF THE INSTALLATION IS IDICTATED BYTHE
CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ENGINEER AND INSPECTOR PRIOR TO INSTALLATION. MULTIPILE SITE VISITS AND
INSPECTIONS ARE REQUIRED TO BE SCHEDULED BYTHE CONTRACTOR WIT14 THE ENGINEER AND INSPECTOR DURING THE FOLLOWING STAGES (OF THE DETENTION
BASIN's CONSTRUCTION PROCESS:
1. PRE -CONSTRUCTION MEETING
2. INITIAL SITE PREPARATION (INCLUDING INSTALLATION OFPROJECT E&S CONTROLS)
3. EXCAVATION/ GRADING (e g., INTERIM/ FINAL ELEVATIONS)
4- EXTENDED DETENTION BASIN INSTALLATION (e.g., INTERIM AND FINAL ELEVATIONS)
5- INSTALLATION OF THE EMBANKMENT, `THE RISER/ PRIMARYSPILLWAY, AND THE OUTLET STRUCTURE(s).
6. PLANTING PHASE (WITH AN EXPERIENCED LANDSCAPE ARCHITECT PRESENT/ DIRECTING)
7. FINAL INSPECTION (DEVELOP A PUNCH LIST FOR FACTMACCEPTANCE)
Proposed DA A Impervous Areas Proposed (TMP 45-1100) Impervious Areas
(Stormwater Quantity) (Stormwater Quality)
Existing Subdivision 5,375 sf Proposed Parking Lot 54,650 sf
Proposed Parking Lot 48925 sf Proposed Sidewalk/ Patios/ Dumpster 11,300 sf
Proposed Sidewalk Patios 9475 sf Proposed Buildings 37,210 sf
Proposed Buildings 37,210 sf 103,160 sf 0
100,985 sf
U T.
If q..
POST -DEVELOPMENT
SCALE. -l"=80'
1, 1 / / /' / I / /Plal -- ) I r 11i ><' \_1
SvymbESIGN. SW E--� IANC
'FOR THIS FUTIJ�E DE�E`LO MENT
SHI_L\OCCUR SkPA TE FROM
If
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� 0 ��0'0 P R I D V I PD� ATER'
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THIS PAR"GEL PROPOSE lill)lf E VIO�S A�EAS
GREATER THA�q 7,815 �f THEN �A ZO MENDIENT
V/ / /,//
TO -PLAN -20
1360002 WILL NEEDITO 0 UR FO THE
P RPOSESOFTi4lsVSMPOI-AN,,Tt7,�15sf
IN,, ASU Fit R! --V,
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WIL
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If
....... --- ----
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GANDER MOUNTAIN
TMP 45-110
---------------
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NO**
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CHIMNEY DRAIN
WETENTION BASIN NOTE:
CONTRACTOR SHALL
COMPLETE.INSTAL
A RUBBER MEMBRANE,
ii BASIN PREVENT
EMERGENCYINFILTRATION. CLAY LINING OR
RUBBER MEMBRANE TO EXTEND FRO
THE s ACREST
BOTTOMELEVATION TO THE
FACILITY ON ALL SIDES.
DETENTION BASIN DETAIL SCALE: 1"=30'
Cay f,y: j• -:':.;.f .f��2.5 .. � ?3Y 4lrox ;Y3 Ll*:
�_;; ' tliiFt:E �•axEt? l ntr.;,,nt.$)
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F'XiST11 G:':': '
OP . SED-.%ARIABLtMODjF1G4ftO(�1S
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0
452
2,527
3,075
t
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C 3;:.,4:'
n
18,509
458
Q� �7
29,537
85.0'
(z DFE MIN.)
r
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STD.
/f
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UT E P
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ILE FILTER�7K
L.'..
i` �XISTIN+�—
3 1 11+ C�ON9. WALLt
L'XI TIN (}+?5 sjx ��
PROP )S T O 456 4
DAM ELEV. _ 45 0 .0'
3
PROPOSED 35" CL, III KP3
BARREL TO CON: q INTO,� f/ j ,r
F3
li 5 y h5 ��Yk ,ter' .. ...
EXISTING RI LEITH= � r I D:GRADE, EARTH N J
x6.30' IPV=447.90 ACG S (ELEV =i, }. NOT /
OUST=44 50' t 1 � , a` � } ci<.+ / PARKING -L T SHA
`Jf . E ASYEHICUL AC S I
3 y ) I ' .......... SEt� PTI. COAR E
�4o'3WltEGRRSS� GRI G:ATE'C>UTL1='. ROTE ION/
LINEA EMEPGE C' 13 3 j I' wI.GEOTEXTI} FI R FAB IC
SPILLWAY CREST 3 " ,..►, I /
3I J I fl = UNDER..... . ( DEEP j
ELE�I/A'TIO 4=1456'66' [ a s t LN Ln ti.
EXISTING �� t I ROPOSE'D 2yCL. Ili P STA13PIPE /
3
45Q.& jf I WITj•iTR'ASNRACKS : , LL AS
SE E
3 I THE RISER STR.U.CT' E. RISE WM
3 1 7 I s' .....66
":.RISER: i NAV /05""
3 . ........ iPlI=1C TTHE W
EXI`�TING 048' � OJNt� I )
RISER �t X524"I ONIC I " %3i OINTOFTj1£'EtASIN NV. 45 0')&/
f ,; FOjJR (4),06" JyjtD:=i , W ORI ES j
1 BARREL w/1E46W i 11 y'= I I
f � �y. (NV.'-45'4'_25`)..ORIFI
1RIv�ORED� RPR,. , j ' , ITRASiI�RA
3 Y �� �''. 1 ✓`yam
I115EE THIS SHEjLt FO HE—
r:, °°` � E:T :)
jI ;;.f:�4:: , I ' O TRACTQR-SHALL RAIS.... �.- k
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TW ' >ar '✓v.s!«•':. \ 1I ✓�II .LUSH
=>'FDAM .:VPQTW'$tT:.. 'TK'l1.-.1�.:1',456. SHALL INSTALL ON1O
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EXIS ' SNf H THE.
CQNC. WALV S I a.
w
E[7'F3E' P
3
PROPOS D VDO�T #` I +. t ! cry e
DETENTION (BASIN
3COAi.SE
GGREG TE
�:.. '+ '
(ft)
Contoulr
{cf)
.
Areas (s1f)
UT E P
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OTECTIO w
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1,607
0
452
2,527
3,075
t
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(
n
18,509
458
Q� �7
29,537
85.0'
(z DFE MIN.)
r
JG
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MH -i TOP
SHALL,
BE INSTALLED
ON
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j
460
in
R AND IT
§?I
�� � 9 �
�t45�..,4.
CESS
.� '` � ••"YDS,
(
(P
ST -CONSTRUCT(
WITH TH
PROPO
ED DEV
LOPMEN
.
DE
445
ph
PROPOSED
445
440
-r
----
-- ------
440
435
RADE
/
435
EXISTING/
ORIGINAL
(PRE -C
NSTRU(,TION)
..
EXISTIN
OR
ENT
POST -C
.1'.'.
I
r
t
PRCjPOSED 25 STREAM
430
455
3
--------------------
RADE
r BUFFER
t(TYP.)
C10
.
DETENTION (BASIN
Elevation
BasinVolume
of"
(ft)
Contoulr
{cf)
NG
Areas (s1f)
CONC.
450.5
1,607
0
452
2,527
3,075
454
3,852
9,407
456
5,288
18,509
458
5,743
29,537
PROPOSED VDOT #3 C
AGGREGATE OUTLET PRC
w( GEOTEXTILE FILTER
UNDERLAYMENT(2' DEI
Fiffl,,ki P,f.1.S 1flGV5'.;
UWWRI SftC'.
per AN
Part 1goi
Dim A
of"
) M(n. jD
mk Ia
NG
CONC.
RISE
1 -36-
TO AN
2 4
:4
..
; 4
-----------'
'458:6o;-FLt7
As
ETCfP -CY
-(JAM-A
-DOT---
85.0'
P
OPOSE
JG
STD.
MH -i TOP
SHALL,
If !
0+50 1+00 1+50 1+75
1:21 i
PROPOSED TOP OF
DAM ELEV. = 458.00'
(ADJACENT EX. TOP
OF WALL= 456.8')
PROPOSED 40" WIDE GRASS --
LINED EMERGENCY SPILLWAY
CREST ELEVATION=456.66'
(TOP OF DAM ELEV. = 458.00')
CONTRACTOR SHALL INSTALL THE BASIN & ITS
EMBANKMENT IN ACCORDANCE w! THE DETAILS
NOTES SHOWN ON THIS PLAN. CONTRACTOR SH/
HAVE A GEOTECHINICAL ENGINEER CONFIRM TV
CONSTRUCTION SPECIFICATIONS ARE MET DURII
CONSTRUCTION TO ENSURE THE EXISTING
RETAINING WALL IS NOT ADVERSELY IMPACTEE
---PROPOSED 24" CL. III RCP STANDPIPE
WITH TRASHRACK SHALL SERVE AS
THE RISER STRUCTURE. RISER RIM
ELEV.=455.66'. RISER TO HAVE A 05"
LOW -FLOW ORIFICE AT THE LOW
POINT OF THE BASIN (INV, 450.50') &
FOUR (4) 06" MID -FLOW ORIFICES (INV.
45425')• ORIFICES TO HAVE
TRASHRACKS.
-- EXISTING ENDWALL &
ARMORED RIPRAP CHANNEL
PROTECTION TO REMAIN
PROPOSED BASIN SPILLWAY SIDE SLOPES
SHALL BE 4:1 OR FLATTER TO PROVIDE A
SMOOTH VEHICULAR TRANSITION ALONG
THE ACCESS ROAD & TO PROTECT THE
GRASS LINED SPILLWAY.
460 k 460
C
NTRAC
OR SHALL
RAISE THE
EXIST
NG
CONC.
RISE
R STANDPIPE
TO AN
ELEVATION
455
-----------'
'458:6o;-FLt7
- T
ETCfP -CY
-(JAM-A
-DOT---
P
OPOSE
JG
STD.
MH -i TOP
SHALL,
BE INSTALLED
ON
THE
450
460
RIS
R AND IT
SHALL B
USED A
A MH/A
CESS
460
(P
ST -CONSTRUCT(
WITH TH
PROPO
ED DEV
LOPMEN
.
DE
445
PROPOSED
445
440
-r
----
-- ------
440
435
RADE
/
435
EXISTING/
ORIGINAL
(PRE -C
NSTRU(,TION)
v'
EXISTIN
OR
ENT
POST -C
NSTRII
TION)
430
455
--------------------
RADE
C10
455
CN
425
)ARSE
425
JJI;t
00
ww
0U.
to
d �
N
Q
TECTION
W
:AERIC
P MIN.)
450
450
FLOOR
,,-
ELEV.=
454.50'
Ci'PREV
FLOT
T3ON
-RISER-B--5E
--
-
-- - --
AND BA
REL Cfl
NECTION
SHALL B
FIRMLY
445
EM
EDDED
" INTO A
REINFOR
ED
445
18"
THICK
CONCRETE
FOUNDATION
T
AT
15 5'x5',
AND IS B
RIED BE
OW THE
130-70M
OF TH
BASIN
ADI G R N .
----
CON NE
lNTO E
(STING Rt
ER
440
STRUCTURE.
PR04?OS
D 16.00'
ARREL
440
=
3
=
~
E
(STING/
ORIGINAL--?
TRUCTI..N.�
- -
- -`
---
-
- --
GR
DE
435
EXIST(
G 48"
435
CONC.
RISER
430
430
CONTRACTOR
SHAL
ENSURE
THE
STRUCTURAL
INTEGRITY
OF THE
RISER,
BARRE
& CONCRETE
WA
LAND
AKE AN
FICA
fflNS RE
1)j EO.-__
- _
425
425
_
INV. 424.7
---- -
-------------------- -
----- ___ _--------
----EX-61
11 -CL -02-4!
-- -
CON
C, PIPE
420
1 INV. 421.9N
420
_j _j r
r`�� �`!
°�° ?
t
0)
cq
"t
d "It
d Nr
et moi'
d `a'
�
W ti
0+50 1+00 1+50 1+75
1:21 i
PROPOSED TOP OF
DAM ELEV. = 458.00'
(ADJACENT EX. TOP
OF WALL= 456.8')
PROPOSED 40" WIDE GRASS --
LINED EMERGENCY SPILLWAY
CREST ELEVATION=456.66'
(TOP OF DAM ELEV. = 458.00')
CONTRACTOR SHALL INSTALL THE BASIN & ITS
EMBANKMENT IN ACCORDANCE w! THE DETAILS
NOTES SHOWN ON THIS PLAN. CONTRACTOR SH/
HAVE A GEOTECHINICAL ENGINEER CONFIRM TV
CONSTRUCTION SPECIFICATIONS ARE MET DURII
CONSTRUCTION TO ENSURE THE EXISTING
RETAINING WALL IS NOT ADVERSELY IMPACTEE
---PROPOSED 24" CL. III RCP STANDPIPE
WITH TRASHRACK SHALL SERVE AS
THE RISER STRUCTURE. RISER RIM
ELEV.=455.66'. RISER TO HAVE A 05"
LOW -FLOW ORIFICE AT THE LOW
POINT OF THE BASIN (INV, 450.50') &
FOUR (4) 06" MID -FLOW ORIFICES (INV.
45425')• ORIFICES TO HAVE
TRASHRACKS.
-- EXISTING ENDWALL &
ARMORED RIPRAP CHANNEL
PROTECTION TO REMAIN
PROPOSED BASIN SPILLWAY SIDE SLOPES
SHALL BE 4:1 OR FLATTER TO PROVIDE A
SMOOTH VEHICULAR TRANSITION ALONG
THE ACCESS ROAD & TO PROTECT THE
GRASS LINED SPILLWAY.
460 k 460
PROFILE SCALES
111=5, (V) - DETENTION
:0=5o' (H)
0+50 0+75
BASIN SPILLWAY
'YH 0��
SCOTT R. COLLINS'Z
r-) Lie. No. 035791,x.
k:� II t�I1-1 dJ
rtr
&
455
455
40'
,LL
E—
P
OPOSE
JG
RADE
450
450
E
(STING/
CURRENT
(P
ST -CONSTRUCT(
N)
GR
DE
445
445
440
-r
----
-- ------
440
435
/
435
EXISTING/
ORIGINAL
(PRE -C
NSTRU(,TION)
RADE
-
430
430
- - - --1---------------U),
--------------------
C10
CN
425
425
JJI;t
00
ww
0U.
to
d �
N
Q
W
PROFILE SCALES
111=5, (V) - DETENTION
:0=5o' (H)
0+50 0+75
BASIN SPILLWAY
'YH 0��
SCOTT R. COLLINS'Z
r-) Lie. No. 035791,x.
k:� II t�I1-1 dJ