HomeMy WebLinkAboutWPO201600049 Plan - E&S Erosion Control Plan 2016-07-28A
GENERAL NOTES:
DATE
MARCH 27, 2014
OWNER/DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC CONTACT. DAVE BROCKMAN
1005 Heathercroft Circle, Suite 100 OLD TRAIL VILLAGE
Crozet, VA 22932 CELL: (702)-985-9088
�
do ve@oldtrail village. com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
914 MONTICELLO ROAD
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
TAX MAP PARCEL No:
A PORTION OF 055EO-01-00-000A1
ZONING:
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED AS MODIFIED
USE.
TOPSOIL SOCKPILE AREA
BUILDING HEIGHT.
N/A
DRAINAGE DISTRICT.•
LICKINGHOLE CREEK
WATERSHED:
SLABTOWN CREEK
TOPOGRAPHY.
LOUISA AERIAL SURVEYS, AUGUST 2012
DATUM:
VERTICAL - NAVD 88, HORIZONTAL - NAD 83
CRITICAL SLOPES.
NO CRITICAL SLOPES EXSIST WITHIN THE PROJECT LIMIT
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD
Q
INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 51000)6 0237 D.
EFFECTIVE DATE. FEBRUARY 4, 2005.
LANDSCAPING:
N/A
WETLANDS.
THERE ARE NO WETLAND IMPACTS ASSOCIATED WITH THIS DEVELOPMENT.
WPO BUFFER:
THERE ARE NO WATER PROTECTION BUFFERS TO BE IMPACTED WITH THIS PLAN.
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONINECTION TO
ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARwuRT OF TFRANSPORTATION
(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THIE PERMIT. WHERE
ANY DISCREPANCIES OCCUR THE REQUIREMENT OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AD STANDARDS
OF VDOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THIE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CCONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTFAINABLE, LESSER
SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINJION OF COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE-CILASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDAfRDS FOR CONSTRUCTION
INDUSTRY (29 CFR PART 1926).
11
LD TRAI L V1 LL/kG E
OCK
ROSION CONTRO PLAN
BLOCK 22 VICINITY MAP
SCAM: 1'=1000 FEET
THIS PLAN IS AN EROSION AND SEDIMENT CONTROL PLAN FOR THE TEMPORARY STOCKPILING
OF TOPSOIL AND FILL MATERIALS FOR USE WITHIN THE ONGOING DEVELOPMENT AT OLD TRAIL VILLAGE.
APPROVED
by the Alberrglfle GOI IrIty
C mm rWky Development Department
Date
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REVISIONS
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1. INSTALL CONSTRUCTION ENTRANCE. -....... . . ..... -11-1 \1 "', 11 ,-- -.--- 20'-�JTILITY EASEMENT --- - ------ 11 N; ,,,-
OF SLOPES. SEED AND STABILIZE ALL DENUDED AREAS. I . . . . ......... .. ..... - 11 � --- - ----' �, I I
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2. INSTALL SEDIMENT TRAP PLACING SILT FENCE AT THE TOE ---1 111--- - -,-.--- -.1-- .. . ....... � ..... - ---- --- 11 -1 15,-, , I
INSTALL INLET PROTECTION, INSTALL DIVERSIONS AND - -, - .... . � _b 1'\1 \\111 \1 -----.-.-,- - --- --- --.---- --,- -.1.1 - - - - ------ PP. _ \ \ 11001--1/ "I
TEMP. CHANNEL INTO ST#1 . DIVERT ALL RUNOFF INTO TRAPS AS SHOWN. '-� \ %11 --- -� - , - � 1 /)
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3. AFTER DIVERSIONS ARE INSTALLED, COMMENCE WITH CLEARING �/-- - - ll, "', � ,/.,---, , ---' - i \ - , -�11-- --- ----- -.-,. / 100, 11,
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4. MAINTAIN TOE OF SLOPE AND STOCKPILE AREA WITH SILT FENCE. ,-.- \ �', 11--- , �11 11-7-5�- I 1--� I
MULTCH, LIME AND FERTILIZER TO ESTABLISH SOIL STABILIZATION. �If - "� \ // � � � , I"'," I/ . X, I ------� \�-� I - �, \ --ol- -�\ " ------ ,
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5, COMPLETE ONSITE FINE GRADING AND APPLY STABILIZATION SEEDING, '( I � ( , / 11,\ --,,D.B.D. B. 3442 pp. 188-194 \ TERLIN_ - - - \,
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� TEMPORARY SEEDING MIXTURES
FOR THE PIEDMONT AREA
TS
TABLE 26
TEMPORARY SEEDINGS BY RATES, DEPTHS, AND DATES
Use Soil Test Recommendation or Rates Shown Below
Seeding Mixture
Planting
Seeding zones 37 and Seeding Date 38
Lbs. per
Seeding Rate
depth 36
2 LBS.
Species
Per
Lbs/1000
TOTAL 150 LBS.
7a and 7b
6b
6a and 5b
2/1-
5/1-
8/15-
3/1-
5/1-
8/15-
3/15-6/'1-
OUTLET LENGTH
8/1-
if occasional mowing
acre
Sq. ft
(Inches)
9.2
fall
is desired.
. . . . . . . . . .ANNUAL RYE
4/30
8/14
11/30
4/30
8/14
11/15
5/31
7/131
10/31
Choose one:
WEEPING LOVEGRASS MAY BE ADDED
Service lespedeza
0-20-0
400
9.2
BY
crownvetch
Birdsfoot trefoil
BY
ORIGINAL
2 N
UM
BY
Barley
2.5 bu.
2.80
1-2
X
-
10/15
X
-
10/15
X
-
10/1
Oats
3 bu.
2.21
1-2
X
occasional mowing is
-
X
500
-
X
desired, and then in
lespedeza, or
Rye 39
2.5 bu.
3.22
1-2
X
birdsfoot trefoil.
X
X
X
X
X
Barley or
Not required. not
weeping lovegrass
Spring the year
closer than 4" if
& serice lespedeza
Rye Plus
150 lbs.
3.45
1
X
X
10/15
X
X
10/15
X
X
10/1
Foxtail
after sericea has
X
X
X
X
X
X
X
X
X
millet 40
September,
20-10-10
250
5.8
2" for red fescue
Red & chewings
30 days later
and Ky bluegrass;
fescue, Kentucky
bluegrass, hard
Weeping
4lbs.
0.09
1/4-1/2
-
X
20-10-10
100
X
y Ma 20 -June -30,
forfescue.
X
lovegrass 41
if needed.
Annual
50 lbs.
1.15
1/4-1/2
X
11/1
X
11/1
X
8/15
ryegrass
Millet 42
50 lbs.
1.15
1/2
X
X
X
-
36 Applicable on slopes of 3:1 or flatter
37 Refer to figure A - Adopted from USDA, ARS Miscellaneous Publication #1475, January 1990
38 Between fall and spring seeding dates, use mulch only if ground is frozen and reseed when thawed
39 May be used as a nurse crop for late fall/early winter permanent seedings, add 56 lbs/ac.
to the permanent seeding mixture
40 Maryland State Highway Administration Temporary Seed Mix
41 May be used as a nurse crop for mid -summer permanent seedings. Add 2 lbs/ac
to permanent seed mix.
42 May be used as a nurse crop for mid -summer permanent seedings. Add 10 lbs/ac.
to the permanent seeding mix.
PERMANENT SEEDING Ps
FFRTII 17ATInN &MAINTENANCE
TABLE 24
Maintenance Fertilization for Permanent Seedings
Use Soil Test Recommendation or Rates Shown Below
Seeding Mixture
Formulation
Lbs. per
Lbs. per
Time
Mowing
2 LBS.
- SEASONAL NURSE CROP*
Acre
1000 sf
TOTAL 150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
Tail fescue makes
10-10-10
500
11.5
Yearly, or as needed
"Not closer than 3"
up 70% or more
or
20 LBS.
OUTLET LENGTH
TOTAL 150 LBS.
if occasional mowing
of cover.
30-10-10
400
9.2
fall
is desired.
. . . . . . . . . .ANNUAL RYE
NOVEMBER 1ST THROUGH FEBRUARY 15TH
. . . . . . . . . . ANNUAL RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH
Spring the year
Do not mow
Crownvetch
SERICEA.)
5.0
IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL
following establish -
WEEPING LOVEGRASS MAY BE ADDED
Service lespedeza
0-20-0
400
9.2
ment and every 4-5
crownvetch
Birdsfoot trefoil
0
ORIGINAL
2 N
UM
years thereafter.
CD
0
GROUND
ELEV.
Not required. not
Fairly uniform
•+1
W
of
W CM
Fall the year
closer than 4" if
stand of tall
U
following establish-
occasional mowing is
fescue & service
5-10-10
500
11.5
ment and every 4-5
desired, and then in
lespedeza, or
w
0)Z
®
W
years thereafter.
fall after seed has
birdsfoot trefoil.
matured.
Not required. not
weeping lovegrass
Spring the year
closer than 4" if
& serice lespedeza
following establish-
occasional mowing is
fairly uniform
5-10-10
500
11.5
ment and every 3-4
desired, and fall
plant distribution
years thereafter.
after sericea has
matured.
Mow no closer than
September,
20-10-10
250
5.8
2" for red fescue
Red & chewings
30 days later
and Ky bluegrass;
fescue, Kentucky
bluegrass, hard
December,
and closer than 3"
fescue mixture:
20-10-10
100
2.3
y Ma 20 -June -30,
forfescue.
if needed.
PERMANENT SEEDING MIXTURES
FOR THE PIEDMONT AREA Ps
TABLE 25 TOTAL LBS. PER ACRE
MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL 175-200 LBS.
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE %95-100%
- IMPROVED PERENNIAL RYE GRASS 0-5%
- KENTUCKY BLUEGRASS 0-5%
HIGH MAINTENANCE LAWN
200-250 LBS.
- KENTUCKY 31 OR TURF -TYPE TALL FESCUE
100%
GENERAL SLOPE (3:1 OR
LESS)
- KENTUCKY 31 FESCUE
128 LBS.
- RED TOP GRASS
2 LBS.
- SEASONAL NURSE CROP*
20 LBS.
REQUIRED VOLUME
TOTAL 150 LBS.
LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1)
2.00
- KENTUCKY 31 FESCUE
108 LBS.
- RED TOP GRASS
2 LBS.
- SEASONAL NURSE CROP*
20 LBS.
- CROWN VETCH**
20 LBS.
OUTLET LENGTH
TOTAL 150 LBS.
*USE SEASONAL NURSE CROP IN ACCORDANCE WITH
SEEDING DATES AS STATED BELOW:
FEBRUARY 16TH THROUGH APRIL 30TH. . .
. . . . . . . . . ANNUAL RYE
MAY 1ST THROUGH AUGUST 15TH . . . . .
. . . . . . . . . FOXTAIL MILLET
AUGUST 16TH THROUGH OCTOBER 31ST. .
. . . . . . . . . .ANNUAL RYE
NOVEMBER 1ST THROUGH FEBRUARY 15TH
. . . . . . . . . . ANNUAL RYE
** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH
EAST OF FARMVILLE, VA (MAY
THROUGH SEPTEMBER USE HULLED SERICEA, ALL
OTHER PERIODS, USE UNHULLED
SERICEA.)
5.0
IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL
LEGUME SEED MUST BE PROPERLY INNOCULATED.
WEEPING LOVEGRASS MAY BE ADDED
TO ANY SLOPE OR LOW MAINTENANCE MIX DURING
WARMER SEEDING PERIODS; ADD 10-
20 LBS./ACRE IN MIXES.
MAX. DEPTH = 4'
Repairs and Maintenance
Inspect all seeded areas for failures and make necessary repairs, replacements, and re -seeding within
the planting season.
i. Once the vegetation is established, the site shall have 95% groundcover to be considered
adequately stabilized.
ii. If the stand provides less than 40% ground coverage, reestablish following origirnal lime, fertilizer,
seedbed preparation and seeding recommendations.
iii. If the stand provides between 40% and 94% ground coverage, overseeding and fiertilizing using
half of the rates originally applied may be necessary.
iv. Maintenance fertilizer rates for permanent seedings are shown in Table 24.
MAINTENANCE LOG.
SILT FENCE OUTLET DETAIL
(SPECIAL DESIGN)
EXIST. -
GROUND
ELEV.
10'
SILT
FENCE
;11,2„
OUTLET CROSS SECTOIN
PERSPECTIVE VIEW
- EXISY.
GROUND
ELEV.
EMBANKMENT
(FEET)
;i c 7 �
J Ti T TIT i'. l'):I 'T T;: Y
I"� W
AC.
WET VOLUME
201
CY
H
HO
W
REQUIRED VOLUME
1.5
0.5
2.00
38
2.0
1.0
2.(0.5
} i
2.5
1.5
2
OUTLET LENGTH
3.0
2.0
2.5
9�
3.5
2.5
3.0
0�
HO H 4.0
3.0
3.0
DRY VOL. EL
4.5
3.5
4.0
882.00
5.0
4.0
4.5
^- EXCAVATED AREA
o�
� W
MAX. DEPTH = 4'
�Q
ON
Ix LO
F-+•�1
0
ORIGINAL
2 N
UM
CD
0
GROUND
ELEV.
CCLL
MAJOR GRADING ACTIVITIES DATE STABILIZIZED CONSTRUCTION AREAS DATE MAINTENANCE OF CONTROLS ADDITIONS DATE RAINFALL WEEKLY INSPECTIONS
,\
SUPER SILT FENCE CONSISTS OF 2 ADJACENT FENCE SECTIONS SEPARATED 1-1.5 FEET
CONSTRUCTION OF A SILT FENCE
1. SET THE STAKES.
j6'M AX
s
FLOW
J. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOOV
2. EXCAVATE A 4'X 4 " TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
G
r
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION) PLATE. 3.05-2
SOURCE. • Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Contra VA. DSWC
Sherwood and Wyant
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DRY VOLUME
VARIABLE.x
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*SEE PLATE 3.13-.1 COARSE AGGREGATE CLASS T RIPRAP
C'.ROSS SECT�ON OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) -:
6 X DRAINAGE AREA,
(IN A.C.)
DIVERSION
DIKE
COARSE AGGREGATE
EXCAV'A ED - �. FILTER CLOTH �✓
AREA
*M COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC PLATE. 3,13-2
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT COtgTROL
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 Ol'JE 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 SHALT... 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: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE,
ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER TACH
RUNOFF -PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
Albemarle County Design Standards Manual
(10-22-2012)
General construction notes for Erosion and Sediment Control plans
• 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.
• 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.
• All erosion and sediment control measures are to be placed prior to or as the
first step in clearing.
• A copy of the approved erosion and sediment control plan shall be maintained
on the site at all times.
• 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.
• 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.
• 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.
• During de -watering 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.
• All fill material to be taken from an approved, designated borrow area.
• All waste materials shall be taken to an approved waste area. Earth fill
shlall be inert materials only, free of roots, stumps, wood, rubbish, and
other debris.
• Borrow or waste areas are to be reclaimed within 7 days of completion per
Zolning Ordinance section 5.1.28.
• All inert materials shall be transported in compliance with section 13-301 of
the Code of Albemarle.
• Borrow, fill or waste activity involving industrial -type power equipment shall
be limited to the hours of 7:00am to 9:OOpm.
• Borrow, fill or waste activity shall be conducted in a safe manner than
maintains lateral support, or order to minimize any hazard to persons,
physical damage to adjacent land and improvements, and damage to any public
street because o slides, sinking, or collapse.
• The developer shall reserve the right to install, maintain, remove or convert
tot permanent storm -water 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.
• Temporary stabilization shall be temporary seeding and mulching. Seeding is to
be at 75 lbs/acre, and in the months of September to February to consist a
50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to
consist of Annual Rye, or May through August to consist of German Millet.
Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to
approved by the County erosion control inspector.
• Pelrmanent stabilization shall be lime and fertilizer, permanent seeding, and
munch.
1. Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated
into the top 4-6 inches of soil.
2. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10
nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist
of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky
Bluegrass.
3. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to
approved by the County erosion control inspector.
• Malintenance: All measures are to be inspected weekly and after each rainfall.
Anly 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 re -seeded 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.
• 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.
• 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 17-2046.)
• Pelrmanent vegetation shall be installed on all denuded areas within nine (9)
molnths after the date the land disturbing activity commenced. (Water
Protection Ordinance section 17- 207B)
SEDIMENT TRAP SIZING
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REVISIONS
JUNE 27, 2016
DATE
MARCH 27, 2014
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JUNE 27, 2016
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MARCH 27, 2014
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------------
FILE NUMBER
8053
SHEET
41OF5
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FILE NUMBER
8053
SHEET
41OF5
FUELING AREA
BELOW -GRADE CONTAINMENT AREA
10 MIL. PLASTIC L
3' MIN.
12" HIGH DIVERSION BERM
ON 3 DOWNHILL SIDES
D
VARIES
10 MIL. PLASTIC LINING
VARIES
Q
C
EA
LBOTTOM OF BERM
TOP OF BERM
PLAN
NOT TO SCALE
STAPLES
(2 PER BALE)
WOOD OR METAL STAKES
(2 PER BALE)
A
L -
VARIES
10 MIL. PLASTIC LINING
NATIVE MATERIAL (OPT.)
SECTION A -A'
NOT TO SCALE
10' MIN.
STRAW BALE (TYP.)
NDING WIRE
-STAKE (TYP.)
A'
10 MIL. PLASTIC LINING)
PLAN STRAW BALE (TYP.)
NOT TO SCALE
CONCRETE WASHOUT AREA
ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES
1. ALL PETROLEUM-BASED PRODUCTS USED ON THE PROJECT SITE WILL BE USED, STORED, AND DISPOSED OIF ACCORDING TO FEDERAL, STATE, AND LOCAL
REGULATIONS. THE FOLLOWING PRACTICES ARE USED TO REDUCE THE RISK ASSOCIATED WITH PETROLEUIM PRODUCTS:
2. ALL REFUELING, REPAIR AND CHANGING OF EQUIPMENT AND VEHICLE FLUIDS SHALL BE CONDUCTED IN A DESIGNATED AREA.
3. FUELING AREA CONTAINMENT SHOULD BE SIZED FOR 110% OF THE LARGEST STORAGE TANK CAPACITY WITH SUFFICIENT FREEBOARD TO CONTAIN THE
25 -YEAR, 24 HOUR STORM EVENT.
4. THE FUELING AREA AND CONTAINMENT AREA SHOULD BE A MINIMUM OF 50' FROM STORM DRAIN INLETS, OPEN DITCHES, WATERWAYS OR BODIES OF WATER.
5. MATERIAL FOR CONSTRUCTING THE DIVERSION BERM SHOULD BE SUFFICIENTLY IMPERVIOUS TO CONTAIN TOIL.
6. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
7. FUELING AREA CONTAINMENT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CONTAINMENT FOR 110% OF LARGEST STORAGE
TANK CAPACITY AND SUFFICIENT FREEBOARD TO CONTAIN THE 25 -YEAR, 24 HOUR STORM EVENT.
8. DISPOSE OF ALL USED OIL, ANTIFREEZE, SOLVENTS AND OTHER AUTOMOTIVE -RELATED CHEMICALS ACCORDING TO MANUFACTURER INSTRUCTIONS.
9. USED OIL, ANTIFREEZE, AND SOME SOLVENTS CAN BE RECYCLED AT DESIGNATED FACILITIES, BUT OTHER CHEMICALS MUST BE DISPOSED OF AT A HAZARDOUS
WASTE DISPOSAL SITE.
10. THE PROJECT CONSTRUCTION MANAGER SHALL DISPOSE OF OR RECYCLE THESE MATERIALS ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS.
11. ALL VEHICLES ON THE PROJECT SITE WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE.
12. VEHICLES AND EQUIPMENT WILL BE INSPECTED DAILY.
13. IF A LEAK IS DISCOVERED, USE DRIP PANS AND ABSORBENTS UNDER OR AROUND LEAKY VEHICLES UNTIL THE LEAK IS REPAIRED.
14. LEAKS WILL BE REPAIRED IMMEDIATELY, OR THE PROBLEM VEHICLE(S) OR EQUIPMENT WILL BE REMOVED FROM THE PROJECT SITE.
15. THE EQUIPMENTNEHICLE STORAGE AREA AND FUEL TANKS WILL BE INSPECTED WEEKLY AND AFTER STORM EVENTS.
16. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL PETROLEUM PRODUCT CONTAINERS PROVIDE SECONDARY CONTAINMENT.
17. DOUBLE -WALLED CONTAINERS CAN BE USED AS A MEANS OF SECONDARY CONTAINMENT;
18. NOTE, DOUBLE -WALLED CONTAINERS/TANKS WITH FITTINGS OR OPENINGS LOCATED BELOW THE LIQUID LEVEL OF THE CONTAINER MAY REQUIRE ADDITIONAL
SECONDARY CONTAINMENT TO CONFORM TO FEDERAL, STATE, AND/OR LOCAL REGULATIONS.
19. NOTE, DOUBLE -WALLED CONTAINERS DO NOT PRECLUDE THE REQUIREMENT OF SECONDARY CONTAINMENIT FOR REFUELING OR TRANSFER OPERATIONS.
20. THE PROJECT CONSTRUCTION MANAGER SHALL DESIGNATED AN AREA FOR THE COLLECTION AND STORAGE OF ALL PETROLEUM BASED PRODUCTS.
21. THE CONTAINERS SHALL BE PROTECTED FROM RAIN EVENTS.
22. STORE CONTAINERS ON SPILL PALLETS OR EQUIVALENT STRUCTURES.
23. CONTAINERS MUST BE STORED AND STACKED IN ACCORDANCE WITH THE MANUFACTURERS' DIRECTIONS.
24. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMIMENDATIONS.
25, THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL SPILLS OR CONTAMINATED SURFACES ARE CLEANED UP IMMEDIATELY, USING DRY CLEAN UP
MEASURES WHERE POSSIBLE, AND ELIMINATE THE SOURCE OF THE SPILL TO PREVENT A DISCHARGE OR A FURTHERANCE OF AN ONGOING DISCHARGE; THAT
THE SURFACES ARE NOT CLEANED BY HOSING THE AREA DOWN.
26. IF AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM CONTAINERS/TANKS/DRUMS STORED ON THE PROJECT SITE IS GREATER THAN 1,320
GALLONS, THE PROJECT CONSTRUCTION MANAGER MUST PREPARE A SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN.
27. TO CALCULATE THE TOTAL ABOVEGROUND STORAGE CAPACITY, THE PROJECT CONSTRUCTION MANAGER (CAN ADD TOGETHER THE STORAGE CAPACITY OF
ALL OF STORAGE CONTAINERS/TANKS/DRUMS AS WELL AS THE FUEL AND FLUID TANKS ON THE MOBILE AND OPERATIONAL EQUIPMENT. IN THIS CALCULATION,
INCLUDE ONLY THOSE TANKS THAT HAVE MORE THAN 55 GALLONS OF STORAGE CAPACITY. THIS REQUIREMIENT DOES NOT INCLUDE MOBILE REFUELERS.
28, IF THE AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM PRODUCTS ON THE PROJECT SITE IS GREATER THAN 1,320, THE PROJECT
CONSTRUCTION MANAGER MUST FOLLOW ALL APPLICABLE FEDERAL REGULATIONS GOVERNING SECONDARY CONTAINMENT.
SOLID WASTE COLLECTION CONTAINMENT AREA
SILT FENCE NOT TO SCALE
LOCATE ON
DOWNHILL SIDE
OF SOLID WASTE
COLLECTION AREA
VEHICLE TRACKING
CONTROL
(GRAVEL, PAVEMENT OR
OTHER STABLE SURFACE)
1. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE.
2. DESIGNATE A SOLID WASTE COLLECTION AREA.
3. THE SOLID WASTE COLLECTION AREA SHOULD BE LOCATED A MINIMUM OF 50 FEET AWAY FROM CONCENITRATED FLOWS OF
STORMWATER, DRAINAGE COURSES, AND STORMWATER DRAINS, WATER BODIES, AND SHOULD NOT BE LOCATED IN AREAS PRONE TO
FLOODING OR PONDING.
4. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A PROPER RECEPTACLE IN ACCORDANCE WYITH ALL FEDERAL, STATE, AND
LOCAL WASTE MANAGEMENT REGULATIONS. SOLID WASTE GENERATED FROM CONSTRUCTION ACTIVITIES ON THE PROJECT SITE AND
TRASH WILL BE DEPOSITED IN DUMPSTERS AND/OR OTHER SOLID WASTE CONTAINERS. ONLY TRASH AND) CONSTRUCTION DEBRIS FROM
THE SITE WILL BE DEPOSITED IN THE DUMPSTER.
5. NOTE, ONLY APPROPRIATE SOLID WASTES SHOULD BE PLACED IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. CERTAIN WASTES
SUCH AS HAZARDOUS WASTES, APPLIANCES, FLUORESCENT LAMPS, PESTICIDES, ETC., MAY NOT BE DISPOSED OF IN SOLID WASTE
CONTAINERS. FOR ANY ITEM THAT IS CONSIDERED HAZARDOUS WASTE, FOLLOW THE PROCEDURES SPE(CIFIED IN THE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) "MATERIAL MANAGEMENT PRACTICES - HAZARDOUS PRODUCTS"..
6. LIQUID WASTE WILL NOT BE DISPOSED OF IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. FOLLOW MIANUFACTURES', FEDERAL,
STATE, AND LOCAL GUIDELINES TO DISPOSE OF LIQUID WASTES PROPERLY.
7. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE SOLID WASTE COLLECTION AREA ON ,A MINIMUM OF ONE SIDE.
8. SOLID WASTE, CONSTRUCTION DEBRIS, AND TRASH COLLECTED IN THE DUMPSTER AND/OR SOLID WASTE CONTAINERS WILL BE HAULED
TO AN APPROPRIATE WASTE DISPOSAL SITE.
9. SCHEDULE REGULAR SOLID WASTE COLLECTION PICKUPS TO PREVENT THE CONTAINERS FROM OVERFILI_LING.
10. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE PICKCUPS ON A MORE FREQUENT
BASIS.
11. SMALLER SOLID WASTE CONTAINERS WILL BE RAISED OFF THE GROUND WITH A PALLET OR AN EQUIVALENT STRUCTURE.
12. THE PROJECT CONSTRUCTION MANAGER SHALL ENSURE THAT SILT FENCE IS INSTALLED ON THE DOWNHILL SLOPE BELOW THE SOLID
WASTE COLLECTION AREA TO CONTAIN LEAKAGE AND/OR SPILLAGE.
13. THE PROJECT CONSTRUCTION MANAGER MUST ENSURE THAT DUMPSTERS AND/OR SOLID WASTE CONTAINERS HAVE SECURE,
WATERTIGHT LIDS SO THEY CAN BE COVERED BEFORE/DURING PERIODS OF RAIN.
14. IF DUMPSTERS AND/OR SOLID WASTE CONTAINERS DO NOT HAVE SECURE, WATERTIGHT LIDS, THEY MUST BE KEPT IN A COVERED AREA.
15. INSPECT SOLID WASTE COLLECTION AREA AND CHECK DUMPSTERS AND/OR SOLID WASTE CONTAINERS FOR LEAKS, SPILLS AND
EXTERNAL CORROSION AND STRUCTURAL FAILURE WEEKLY AND IMMEDIATELY AFTER STORM EVENTS.
16. CLEAN UP LEAKS AND SPILLS IMMEDIATELY.
10 MIL. PLASTIC L
T MIN.
LATH AND FLAGGING
ON 3 SIDES
10' MIN.
10 MIL. PLASTIC LINING
SECTION A -A'
NOT TO SCALE
PLAN
NOT TO SCALE
ATH AND FLAGGING ---- --_-. ___
DV
ON 3 SIDES '.
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SANDBAG (TYP.)
TOP OF BERM
BOTTOM OF BERM
CONCRETE WASHOUT AREA
BELOW -GRADE CONTAINMENT AREA
SILT FENCE
LOCATE ON
DOWNHILL SIDE
OF PORTABLE
TOILET
Ho
STD.
PORTABLE
TOILET
1. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE TOILETS AS REQUIRED
BY FEDERAL, STATE, AND LOCAL REGULATIONS.
2. THE PROJECT CONSTRUCTION MANAGER SHALL PROVIDE A SUFFICIENT NUMBER OF
PORTABLE TOILETS TO SERVE THE MAXIMUM NUMBER OF EMPLOYEES EXPECTED ON
SITE DAILY.
3. POSITION PORTABLE TOILETS SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR
KNOCKED OVER.
4. THE PORTABLE TOILETS WILL BE MAINTAINED AND INSPECTED WEEKLY FOR EVIDENCE
OF LEAKING HOLDING TANKS.
5. TOILETS WITH LEAKING HOLDING TANKS WILL BE REMOVED FROM THE SITE AND
REPLACED WITH NEW PORTABLE TOILETS.
6. CLEAN UP LEAKS AND SPILLS IMMEDIATELY
7. CONTAINMENT TRAYS CAN BE USED AS SECONDARY CONTAINMENT IF PORTABLE TOILET
IS SET ON A LEVEL GRAVEL OR PAVED PAD.
8. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE PORTABLE TOILET
ON A MINIMUM OF ONE SIDE.
9. IF PORTABLE TOILET IS LOCATED ON SINGLE FAMILY HOME SITE, AND SILT FENCE IS
INSTALLED AROUND THE PERIMETER OF THE PROJECT SITE, THE ADDITIONAL SILT .
FENCE DIRECTLY ADJACENT TO THE TOILET IS NOT NECESSARY.
PORTABLE TOILET CONTAINMENT AREA
NOT TO SCALE
CONCRETE WASHOUT NOTES
1. CONCRETE TRUCKS WILL ONLY WASH OUT, DISCHARGE SURPLUS CONCRETE, OR DRUM
WASH WATER AT APPROVED LOCATIONS IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS. ALL CONCRETE AND CONCRETE WASHOUT SLURRIES FROM THE
CONCRETE MIXER TRUCKS AND CHUTES WILL BE DISCHARGED INTO THE WASHOUT
AREA DR HAULED OFF-SITE FOR DISPOSAL. SMALLER EQUIPMENT SUCH AS
WHEELBARROWS AND HAND TOOLS ALSO WILL BE WASHED DOWN AT THE TEMPORARY
CONCRETE WASHOUT.
2. THE TEMPORARY CONCRETE WASHOUT AREA WILL BE CONSTRUCTED BEFORE ANY
CONCRETE POURS OCCUR AT THE SITE.
3. CONCRETE POURS WILL NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED
STORM EVENT.
4. THE TEMPORARY CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL IT IS NO
LONGER NEEDED FOR THE CONSTRUCTION PROJECT.
5. TEMPORARY CONCRETE WASHOUT WILL BE CONSTRUCTED WITH A MINIMUM FLAT AREA
OF 8'X8' AT THE BOTTOM OF THE PIT WITH 3:1 OR FLATTER SIDE SLOPES; HOWEVER, THE
PIT SHOULD BE SIZED FOR SUFFICIENT VOLUME AND QUANTITY TO CONTAIN ALL LIQUID
AND CONCRETE WASTE GENERATED BY THE WASHOUT OPERATIONS,
6. THE TEMPORARY CONCRETE WASHOUT SHOULD BE A MINIMUM OF 400' FROM ANY
NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE CONCRETE WASHOUT
WITHIN 1 000'OF ANY WELLS, DRINKING WATER SOURCE. IF SITE CONSTRAINTS MAKE
THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CONCRETE
WASHOUT AREA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (10 MIL. PLASTIC
LINER) OR SURFACE -STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE
WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE AREA SHOULD BE USED.
7. THE WASHOUT AREA WILL BE INSPECTED DAILY AND AFTER HEAVY RAINS TO ENSURE
THAT ALL CONCRETE WASHING IS BEING DISCHARGED INTO THE WASHOUT AREA, THAT
THERE ARE NO LEAKS OR TEARS ARE PRESENT, AND TO IDENTIFY IF THE WASHOUT HAS
REACHED 75% OF ITS HOLDING CAPACITY.
8. DAMAGES TO THE CONTAINER SHOULD BE REPAIRED PROMPTLY.
9. TEMPORARY CONCRETE WASHOUT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS
NECESSARY TO MAINTAIN FOR CONCRETE WASTE.
14. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
15. WHEN THE TEMPORARY CONCRETE WASHOUT IS FILLED TO 75% OF ITS CAPACITY, THE
WASHING WATER SHOULD BE VACUUMED OFF OR ALLOWED TO EVAPORATE TO AVOID
OVERFLOWS.
16. WHEN THE REMAINING CEMENTITIOUS SOLIDS HAVE HARDENED, THEY SHOULD BE
REMOVED AND DISPOSED OF OR RECYCLED. THE CONCRETE WILL BE BROKEN UP,
REMOVED, AND TAKEN TO A LANDFILL FOR DISPOSAL OR RECYCLING CENTER
RECYCLING.
17. BEFORE HEAVY RAINS, THE WASHOUT CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED
OR THE CONTAINER SHOULD BE COVERED TO AVOID AN OVERFLOW DURING THE
RAINSTORM.
18. SIGNS WILL BE POSTED MARKING THE LOCATION OF THE WASHOUT AREA TO ENSURE
THAT CONCRETE EQUIPMENT OPERATORS USE THE PROPER FACILITY.
GOOD HOUSEKEEPING
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING
THE CONSTRUCTION FPROJECT:
1. IDENTIFY ALL HAZARDOUS AND NONHAZARDOUS SUBSTANCES PRESENT AT THE
PROJECT SITE.
2. THE PROJECT CONSTFRUCTION MANAGER MUST COMPILE A LIST OF ALL CHEMICALS
PRESENT AT THE PROJECT SITE AND OBTAIN A MATERIAL SAFETY DATA SHEET (MSDS)
FOR EACH ONE.
3. WHEN POSSIBLE, ALL IPRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH
THE ORIGINAL MANURACTURE'S LABEL.
4. IF IT IS NOT POSSIBLE TO KEEP THE PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH
THE MANUFACTURE'S LABEL, THE NEW CONTAINER MUST BE LABELED WITH THE NAME
OF THE PRODUCT/CHEMICAL, THE UNIT NUMBER (WHEN APPLICABLE), EXPIRATION DATE
(WHEN APPLICABLE), HANDLING INSTRUCTIONS, AND HEALTH OR ENVIRONMENTAL
HAZARDS (WHEN APPLICABLE). IF THIS INFORMATION IS NOT AVAILABLE ON THE
MANUFACTURE'S ORIGINAL LABEL, CONSULT THE MSDS'S FOR THE RELEVANT
INFORMATION.
5. THE PROJECT CONSTFRUCTION MANAGER WILL MAKE SPECIAL NOTE ON THE INVENTORY
OF THE HAZARDOUS CHEMICALS ON THE PROJECT SITE THAT REQUIRE SPECIAL
HANDLING, STORAGE, OR DISPOSAL.
6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER STORAGE, USE, AND DISPOSAL
MUST BE FOLLOWED FOR ALL CHEMICALS AND MATERIALS PRESENT ON THE PROJECT
SITE.
7. ALL MATERIALS STORED ON THE PROJECT SITE WILL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS.
8, MATERIALS THAT HAVE THE POTENTIAL FOR CONTAMINATING RUNOFF DURING STORM
EVENTS WILL BE STORED IN THEIR APPROPRIATE WATERTIGHT CONTAINERS, STORED
ON A SPILL PALLET UNDER A CANOPY, TARPAULIN, SHRINK WRAPPED OR OTHERWISE
PRECLUDED FROM DIRECT EXPOSURE OF PRECIPITATION.
9. ACCESS TO STORAGE AREAS MUST BE RESTRICTED TO PREVENT VANDALISM.
10. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE
CONTAINER.
11. EMPTY CONTAINERS THAT MAY CONTAIN CHEMICAL RESIDUES SHALL BE DISPOSED OF IN
ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
12. CHEMICAL OR PETROLEUM PRODUCTS WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
13. THE PROJECT CONSTRUCTION MANAGER WILL INSPECT THE INVENTORY DAILY TO
INSURE PROPER USE AND DISPOSAL OF MATERIALS ON THE PROJECT SITE.
14. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE ADEQUATE SUPPLIES ARE
AVAILABLE AT ALL TIMES TO HANDLE SPILLS, LEAKS, AND DISPOSAL OF USED LIQUIDS.
15. ALL PROJECT PERSONNEL WILL BE INSTRUCTED ON GOOD HOUSEKEEPING PRACTICES.
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10 MIL. PLASTIC LINING)
PLAN STRAW BALE (TYP.)
NOT TO SCALE
CONCRETE WASHOUT AREA
ABOVE -GRADE CONTAINMENT AREA W/ STRAW BALES
1. ALL PETROLEUM-BASED PRODUCTS USED ON THE PROJECT SITE WILL BE USED, STORED, AND DISPOSED OIF ACCORDING TO FEDERAL, STATE, AND LOCAL
REGULATIONS. THE FOLLOWING PRACTICES ARE USED TO REDUCE THE RISK ASSOCIATED WITH PETROLEUIM PRODUCTS:
2. ALL REFUELING, REPAIR AND CHANGING OF EQUIPMENT AND VEHICLE FLUIDS SHALL BE CONDUCTED IN A DESIGNATED AREA.
3. FUELING AREA CONTAINMENT SHOULD BE SIZED FOR 110% OF THE LARGEST STORAGE TANK CAPACITY WITH SUFFICIENT FREEBOARD TO CONTAIN THE
25 -YEAR, 24 HOUR STORM EVENT.
4. THE FUELING AREA AND CONTAINMENT AREA SHOULD BE A MINIMUM OF 50' FROM STORM DRAIN INLETS, OPEN DITCHES, WATERWAYS OR BODIES OF WATER.
5. MATERIAL FOR CONSTRUCTING THE DIVERSION BERM SHOULD BE SUFFICIENTLY IMPERVIOUS TO CONTAIN TOIL.
6. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
7. FUELING AREA CONTAINMENT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CONTAINMENT FOR 110% OF LARGEST STORAGE
TANK CAPACITY AND SUFFICIENT FREEBOARD TO CONTAIN THE 25 -YEAR, 24 HOUR STORM EVENT.
8. DISPOSE OF ALL USED OIL, ANTIFREEZE, SOLVENTS AND OTHER AUTOMOTIVE -RELATED CHEMICALS ACCORDING TO MANUFACTURER INSTRUCTIONS.
9. USED OIL, ANTIFREEZE, AND SOME SOLVENTS CAN BE RECYCLED AT DESIGNATED FACILITIES, BUT OTHER CHEMICALS MUST BE DISPOSED OF AT A HAZARDOUS
WASTE DISPOSAL SITE.
10. THE PROJECT CONSTRUCTION MANAGER SHALL DISPOSE OF OR RECYCLE THESE MATERIALS ACCORDING TO FEDERAL, STATE, AND LOCAL REGULATIONS.
11. ALL VEHICLES ON THE PROJECT SITE WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
LEAKAGE.
12. VEHICLES AND EQUIPMENT WILL BE INSPECTED DAILY.
13. IF A LEAK IS DISCOVERED, USE DRIP PANS AND ABSORBENTS UNDER OR AROUND LEAKY VEHICLES UNTIL THE LEAK IS REPAIRED.
14. LEAKS WILL BE REPAIRED IMMEDIATELY, OR THE PROBLEM VEHICLE(S) OR EQUIPMENT WILL BE REMOVED FROM THE PROJECT SITE.
15. THE EQUIPMENTNEHICLE STORAGE AREA AND FUEL TANKS WILL BE INSPECTED WEEKLY AND AFTER STORM EVENTS.
16. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL PETROLEUM PRODUCT CONTAINERS PROVIDE SECONDARY CONTAINMENT.
17. DOUBLE -WALLED CONTAINERS CAN BE USED AS A MEANS OF SECONDARY CONTAINMENT;
18. NOTE, DOUBLE -WALLED CONTAINERS/TANKS WITH FITTINGS OR OPENINGS LOCATED BELOW THE LIQUID LEVEL OF THE CONTAINER MAY REQUIRE ADDITIONAL
SECONDARY CONTAINMENT TO CONFORM TO FEDERAL, STATE, AND/OR LOCAL REGULATIONS.
19. NOTE, DOUBLE -WALLED CONTAINERS DO NOT PRECLUDE THE REQUIREMENT OF SECONDARY CONTAINMENIT FOR REFUELING OR TRANSFER OPERATIONS.
20. THE PROJECT CONSTRUCTION MANAGER SHALL DESIGNATED AN AREA FOR THE COLLECTION AND STORAGE OF ALL PETROLEUM BASED PRODUCTS.
21. THE CONTAINERS SHALL BE PROTECTED FROM RAIN EVENTS.
22. STORE CONTAINERS ON SPILL PALLETS OR EQUIVALENT STRUCTURES.
23. CONTAINERS MUST BE STORED AND STACKED IN ACCORDANCE WITH THE MANUFACTURERS' DIRECTIONS.
24. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMIMENDATIONS.
25, THE PROJECT CONSTRUCTION MANAGER WILL ENSURE THAT ALL SPILLS OR CONTAMINATED SURFACES ARE CLEANED UP IMMEDIATELY, USING DRY CLEAN UP
MEASURES WHERE POSSIBLE, AND ELIMINATE THE SOURCE OF THE SPILL TO PREVENT A DISCHARGE OR A FURTHERANCE OF AN ONGOING DISCHARGE; THAT
THE SURFACES ARE NOT CLEANED BY HOSING THE AREA DOWN.
26. IF AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM CONTAINERS/TANKS/DRUMS STORED ON THE PROJECT SITE IS GREATER THAN 1,320
GALLONS, THE PROJECT CONSTRUCTION MANAGER MUST PREPARE A SPILL PREVENTION, CONTROL, AND COUNTERMEASURE (SPCC) PLAN.
27. TO CALCULATE THE TOTAL ABOVEGROUND STORAGE CAPACITY, THE PROJECT CONSTRUCTION MANAGER (CAN ADD TOGETHER THE STORAGE CAPACITY OF
ALL OF STORAGE CONTAINERS/TANKS/DRUMS AS WELL AS THE FUEL AND FLUID TANKS ON THE MOBILE AND OPERATIONAL EQUIPMENT. IN THIS CALCULATION,
INCLUDE ONLY THOSE TANKS THAT HAVE MORE THAN 55 GALLONS OF STORAGE CAPACITY. THIS REQUIREMIENT DOES NOT INCLUDE MOBILE REFUELERS.
28, IF THE AGGREGATE ABOVEGROUND STORAGE CAPACITY OF PETROLEUM PRODUCTS ON THE PROJECT SITE IS GREATER THAN 1,320, THE PROJECT
CONSTRUCTION MANAGER MUST FOLLOW ALL APPLICABLE FEDERAL REGULATIONS GOVERNING SECONDARY CONTAINMENT.
SOLID WASTE COLLECTION CONTAINMENT AREA
SILT FENCE NOT TO SCALE
LOCATE ON
DOWNHILL SIDE
OF SOLID WASTE
COLLECTION AREA
VEHICLE TRACKING
CONTROL
(GRAVEL, PAVEMENT OR
OTHER STABLE SURFACE)
1. NO CONSTRUCTION WASTE MATERIALS WILL BE BURIED ONSITE.
2. DESIGNATE A SOLID WASTE COLLECTION AREA.
3. THE SOLID WASTE COLLECTION AREA SHOULD BE LOCATED A MINIMUM OF 50 FEET AWAY FROM CONCENITRATED FLOWS OF
STORMWATER, DRAINAGE COURSES, AND STORMWATER DRAINS, WATER BODIES, AND SHOULD NOT BE LOCATED IN AREAS PRONE TO
FLOODING OR PONDING.
4. ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A PROPER RECEPTACLE IN ACCORDANCE WYITH ALL FEDERAL, STATE, AND
LOCAL WASTE MANAGEMENT REGULATIONS. SOLID WASTE GENERATED FROM CONSTRUCTION ACTIVITIES ON THE PROJECT SITE AND
TRASH WILL BE DEPOSITED IN DUMPSTERS AND/OR OTHER SOLID WASTE CONTAINERS. ONLY TRASH AND) CONSTRUCTION DEBRIS FROM
THE SITE WILL BE DEPOSITED IN THE DUMPSTER.
5. NOTE, ONLY APPROPRIATE SOLID WASTES SHOULD BE PLACED IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. CERTAIN WASTES
SUCH AS HAZARDOUS WASTES, APPLIANCES, FLUORESCENT LAMPS, PESTICIDES, ETC., MAY NOT BE DISPOSED OF IN SOLID WASTE
CONTAINERS. FOR ANY ITEM THAT IS CONSIDERED HAZARDOUS WASTE, FOLLOW THE PROCEDURES SPE(CIFIED IN THE STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) "MATERIAL MANAGEMENT PRACTICES - HAZARDOUS PRODUCTS"..
6. LIQUID WASTE WILL NOT BE DISPOSED OF IN DUMPSTERS AND/OR SOLID WASTE CONTAINERS. FOLLOW MIANUFACTURES', FEDERAL,
STATE, AND LOCAL GUIDELINES TO DISPOSE OF LIQUID WASTES PROPERLY.
7. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE SOLID WASTE COLLECTION AREA ON ,A MINIMUM OF ONE SIDE.
8. SOLID WASTE, CONSTRUCTION DEBRIS, AND TRASH COLLECTED IN THE DUMPSTER AND/OR SOLID WASTE CONTAINERS WILL BE HAULED
TO AN APPROPRIATE WASTE DISPOSAL SITE.
9. SCHEDULE REGULAR SOLID WASTE COLLECTION PICKUPS TO PREVENT THE CONTAINERS FROM OVERFILI_LING.
10. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE PICKCUPS ON A MORE FREQUENT
BASIS.
11. SMALLER SOLID WASTE CONTAINERS WILL BE RAISED OFF THE GROUND WITH A PALLET OR AN EQUIVALENT STRUCTURE.
12. THE PROJECT CONSTRUCTION MANAGER SHALL ENSURE THAT SILT FENCE IS INSTALLED ON THE DOWNHILL SLOPE BELOW THE SOLID
WASTE COLLECTION AREA TO CONTAIN LEAKAGE AND/OR SPILLAGE.
13. THE PROJECT CONSTRUCTION MANAGER MUST ENSURE THAT DUMPSTERS AND/OR SOLID WASTE CONTAINERS HAVE SECURE,
WATERTIGHT LIDS SO THEY CAN BE COVERED BEFORE/DURING PERIODS OF RAIN.
14. IF DUMPSTERS AND/OR SOLID WASTE CONTAINERS DO NOT HAVE SECURE, WATERTIGHT LIDS, THEY MUST BE KEPT IN A COVERED AREA.
15. INSPECT SOLID WASTE COLLECTION AREA AND CHECK DUMPSTERS AND/OR SOLID WASTE CONTAINERS FOR LEAKS, SPILLS AND
EXTERNAL CORROSION AND STRUCTURAL FAILURE WEEKLY AND IMMEDIATELY AFTER STORM EVENTS.
16. CLEAN UP LEAKS AND SPILLS IMMEDIATELY.
10 MIL. PLASTIC L
T MIN.
LATH AND FLAGGING
ON 3 SIDES
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SANDBAG (TYP.)
TOP OF BERM
BOTTOM OF BERM
CONCRETE WASHOUT AREA
BELOW -GRADE CONTAINMENT AREA
SILT FENCE
LOCATE ON
DOWNHILL SIDE
OF PORTABLE
TOILET
Ho
STD.
PORTABLE
TOILET
1. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE TOILETS AS REQUIRED
BY FEDERAL, STATE, AND LOCAL REGULATIONS.
2. THE PROJECT CONSTRUCTION MANAGER SHALL PROVIDE A SUFFICIENT NUMBER OF
PORTABLE TOILETS TO SERVE THE MAXIMUM NUMBER OF EMPLOYEES EXPECTED ON
SITE DAILY.
3. POSITION PORTABLE TOILETS SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR
KNOCKED OVER.
4. THE PORTABLE TOILETS WILL BE MAINTAINED AND INSPECTED WEEKLY FOR EVIDENCE
OF LEAKING HOLDING TANKS.
5. TOILETS WITH LEAKING HOLDING TANKS WILL BE REMOVED FROM THE SITE AND
REPLACED WITH NEW PORTABLE TOILETS.
6. CLEAN UP LEAKS AND SPILLS IMMEDIATELY
7. CONTAINMENT TRAYS CAN BE USED AS SECONDARY CONTAINMENT IF PORTABLE TOILET
IS SET ON A LEVEL GRAVEL OR PAVED PAD.
8. SILT FENCE SHOULD BE INSTALLED ON THE DOWNHILL SIDE OF THE PORTABLE TOILET
ON A MINIMUM OF ONE SIDE.
9. IF PORTABLE TOILET IS LOCATED ON SINGLE FAMILY HOME SITE, AND SILT FENCE IS
INSTALLED AROUND THE PERIMETER OF THE PROJECT SITE, THE ADDITIONAL SILT .
FENCE DIRECTLY ADJACENT TO THE TOILET IS NOT NECESSARY.
PORTABLE TOILET CONTAINMENT AREA
NOT TO SCALE
CONCRETE WASHOUT NOTES
1. CONCRETE TRUCKS WILL ONLY WASH OUT, DISCHARGE SURPLUS CONCRETE, OR DRUM
WASH WATER AT APPROVED LOCATIONS IN ACCORDANCE WITH FEDERAL, STATE, AND
LOCAL REGULATIONS. ALL CONCRETE AND CONCRETE WASHOUT SLURRIES FROM THE
CONCRETE MIXER TRUCKS AND CHUTES WILL BE DISCHARGED INTO THE WASHOUT
AREA DR HAULED OFF-SITE FOR DISPOSAL. SMALLER EQUIPMENT SUCH AS
WHEELBARROWS AND HAND TOOLS ALSO WILL BE WASHED DOWN AT THE TEMPORARY
CONCRETE WASHOUT.
2. THE TEMPORARY CONCRETE WASHOUT AREA WILL BE CONSTRUCTED BEFORE ANY
CONCRETE POURS OCCUR AT THE SITE.
3. CONCRETE POURS WILL NOT BE CONDUCTED DURING OR BEFORE AN ANTICIPATED
STORM EVENT.
4. THE TEMPORARY CONCRETE WASHOUT AREA SHALL REMAIN IN PLACE UNTIL IT IS NO
LONGER NEEDED FOR THE CONSTRUCTION PROJECT.
5. TEMPORARY CONCRETE WASHOUT WILL BE CONSTRUCTED WITH A MINIMUM FLAT AREA
OF 8'X8' AT THE BOTTOM OF THE PIT WITH 3:1 OR FLATTER SIDE SLOPES; HOWEVER, THE
PIT SHOULD BE SIZED FOR SUFFICIENT VOLUME AND QUANTITY TO CONTAIN ALL LIQUID
AND CONCRETE WASTE GENERATED BY THE WASHOUT OPERATIONS,
6. THE TEMPORARY CONCRETE WASHOUT SHOULD BE A MINIMUM OF 400' FROM ANY
NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE CONCRETE WASHOUT
WITHIN 1 000'OF ANY WELLS, DRINKING WATER SOURCE. IF SITE CONSTRAINTS MAKE
THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CONCRETE
WASHOUT AREA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (10 MIL. PLASTIC
LINER) OR SURFACE -STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE
WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE AREA SHOULD BE USED.
7. THE WASHOUT AREA WILL BE INSPECTED DAILY AND AFTER HEAVY RAINS TO ENSURE
THAT ALL CONCRETE WASHING IS BEING DISCHARGED INTO THE WASHOUT AREA, THAT
THERE ARE NO LEAKS OR TEARS ARE PRESENT, AND TO IDENTIFY IF THE WASHOUT HAS
REACHED 75% OF ITS HOLDING CAPACITY.
8. DAMAGES TO THE CONTAINER SHOULD BE REPAIRED PROMPTLY.
9. TEMPORARY CONCRETE WASHOUT SHALL BE REPAIRED, CLEANED, OR ENLARGED AS
NECESSARY TO MAINTAIN FOR CONCRETE WASTE.
14. PLASTIC LINING MUST BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT
COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.
15. WHEN THE TEMPORARY CONCRETE WASHOUT IS FILLED TO 75% OF ITS CAPACITY, THE
WASHING WATER SHOULD BE VACUUMED OFF OR ALLOWED TO EVAPORATE TO AVOID
OVERFLOWS.
16. WHEN THE REMAINING CEMENTITIOUS SOLIDS HAVE HARDENED, THEY SHOULD BE
REMOVED AND DISPOSED OF OR RECYCLED. THE CONCRETE WILL BE BROKEN UP,
REMOVED, AND TAKEN TO A LANDFILL FOR DISPOSAL OR RECYCLING CENTER
RECYCLING.
17. BEFORE HEAVY RAINS, THE WASHOUT CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED
OR THE CONTAINER SHOULD BE COVERED TO AVOID AN OVERFLOW DURING THE
RAINSTORM.
18. SIGNS WILL BE POSTED MARKING THE LOCATION OF THE WASHOUT AREA TO ENSURE
THAT CONCRETE EQUIPMENT OPERATORS USE THE PROPER FACILITY.
GOOD HOUSEKEEPING
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING
THE CONSTRUCTION FPROJECT:
1. IDENTIFY ALL HAZARDOUS AND NONHAZARDOUS SUBSTANCES PRESENT AT THE
PROJECT SITE.
2. THE PROJECT CONSTFRUCTION MANAGER MUST COMPILE A LIST OF ALL CHEMICALS
PRESENT AT THE PROJECT SITE AND OBTAIN A MATERIAL SAFETY DATA SHEET (MSDS)
FOR EACH ONE.
3. WHEN POSSIBLE, ALL IPRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH
THE ORIGINAL MANURACTURE'S LABEL.
4. IF IT IS NOT POSSIBLE TO KEEP THE PRODUCTS IN THEIR ORIGINAL CONTAINERS WITH
THE MANUFACTURE'S LABEL, THE NEW CONTAINER MUST BE LABELED WITH THE NAME
OF THE PRODUCT/CHEMICAL, THE UNIT NUMBER (WHEN APPLICABLE), EXPIRATION DATE
(WHEN APPLICABLE), HANDLING INSTRUCTIONS, AND HEALTH OR ENVIRONMENTAL
HAZARDS (WHEN APPLICABLE). IF THIS INFORMATION IS NOT AVAILABLE ON THE
MANUFACTURE'S ORIGINAL LABEL, CONSULT THE MSDS'S FOR THE RELEVANT
INFORMATION.
5. THE PROJECT CONSTFRUCTION MANAGER WILL MAKE SPECIAL NOTE ON THE INVENTORY
OF THE HAZARDOUS CHEMICALS ON THE PROJECT SITE THAT REQUIRE SPECIAL
HANDLING, STORAGE, OR DISPOSAL.
6. MANUFACTURER'S RECOMMENDATIONS FOR PROPER STORAGE, USE, AND DISPOSAL
MUST BE FOLLOWED FOR ALL CHEMICALS AND MATERIALS PRESENT ON THE PROJECT
SITE.
7. ALL MATERIALS STORED ON THE PROJECT SITE WILL BE STORED IN A NEAT, ORDERLY
MANNER IN THEIR APPROPRIATE CONTAINERS.
8, MATERIALS THAT HAVE THE POTENTIAL FOR CONTAMINATING RUNOFF DURING STORM
EVENTS WILL BE STORED IN THEIR APPROPRIATE WATERTIGHT CONTAINERS, STORED
ON A SPILL PALLET UNDER A CANOPY, TARPAULIN, SHRINK WRAPPED OR OTHERWISE
PRECLUDED FROM DIRECT EXPOSURE OF PRECIPITATION.
9. ACCESS TO STORAGE AREAS MUST BE RESTRICTED TO PREVENT VANDALISM.
10. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE
CONTAINER.
11. EMPTY CONTAINERS THAT MAY CONTAIN CHEMICAL RESIDUES SHALL BE DISPOSED OF IN
ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
12. CHEMICAL OR PETROLEUM PRODUCTS WILL NOT BE MIXED WITH ONE ANOTHER UNLESS
RECOMMENDED BY THE MANUFACTURER.
13. THE PROJECT CONSTRUCTION MANAGER WILL INSPECT THE INVENTORY DAILY TO
INSURE PROPER USE AND DISPOSAL OF MATERIALS ON THE PROJECT SITE.
14. THE PROJECT CONSTRUCTION MANAGER WILL ENSURE ADEQUATE SUPPLIES ARE
AVAILABLE AT ALL TIMES TO HANDLE SPILLS, LEAKS, AND DISPOSAL OF USED LIQUIDS.
15. ALL PROJECT PERSONNEL WILL BE INSTRUCTED ON GOOD HOUSEKEEPING PRACTICES.
OF
REVISIONS
JUNE 27, 2016
DATE
MARCH 27, 2014
SCALE
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JUNE 27, 2016
DATE
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