HomeMy Public PortalAboutBATTERY ROW-2012-Dry Utility_Soil Erosion.pdfISF
DRY UTILITY INSTALLATION � � a�se
SOIL EROSION AND SEDIMENT CONTROL PLANS "pft,
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VICINITY MAP
BA I I ERY ROW SL13DIVISION
Ilybe Island, Georgia
FOR
Copper Construction
410 McIntosh Street
Vidalia, Georgia 3 0474
October, 2012
BOSWELL DESIGN SERVICES, INC.
103 NASSAU DRIVE
SAVANNAH, GEORGIA 31410
912-897-6932
LAH B O S@ B E LLSO UTH .NET
DWG. NO.,
DESCRIPTION
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COVER SHEET, SCHEDULE OF DRAWINGS AND VICINITY MAP
C2 (
EXISTING SITE PLAN
C3
SOIL EROSION AND SEDIMENT CONTROL PLAN -PHASE I
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C4 4
SOIL EROSION AND SEDIMENT CONTROL PLAN -PHASE 11
C5 VIII
SOIL EROSION AND SEDIMENT CONTROL PLAN -PHASE 111
C6 I
NOTES AND DETAILS
C7 (
NOTES AND DETAILS
SCHEDULE OF DRAWINGS
EXISTING SUBDIVISION NOTES:
1. THIS PROJECT IS FOR THE INSTALLATION OF DRY UTILITIES
ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES, INCLUDING
STORM DRAINAGE, WATER, SEWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOUSLY AND FINAL STABILIZATION POR
THOSE ITEMS HAS BEEN ESTABLISHED.
3. THESE PLANS ALSO COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH 51TE WILL REMAIN WOODED UNTIL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
LMLITIES PROTECTION CENTER
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LEGEND
NEW EXISTING DESCRIPTION
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BUILDING
RESURFACE ASPHALT PAVEMENT
ASPHALT PAVEMENT TYPE I
ASPHALT PAVEMENT TYPE I I
CONCRETE PAVEMENT
CONCRETE SIDEWALK
STORM DRAIN LINE
SANITARY SEWER LINE
WATER LINE
SANITARY SEWER MANHOLE
GAS VALVE
WATER VALVE
WATER METER
FIRE HYDRANT
SIGN
FLARED END SECTION
SPOT ELEVATION
CONTOUR
INVERT ELEVATION
CHAIN LINK FENCE
DITCH INVERT
.. 9 .
IRON PIN FOUND
TW
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TOP
OF
WALK
TP
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TOP
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GRADE
Ts
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TOP
OF
STONE
TG
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TOP
OF
GUTTER
TC
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TOP
OF
CURB
EXISTING SITE PLAN
TRAFFIC AND RIGHT-OF-WAY NOTES:
1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE
CITY OF TYBEE ISLAND, GEORGIA PERSONNEL.
2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE
CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK.
3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO PERFORMING ANY WORK
WITHIN THE CITY OF TYBEE ISLAND RIGHT-OF-WAY.
4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED
INTO THE STORMWATER SYSTEM.
NOTES:
1. CONTRACTOR IS TO COORDINATE ALL GAS,
LIGHTING, ELECTRICAL, PHONE, CABLE AND
ANY OTHER REQUIRED UTILITIES WITH THE
APPROPRIATE UTILITY AGENCIES.
2. CONTRACTOR 15 RESPONSIBLE FOR LOCATING
ALL:EX15T1NG UTILITIES PRIOR TO COMMENCING
OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING
CONFLICT WITH SAME. ANY DAMAGE TO EXISTING
UTILITIES SHALL BE REPAIRED AT THE EXPENSE
OF THE CONTRACTOR.
3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION
WORK WITH THE OWNER. ALL ITEMS NOT TO BE
RELOCATED OR GIVEN TO THE OWNER WILL BECOME
THE PROPERTY OF THE CONTRACTOR.
4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED
CONSTRUCTION.
X TREES TO BE REMOVED
GEORGIA D.O.T. NOTES:
1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T.
RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED
THROUGH THE GEORGIA D.O.T.
SPECIAL F.F. NOTES ;
Project Information:
P.I.N.: SEE PLANS
ADDRESS : BATTERY DRIVE
ZONING : R-2
SITE SIZE : 8.71 Acres
ESTIMATED DISTURBED AREA: 5.0 Acres
OWNER: Andy Page
Copper Construction
OWNER ADDRESS : 410 McIntosh Street
vidalia, Georgia 30474
PHONE : 1-912-537-6420
EXISTING SUBDIVISION NOTES
I . THIS PROJECT IS FOR THE INSTALLATION OF DRY UTILITIES
ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES, INCLUDING
STORM DRAINAGE, WATER, SEWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOUSLY AND FINAL STABILIZATION FOR
THOSE ITEMS HAS BEEN ESTABLISHED.
3. THESE PLANS ALSO COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH SITE WILL REMAIN WOODED UNTIL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
SPECIAL AE AND VE ZONE NOTES :
1. BUILDINGS IN "AE" ZONES ARE TO HAVE THE FINISHED FLOOR SET A
MINIMUM OF P ABOVE FLOOD.
2. BUILDINGS IN WE" ZONES ARE TO HAVE THE LOWEST HORIZONTAL
STRUCTURAL MEMBER SET A MINIMUM OF P ABOVE FLOOD.
3. BUILDINGS IN AE AND VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING,
HVAC, DUCTWORK AND OTHER EQUIPMENT TO BE A MINIMUM OF I - ABOVE
FLOOD.
4. FLOOD VENTS ARE REQUIRED IN "AE" ZONES AND ARE TO HAVE I SQUARE
INCH / SQUARE FOOT OF FLOOR PLAN AREA WITH A MINIMUM ROUND
OPENING OF 3", A MINIMUM OF 2 OPENINGS WITH ALL OPENINGS EVENLY
SPACED AROUND PERIMETER. BOTTOM OF OPENING SHALL BE 12" OR LESS
ABOVE ADJACENT GRADE,
5. BREAK AWAY WALLS ARE REQUIRED IN "VE" ZONES.
G. COORDINATE SITE WORK AND FINISHED FLOOR ELEVATIONS WITH
ARCHITECTURAL PLANS TO MAKE SURE BUILDING ELEVATIONS ARE SET AS PER
CODE.
1. CONTRACTOR TO VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUCTION
ACTIVITIES AND COORDINATE WITH GOVERNING AGENCY REQUIREMENTS.
2. CONTRACTOR TO COORDINATE FINISH FLOOR ELEVATIONS WITH
STRUCTURAL, ARCHITECTURAL AND M.E.P. PLANS.
SPECIAL CONSTRUCTION NOTE:
Survey Information :
Survey : Reynolds Surveying
Date of Survey : September, 2012
Datum : NAVD 1988
ORIGINAL PLAN NOTE:
BASE MAP PLANS FOR THIS PROJECT ARE SCANED
AND USED AS BACKGROUND FROM THE ORIGINAL
APPROVED PLANS FROM W. HUNTER SAUSSY JR.
DATED 5-15-200G.
STREAM BUFFER ENCROACHMENT NOTES :
1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT
STREAM BUFFER.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.
IF THE CONTRACTOR KNOWS OR CAN REA50NABALY BE EXPECTED TO HAVE KNOWN OF AN ERROR,
DISCREPANCY OR CONFLICT IN THE PLANS, 5PECIFICATION5 OR CONSTRUCTION STAKING AND FAILS TO
REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR SCALE: i" = 60'
ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE -CONSTRUCTED BECAUSE OF t I
SAID ERROR, D15CREPANCY OR CONFLICT. I
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Ds 1 -..---- --- � Exf�G DITCH �---- +---- Du.-----..-----••-----� _.=--- �- ---.�----- �--�'' -.----•----- --- - CONSTRUCTION T'G DITCH
_- LIMITS OF
DS 1 PUMP STATIOI\ SD 1-C
DS2 ( LIMITS OF
D2ROWS
CONSTRUCTION i LIMITS OF SD "C
I 2 ROWS
MINIMUM SWALE SLOPE
TO BE 0.3 X
EXISTING - FINISHED
GRADE GRADE
VARIES I. ---•.c VARIES
4 4
�n
- ELEVATIONS SHOtAM
ON PLANS
SWALE DETAIL
1110t to some
Dust Controlon
Disturbed
DEFINITION
Controlling surface and air movem(, nt of dust on
construction sites, roads, and demolition sites.
PURPOSE
- To prevent surface and air movement of dust from
exposed soil surfaces.
- To reduce the presence of airborne substances
which may be harmful or injurious to human health,
welfare, or safety, or to animals or plant life.
CONDITIONS
This practice is applicable to areas subject to stir -
face and air movement of dust where on and off-site
damage rnaV occur without treatment.
REQUIRED SEDIMENT STORAGE CALCULATIONS
SEDIMENT STORAGE WILL BE ACHIEVED BEHIND SILT FENCING.
REQUIRED SEDIMENT STORAGE:
G7 C.Y. x 5.0 ACRES = 335 C.Y. REQUIRED
ACRE
51LT STORAGE:
BEHIND FENCES = 3,500 LP x 3 CF/LF = 10,500 CF = 388 CY
TOTAL SEDIMENT STORAGE = 388 CY
388 CY (5up1211ed) > 335 CY (required)
CONSTRUCTION
SOIL EROSION AND SEDIMENT CONTROL, PLAN - PHASE I
i"=GO,
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DU EXT'G DITCH'S �; i EXT'G DITCH R_
Ds 1 -..---- --- � Exf�G DITCH �---- +---- Du.-----..-----••-----� _.=--- �- ---.�----- �--�'' -.----•----- --- - CONSTRUCTION T'G DITCH
_- LIMITS OF
DS 1 PUMP STATIOI\ SD 1-C
DS2 ( LIMITS OF
D2ROWS
CONSTRUCTION i LIMITS OF SD "C
I 2 ROWS
MINIMUM SWALE SLOPE
TO BE 0.3 X
EXISTING - FINISHED
GRADE GRADE
VARIES I. ---•.c VARIES
4 4
�n
- ELEVATIONS SHOtAM
ON PLANS
SWALE DETAIL
1110t to some
Dust Controlon
Disturbed
DEFINITION
Controlling surface and air movem(, nt of dust on
construction sites, roads, and demolition sites.
PURPOSE
- To prevent surface and air movement of dust from
exposed soil surfaces.
- To reduce the presence of airborne substances
which may be harmful or injurious to human health,
welfare, or safety, or to animals or plant life.
CONDITIONS
This practice is applicable to areas subject to stir -
face and air movement of dust where on and off-site
damage rnaV occur without treatment.
REQUIRED SEDIMENT STORAGE CALCULATIONS
SEDIMENT STORAGE WILL BE ACHIEVED BEHIND SILT FENCING.
REQUIRED SEDIMENT STORAGE:
G7 C.Y. x 5.0 ACRES = 335 C.Y. REQUIRED
ACRE
51LT STORAGE:
BEHIND FENCES = 3,500 LP x 3 CF/LF = 10,500 CF = 388 CY
TOTAL SEDIMENT STORAGE = 388 CY
388 CY (5up1211ed) > 335 CY (required)
CONSTRUCTION
SOIL EROSION AND SEDIMENT CONTROL, PLAN - PHASE I
i"=GO,
2 W
EXISTING P/L -s
iTING P/L ► - - -�
I
oa,',',MNcR/w . � oe'
D" \_0
SOIL EROSION LEGEND
TEMPORARY SEDIMENT BARRIER
INDIVIDUAL LOT SOIL EROSION CONTROL PLAN AND
INDIVIDUAL LOT DRAINAGE PLAN
NOT TO SCALE
Erosion and Sediment Control Phasing
Initial Phase (Phase 1)
1. Thi5 phase Shall include Silt fencing and construction exits and 5edlment and
detention ponds to be m5talled prior to any land d15turbing activltie5 to prevent
5edlment from leaving the Site.
Intermediate Phase (Pha5e 11)
I . Thi5 phase Shall include construction of any outlet Structures, retrofits, check
dams, mlet5 protection and temporary gra55mg.
Final Pha5e (Pha5e 111)
1. Thi5 phase Shall include outfall protection, any revl5ed inlet protection and any
other permanent deViCe5.
GEOTDMLE
CHANNEL STABILIZATION
VEGATATION
ROCK RIP -RAF
���//��CO�NpC�REE�T�E�p
LEVEL SPREADER
DUST CONTROL
EXISTING :SUBDIVISION NOTES
1. THI5 PROJECT 15 FOR THE INSTALLATION OF DRY UTILITIES
ONLY.
2. ALL OTHER UTILITIE5 EXCEPT FOR DRY UTILITIE5, INCLUDING
STORM DRAINAGE, WATER, 5EWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOU5LY AND FINAL 5TADILIZATION FOR
TH05E ITEMS HAS BEEN E5TABLI5HED.
3. THE5E PLAN5 AL50 COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH 51TE WILL REMAIN WOODED UNTIL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE 50LD AND
CLEARED FOR CON5TRUCTION.
LEVEL 11
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-14
IAy
SPECIAL, DETENTION MOTE
DETENTION FOR THIS PROJECT 15 NOT REQUIRED
DUE TO A DIRECT D15CHARGE CONDITION
1. 1 CERTIFY THAT THE ER05ION AND SEDIMENT CONTROL DESIGNER HAS V151TED THE SITE PRIOR
TO THE DE51GN OF THE E45C PLANS.
2. W CERTIFY THAT THE PERMITTEE'5 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR
AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BYTHE
GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
GEORGIA; (MANUAL) PUBU5HED BY THE STATE 501L AND WATER CONSERVATION COMMISSION AS OF
JANUARY I OF THE YEAR IN WHICH THE LAND-DI5TURBING ACTIVITY WA5 PERMITTED, PROVIDES FOR THE
5AMPUNG OF THE RECEIVING WATER(5) OR THE SAMPLING OF THE STORM WATER OUTFALL5 AND THAT THE
DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE
GENERAL NPDE5 PERMIT NO. GAR 100003."
CERTIFIED BY: Mark A. Boswell
Level If Certdicatw No. 2104
1.'ICVaWUNOERTHE?&,ALTYOrLAWTHATTN5DOGUAlNfAND ALL ATTACMM MWryMVAM
LR1019tW 0tllE WM OK $LrMVNJ M IN AOCCIL *4= MTtt A'SYSTDr1.MOM TO ASWM TfMT
tiUAURQJ MOONNd M110FIXY 4ATheK AND WAWATCTt! 11NCp Mt10N WOMMID 50dW UFCN W
"COW Or THE rERilON OR rlT=W WHO AAANW TIE V W OK MM PR90NS OMWCTLY Kt"* 11L
roRGATIHtlNfiTHE ONVIOMTMON,TIC WO1gf9M*)Off=0.TOTIC 00STOrWOXNA 110 AND
Wff. TRUE. ACCILSMAND COMPLETE.
2.1 AAA AWARE TMAT TdW ARE 5 MHOANT MAIM S YOK WEMBTlN2 PALM NR'OIRAAAT", MU01114
THET MKITYOrMIC AND iAMT+1'ONMENTFOKP40WM Y101A1VIM
CERTM OD IIT r
OWNER
SPECIAL SOIL EROSION PREVENTION NOTES:
BUILDING RESSTRICTIONS
ALL RESIDENTIAL STRUCTURES PLANNED FOR THI5
SUBDIVISION ARE LIMITED TO A MAXIMUM SIZE
FOOTPRINT OF 5,000 SF.
CW FACTORS
PRE -DEVELOPED = 87
POST DEVELOPED = 88
ORIGINAL PLAN NOTE:
BASE MAP PLANS FOR THIS PROJECT ARE SCANED
AND USED AS BACKGROUND FROM THE ORIGINAL
APPROVED PLANS FROM W. HUNTER 5AU55Y JR.
DATED 5-15-200G.
I . The state of Georgia requires that the Initial 5o11 erosion prevention
mea5ure5 Shall be Inspected by the de5lgner within 7 days after installation.
2. It 15 the responsibility of the contractor to notify the 5o11 ero5lon
prevention plan de5lgner within 7 days after the initial 5oll ero5lon mea5ure5 are in place for inspection.
3. Soil ero5lon prevention plans Shall be kept current and on 51te or readily acce551b1e at all times during
the duration of the project until after final 5tabllizatlon has occurred.
4. Primary permittee must provide a copy of the Soil ero5lon prevention plans to each Secondary
permittee.
5. Contractor 15 to keep a record of his m5pection5 of the 5011 erosion control mea5ure5 to include at
least the following:
a, date and scope of the inspection
b. name of person performing inspection
c. mayor ob5ervation5 (including noncompliance incidents)
Inspection reports are to be kept current and on Site or readily acce55ible at all times during the
duration of the project until after final Stabilization has occurred.
G. Sampling of the outfall 15 the re5pon5ibility of the primary permittee and Sampling reauirement5 are to
be a5 per the NPDES general permit.
7. Silt fencing 15 to remain in place until final 5tab111azatlon.
8. Waste materlal5 shall not be dl5charged to State waters except a5
authorized by a Section 404 permit.
9. These ES t PC plans are in compliance with waste 65p05al, Sanitary
Sewer and Septic tank regulations.
10. Great care Shall be, taken to prevent oil 5p1115 and leaks. In the event
that a Spill Shall occur, Stop the 5plll Source immediately and implement
BMP'5 and clean-up for the Spill.
STREAM BUFFER ENCROACHMENT NOTES:
1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT
STREAM BUFFER.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.
BMP REMOVAL NOTE:
I . RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN
SCALE: I" = GO'
PLACE UNTIL FINAL STABILIZATION
HAS OCCURED. �-
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9Rf)7ECTIOr•,, n
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UTILITIES PROTECTIOIN CENTER
1-800-282-741,
a.
F,ORO/
T
� PIo• 2,T372 � h.
8c - IS -1 2
- x
DRAWING NUMBER
x
C-3
F.
y
120'150' 3 OF 7 SHEETS
TEMPORARY HAY SALES
CONSTRUCTION ExiT
t
MULCHING
DISTURBED AREA STABILIZATION
EXISTING P/L
WITH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
WITH PERMANENT SEEDING
DISTURBED AREA STABILIZATION
WRH SODDING
011
Os2
DAM
0@3CHECK
i
STORM DRAINAGE OUTLET PROTECTION
INDIVIDUAL LOT SOIL EROSION CONTROL PLAN AND
INDIVIDUAL LOT DRAINAGE PLAN
NOT TO SCALE
Erosion and Sediment Control Phasing
Initial Phase (Phase 1)
1. Thi5 phase Shall include Silt fencing and construction exits and 5edlment and
detention ponds to be m5talled prior to any land d15turbing activltie5 to prevent
5edlment from leaving the Site.
Intermediate Phase (Pha5e 11)
I . Thi5 phase Shall include construction of any outlet Structures, retrofits, check
dams, mlet5 protection and temporary gra55mg.
Final Pha5e (Pha5e 111)
1. Thi5 phase Shall include outfall protection, any revl5ed inlet protection and any
other permanent deViCe5.
GEOTDMLE
CHANNEL STABILIZATION
VEGATATION
ROCK RIP -RAF
���//��CO�NpC�REE�T�E�p
LEVEL SPREADER
DUST CONTROL
EXISTING :SUBDIVISION NOTES
1. THI5 PROJECT 15 FOR THE INSTALLATION OF DRY UTILITIES
ONLY.
2. ALL OTHER UTILITIE5 EXCEPT FOR DRY UTILITIE5, INCLUDING
STORM DRAINAGE, WATER, 5EWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOU5LY AND FINAL 5TADILIZATION FOR
TH05E ITEMS HAS BEEN E5TABLI5HED.
3. THE5E PLAN5 AL50 COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH 51TE WILL REMAIN WOODED UNTIL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE 50LD AND
CLEARED FOR CON5TRUCTION.
LEVEL 11
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-14
IAy
SPECIAL, DETENTION MOTE
DETENTION FOR THIS PROJECT 15 NOT REQUIRED
DUE TO A DIRECT D15CHARGE CONDITION
1. 1 CERTIFY THAT THE ER05ION AND SEDIMENT CONTROL DESIGNER HAS V151TED THE SITE PRIOR
TO THE DE51GN OF THE E45C PLANS.
2. W CERTIFY THAT THE PERMITTEE'5 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR
AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BYTHE
GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
GEORGIA; (MANUAL) PUBU5HED BY THE STATE 501L AND WATER CONSERVATION COMMISSION AS OF
JANUARY I OF THE YEAR IN WHICH THE LAND-DI5TURBING ACTIVITY WA5 PERMITTED, PROVIDES FOR THE
5AMPUNG OF THE RECEIVING WATER(5) OR THE SAMPLING OF THE STORM WATER OUTFALL5 AND THAT THE
DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE
GENERAL NPDE5 PERMIT NO. GAR 100003."
CERTIFIED BY: Mark A. Boswell
Level If Certdicatw No. 2104
1.'ICVaWUNOERTHE?&,ALTYOrLAWTHATTN5DOGUAlNfAND ALL ATTACMM MWryMVAM
LR1019tW 0tllE WM OK $LrMVNJ M IN AOCCIL *4= MTtt A'SYSTDr1.MOM TO ASWM TfMT
tiUAURQJ MOONNd M110FIXY 4ATheK AND WAWATCTt! 11NCp Mt10N WOMMID 50dW UFCN W
"COW Or THE rERilON OR rlT=W WHO AAANW TIE V W OK MM PR90NS OMWCTLY Kt"* 11L
roRGATIHtlNfiTHE ONVIOMTMON,TIC WO1gf9M*)Off=0.TOTIC 00STOrWOXNA 110 AND
Wff. TRUE. ACCILSMAND COMPLETE.
2.1 AAA AWARE TMAT TdW ARE 5 MHOANT MAIM S YOK WEMBTlN2 PALM NR'OIRAAAT", MU01114
THET MKITYOrMIC AND iAMT+1'ONMENTFOKP40WM Y101A1VIM
CERTM OD IIT r
OWNER
SPECIAL SOIL EROSION PREVENTION NOTES:
BUILDING RESSTRICTIONS
ALL RESIDENTIAL STRUCTURES PLANNED FOR THI5
SUBDIVISION ARE LIMITED TO A MAXIMUM SIZE
FOOTPRINT OF 5,000 SF.
CW FACTORS
PRE -DEVELOPED = 87
POST DEVELOPED = 88
ORIGINAL PLAN NOTE:
BASE MAP PLANS FOR THIS PROJECT ARE SCANED
AND USED AS BACKGROUND FROM THE ORIGINAL
APPROVED PLANS FROM W. HUNTER 5AU55Y JR.
DATED 5-15-200G.
I . The state of Georgia requires that the Initial 5o11 erosion prevention
mea5ure5 Shall be Inspected by the de5lgner within 7 days after installation.
2. It 15 the responsibility of the contractor to notify the 5o11 ero5lon
prevention plan de5lgner within 7 days after the initial 5oll ero5lon mea5ure5 are in place for inspection.
3. Soil ero5lon prevention plans Shall be kept current and on 51te or readily acce551b1e at all times during
the duration of the project until after final 5tabllizatlon has occurred.
4. Primary permittee must provide a copy of the Soil ero5lon prevention plans to each Secondary
permittee.
5. Contractor 15 to keep a record of his m5pection5 of the 5011 erosion control mea5ure5 to include at
least the following:
a, date and scope of the inspection
b. name of person performing inspection
c. mayor ob5ervation5 (including noncompliance incidents)
Inspection reports are to be kept current and on Site or readily acce55ible at all times during the
duration of the project until after final Stabilization has occurred.
G. Sampling of the outfall 15 the re5pon5ibility of the primary permittee and Sampling reauirement5 are to
be a5 per the NPDES general permit.
7. Silt fencing 15 to remain in place until final 5tab111azatlon.
8. Waste materlal5 shall not be dl5charged to State waters except a5
authorized by a Section 404 permit.
9. These ES t PC plans are in compliance with waste 65p05al, Sanitary
Sewer and Septic tank regulations.
10. Great care Shall be, taken to prevent oil 5p1115 and leaks. In the event
that a Spill Shall occur, Stop the 5plll Source immediately and implement
BMP'5 and clean-up for the Spill.
STREAM BUFFER ENCROACHMENT NOTES:
1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT
STREAM BUFFER.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.
BMP REMOVAL NOTE:
I . RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN
SCALE: I" = GO'
PLACE UNTIL FINAL STABILIZATION
HAS OCCURED. �-
0 GO'
o
I a
W i
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PRIOR TO DIGG' lru
9Rf)7ECTIOr•,, n
i
cg e�Fo�Y000
UTILITIES PROTECTIOIN CENTER
1-800-282-741,
a.
F,ORO/
T
� PIo• 2,T372 � h.
8c - IS -1 2
- x
DRAWING NUMBER
x
C-3
F.
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120'150' 3 OF 7 SHEETS
OPG1�35 �
R
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WATERS OF THE
STATE OF GEORGIA—i
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EXT'G DITCH
LIMITS OF
CONSTRUCTION
WATER
MONITORING
POINT No. 1
1. 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS V151TED THE SITE PRIOR
TO THE DESIGN OF THE E$5C PLANS.
2. 1 CERTIFY THAT THE PERMITTEE'5 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR
AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE
GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
GEORGIA; (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF
JANUARY I OF THE YEAR IN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE
SAMPLING OF THE RECEIVING WATER(5) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE
OE51GNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE
GENERAL NPDE5 PERMIT NO. GAR 100003."
CERTIFIED BY: Mark A. Boswell
Level 11 Certi icatton No. 2104
1. It cmw Um)M TW raiAVY Or LAW TMT TUNS 00CL*A5ff AM AMATTACH MM WM "VAM
Lwin MY OtIetSCT oo4 OIt sumx IS m pl ACCOMWIM W" A &iW M DCNG WTO AS SURZ TtMT
oumr APUMO MrfOt-MYGAT"MANDWAtt1ATZTMWOMAMNSUMV=6A'WUPONW
imWKy or ne 1 MAI OR M"000 M?IO MANAW rC "RM ORT"OW rte M ONLY
rmR GAnoM'ne 0M MMT". TM INMOWTgN'JUOMT M 15. M PC MT Or TAY MM MO 40
wnT. Mir, ACCu;tAM A!0 OOMMM
2.1 AM A"M Tt*T'MM ARr 50aW AW MALM rOR'.XEMITTW- PAM WORA MM, MICLL"4
Tye roeelatmr or mw AND mvn5oww roR 1940"4 VIOtATOM
OWNER
REQUIRED SEDIMENT STORAGE CALCULATIONS
SEDIMENT STORAGE WILL BE ACHIEVED BEHIND SILT FENCING.
REQUIRED SEDIMENT STORAGE:
67 C.Y. x 5.0 ACRES = 335 C.Y. REQUIRED
ACRE
51LT 5TORAGE:
BEHIND FENCES = 3,500 LF x 3 CP/LP = 10,500 CF = 388 CY
TOTAL SEDIMENT STORAGE = 388 CY
388 CY (supplied) > 335 CY (required)
i
SD t
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WATERS OF THE
STATE OF GEORGIA
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WATERS OF THE
i STATE OF GEORGIA
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SD 1-C 2 Rows
LIMITS OF
CONSTRUCTION
2ROW8 SPECIAL DETENTION NOTE
DETENTION FOR THIS PROJECT IS NOT REQUIRED
DUE TO A DIRECT DISCHARGE CONDITION
SOIL EROSION AND SEDIMENT CONTROL. PLAN PHASE 2
G0'
t -c
EXISTING P/L --•.�c
0— low
EXISTING P/L
D(I'�TING R � f
EXISTING P/L
INDIVIDUAL LOT SOIL EROSION CONTROL PLAIN
NOT TO SCALE
Ero5lon and Sediment Control Pha5ln6l
Initial Phase (Pha5e 1)
I . Thi5 phase Shall Include Slit fencing and construction exlt5 and 5edlment and
detention ponds to be m5talled prior to any land dl5turbing activities to prevent
5edlment from leaving the 51te.
Intermediate Pha5e (Phase II)
I . Thi5 phase Shall Include construction of any outlet 5tructure5, retrofits, check
dams, inlets protection and temporary gra551ncj.
Final Pha5e (Pha5e III)
I . Thi5 phase Shall include outfall protection, any revised inlet protection and any
other permanent devices.
EXISTING SUBDIVISION NOTES
I. TH15 PROJECT IS FOR THE INSTALLATION OF DRY UTILITIES
ONLY,
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES, INCLUDING
STORM DRAINAGE, WATER, 5EWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOUSLY AND FINAL 5TABILIZATION FOR
THOSE ITEM5 HA5 BEEN ESTABLISHED.
3. THE5E PLANS AL50 COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH SITE WILL REMAIN WOODED UNTIL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
SOIL EROSION LEGEND
TEMPORARY SEDIMENT BARRIER
TEMPORARY HAY BALM
Sd 1—Hb
CONSTRUCTION EXITIS
MULCHING
DISTURBED AREA STABIMMON
Dat
WITH TEMPORARY SEEDING
DISTURBED AREA STABIUZATION
Dai
WITH PERMANENT SEEDING
DISTURBED AREA srAMUZAT11ON
Oa4
WITH SODDING
CHECK DAM
d—S
STORM DRAINAGE OUTLET PROTECTION
St
INLET SEDIMENT TRAP
$d2
SEDIMENT TRAP
Sd3
GEOTDMLE
CHANNEL STABILIZATION
VEGATATM
ROCK RIP -RAP
Ch
CONCRETE
LEVEL SPREADER
CD
RETROFIT
DUST CONTROL
Du
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-14
BUILDING RESSTRICTIONS
ALL RESIDENTIAL STRUCTURES PLANNED POR THIS
SUBDIVISION ARE LIMITED TO A MAXIMUM SIZE
FOOTPRINT Of 5,000 SF.
C W FACTORS
PRE -DEVELOPED = 87
POST DEVELOPED = 88
ORIGINAL. PLAN NOTE:
BASE MAP PLANS FOR THIS PROJECT ARE SCANED
AND USED AS BACKGROUND FROM THE ORIGINAL
APPROVED PLANS FROM W. HUNTER SAUSSY JR.
DATED 5-15-2006.
SPECIAL SOIL EROSION PREVENTION NOTES:
I . The State of Georgia recqulre5 that the Initial 5011 er051on prevention
mea5ure5 Shall be Inspected by the d651cjner within 7 days after Installation.
2. It 15 the re5pon51bi1ty of the contractor to notify the 5011 ero5lon
prevention plan de51gner within 7 days after the initial 5o11 er051on mea5ure5 are In place for in5pectlon.
3. Soil er05lon prevention plans shall be kept current and on 51te or readily acce551121e at all tlme5 during
the duration of the project until after final Stabilization has occurred.
4. Primary permittee must provide a copy of the 5011 ero5lon prevention plans to each Secondary
permittee.
5. Contractor 15 to keep a record of his in5pection5 of the 5oll er051on control mea5ure5 to Include at
least the following:
a. date and Scope of the inspection
b. name of person performing Inspection
C. mayor ob5ervatlon5 (Including noncompliance Incidents)
In5pectlon reports are to be kept current and on 51te or readily acce55lble at all times during the
duration of the project until after final Stabilization has occurred.
G. Sampling of the outfall 15 the re5pon51blllty of the primary permittee and Sampling reclulrement5 are to
be, a5 per the NPDE5 general permit.
7. Silt fencing 15 to remain In place until final 5tablliazatlon.
8. Waste materials Shall not be, dl5charged to State waters except a5
authorized by a Section 404 permit.
9. These ES * PC plans are in compliance with waste d15po5al, Sanitary
Sewer and Septic tank regulations.
10. Great care Shall be, taken to prevent oil 5pill5 and leaks. In the event
that a 5p111 Shall occur, stop the Spill Source immediately and Implement
BMP'5 and clean-up for the 5pll.
STREAM BUFFER ENCROACHMENT NOTES:
1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT
STREAM BUFFER.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.
BMP REMOVAL NOTE:
I. RETROFITS, PERIMETER 51LT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN
PLACE UNTIL FINAL STABILIZATION SCALE: I" = Go'
HAS OCCURED.
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CONT ICT A MINIMUM OF 72 :7_J?S
PRIOR TO CIr,rI G
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UTILITIES PROTECTID CEI,:T
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WATERS OF THE
STATE OF GEORGIA
F �n
WATERS OF THE—WATERS OF THE Gw19
STATE OF GEORGIA
STATE OF GEORGIA
LIMITS OF
CONSTRUCTION
WATER
MONITORIN
POINT NO. 1
1. 1 CERTIFY THAT THE EP05ION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE 51TE PRIOR
TO THE DESIGN OF THE Ed5C PLANS.
2. "I CERTIFY THAT THE PERMITTEE5 EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVfDE5 FOR
AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BYTHE
GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
GEORGIA; (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER 001,15EPWATION COMMISSION AS OF
JANUARY I OF THE YEAR IN WHICH THE LAND-D15TURDING ACTIVITY WAS PERMITTED, PROVIDES FOR THE
SAMPLING OF THE RECEIVING WATER(5) OR THE SAMPLING OF THE STORM WATER OUTFALL5 AND THAT THE
DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS THE DESIGN REQUIREMENTS CONTAINED IN THE
GENERAL NPDE5 PERMIT NO. GAR 100003."
CERTIFIED BY: Mark A. Boswell TA
Level a Certification No. 2104
1. It CMM UNDO! THE MALTY Or UUYTKOkT TK5 DOCUWW AND ALLATTACHM15"INM PKITAW
Lmm MY MMCWN OK 8Url7tV19M IN ACODWAHa WRM A'Jt'3W DMIGNED TO A3% tt.TMT
QUAURM PMONNM rr4DF .Y GATtMM AND tVALI ATt M tNtOOWTION &OW"M MSD UK* W
•NCiIHRY Or THC FMON OR POV00 9 W1i0 MANAGE TM "TIM OK PM PR"O t)M1W At"51=
roR GATHMWo TME INPOOADON, Tnt wila"im "ma= m To T•ie m5T Or W MaMtiDW AND
O$Itr. Mr, ACCMTt MW COMPLIM
2.1 AM AWARE THAT MiM ARE 54tttflCMT rt"LM rOR WMWIING PALM WORM&T", WC IV"
TMC P006MU TY Or nNt AND PAM00NMW IOR 14400ANG VIOIATIPDOM
- --� OWNER
REQUIRED SEDIMENT STORAGE CALCULATIONS
SEDIMENT STORAGE WILL BE ACHIEVED BEHIND SILT FENCING.
REQUIRED SEDIMENT STORAGE:
G7 G.Y. x 5.0 ACRES = 335 G.Y. REQUIRED
ACRE
SILT STORAGE:
BEHIND FENCES = 3,500 LF x 3 CF/LF = 10,500 CF = 388 CY
TOTAL SEDIMENT STORAGE = 388 CY
388 CY (supplied) > 335 CY (required)
1 4-0024-02-020 D2 -P ,�y4 _ 64-0024-02-022
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.SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE S
-..o
IXI9TING R /W
INDIVIDUAL LOT SOIL EROSION CONTROL PLAIN
NOT TO SCALE
Erosion and Sediment Control Phasing
Initial Phase (Phase 1)
1. This phase shall Include Silt fencing and construction exits and sediment and
detention ponds to be installed prior to any land disturbing activities to prevent
sediment from leaving the site.
Intermediate Phase (Phase 11)
I . This phase shall include construction of any outlet structures, retrofits, check
dams, inlets protection and temporary grassing.
Final Phase (Phase 111)
I . This phase shall include outfall protection, any revised inlet protection and any
other permanent devices.
EXISTING SUBDIVISION NOTES
1. TH15 PROJECT IS FOR THE INSTALLATION OF DRY UTILITIES
ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES, INCLUDING
STORM DRAINAGE, WATER, SEWER AND PAVING, ETC. HAVE
BEEN INSTALLED PREVIOUSLY AND FINAL STABILIZATION FOR
THOSE ITEMS HAS BEEN ESTABLISHED.
3. THESE PLANS AL50 COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH SITE WILL REMAIN WOODED UNTIL
5UCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION,
SOIL EROSION LEGEND
TEMPORARY SEDIMENT BARRIER
TEMPORARY HAY BALES
CONSTRUCTION EXIT
MULCHING
DISTURBED AREA STABILIZATION
MATH TEMPORARY SEEDING
DISTURBED AREA STABILIZATION
WITH PERMANENT SEEDING
DISTURBED AREA STABILIZATION
WITH SODDING
CHECK DAM
STORM DRAINAGE OUTLET PROTECTION
31 V 2
GEOTE)MLE
CHANNEL STABILIZATION
VEGATATION
ROCK RIP -RAP
CONCRETE
0i;4
--� rr7
i, 2l
III,
h$ -I h�
LEVEL 11
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11-5-14
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DETENTION FOR TH15 PROJECT IS NOT REQUIRED O
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CONTACT A MINIMUM OF 72 RDURS1
PRIOR TO DI'_�GiidG
`LS PROTECtlCr,.
- �rGRE I .n
UTI(-ITIES PROIECTIDI CEP.I;:R
1-800-282-741:
�pRG1
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Na 18372
PRIYESSiO K
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DRAWING NUMBER
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120' 150' 5 OF 7 SHEETS
BUILDING RESSTRICTIONS
ALL RESIDENTIAL STRUCTURES PLANNED FOR THIS
SUBDIVISION ARE LIMITED TO A MAXIMUM SIZE
FOOTPRINT OF 5,000 SF.
CW FACTORS
PRE -DEVELOPED = 87
POST DEVELOPED = 88
ORIGINAL PLAN NOTE:
BASE MAP PLANS FOR THIS PROJECT ARE SCANED
AND USED AS BACKGROUND FROM THE ORIGINAL
APPROVED PLANS FROM W. HUNTER SAUSSY JR.
DATED 5-15-2006.
SPECIAL SOIL EROSION PREVENTION NOTES:
I . The state of Georgia requires that the initial soil erosion prevention
measures shall be inspected by the designer within 7 days after installation.
2. It (s the responsibility of the contractor to notify the soil erosion
prevention plan designer within 7 days after the Initial soil erosion measures are in place for inspection.
3. Soil erosion prevention plans shall be kept current and on site or readily accessible at all times duri
the duration of the project until after final stabilization has occurred.
4. Primary permittee must provide a copy of the soil erosion prevention plans to each secondary
permittee.
5. Contractor Is to keep a record of his Inspections of the 5011 erosion control measures to include at
least the following:
a. date and scope of the inspection
b. name of person performing Inspection
c. mayor observations (Including noncompliance Incidents)
Inspection reports are to be kept current and on site or readily accessible at all times during the
duration of the project until after final stabilization has occurred.
G. Sampling of the outfall is the responsibility of the primary permittee and sampling requirements are t
be as per the NPDES general permit.
7. Silt fencing (s to remain In place until final stab(liazation.
8. Waste materials shall not be discharged to state waters except as
authorized by a section 404 permit.
9. These ES t PC plans are in compliance with Waste disposal, sanitary
sewer and septic tank regulations.
10. Great care shall be taken to prevent oil spills and leaks. In the event
that a spill shall occur, stop the spill source Immediately and Implement
BMP's and clean-up for the spill.
STREAM BUFFER ENCROACHMENT NOTES:
1. NEW STRUCTURES ON THIS PROJECT DO NOT ENCROACH IN THE 25 OR 50 FOOT
STREAM BUFFER.
2. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT
STREAM BUFFER AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT
FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.
BMP REMOVAL NOTE:
I . RETROFITS, PERIMETER SILT FENCE
AND CONSTRUCTION EXIT TO BE LEFT IN
PLACE UNTIL FINAL STABILIZATION SCALE: I" = Go'
HAS OCCURED. E
0 GO'
SOIL EROSION & SEDIMENTATION CONTROL. NOTES
1. NARRATIVE: THE EXISTING SITE IS AN EXISTING SUBDIVISION AND THE GROUND IS GENERALLY
FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH MANY TREES. THE PROPOSED
PROJECT WILL BE THE INSTALLATION OF DRY UTILITIES ALONG THE ROAD EDGE. THE TOTAL SITE IS
APPROXIMATELY 8.71 ACRES WITH THE ESTIMATED DISTURBED AREA TO BE 5.0 ACRES.
2. DEVELOPER / CONTRACTOR : Andy Page
Copper Construction
3. 24 HOUR CONTACT : Andy Page
912-537-6420
4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE
CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR
EROSION CONTROL IN GEORGIA.
5. PRIOR TO ANY OTHER CONSTRUCTION, STABIUZED CONSTRUCTION EXiTS SHALL BE
CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL
ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED.
6. IMMEDIATELY AFTER THE ESTABUSHMENT OF CONSTRUCTION EXITS, ALL PERIMETER
EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE
INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER
GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL
DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE
PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE
PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ACCOMPUSH EROSION
CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY
PHASE OF CONSTRUCTION. ANY DIFFICULTY iN CONTROLLING EROSION DURING ANY
PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I
8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION
PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM.
9. TIME FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY
REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY I
10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT
Y AND AT LEAST DAiLY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS.
11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED
WITH SEDIMENT.
12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A
FUNCTIONING EROSION CONTROL SYSTEM.
13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTiL PERMANENT COVER IS
ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED.
14. STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER
PERMANENT GROUND COVER HAS BEEN ESTABUSHED.
15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE
STABIUZED WITH TEMPORARY SEEDING.
16. ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABIUZED
BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING".
17. VEGETATIVE METHODS:
A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL
GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE
COVERS FOR AN OUTUNE OF THE ESTABUSHMENT OF VEGETATIVE COVERS.
WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY
AREAS REQUIRING RE-ESTABUSHMENT OF GRASS.
LIME TRATE: 1 TO 2 TONS PER ACRE
FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE
18. MULCH:
MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPUED AT
A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL
' KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS
FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH
MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED
IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER.
THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR
UQUiD MULCH BINDERS.
19. SOIL TYPE: THE SOILS IN THiS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION
SERVICE AS BEING Ch (Capers Soils).
l 20. THIS DEVELOPMENT iS WITHIN MINIMAL ZONING AREA ACCORDING TO
F.I.R.M. COMMUNITY PANEL NUMBER F, MAP REVISED
21. THIS SITE IS IN ZONE AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A
MINIMUM ELEVATION OF HAS BEEN SET.
I SPECIAL NOTES:
1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE
PREVENTEDED BY THE INSTALLATION OF EROSION AND
SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR
TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.
2. THE INSTALLATION OF EROSION CONTROL MEASURES AND
PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT
WllTi LAND DISTURBING ACTIVITIES.
3. EROSION CONTROL MEASURES WiLL BE MAINTAINED AT ALL
TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT
PROVIDE FOR EFFECTIVE EROSION CONTROL,
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
{ 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO
INSPECT STORMWATER FACILITIES AT ALL TIMES.
5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY.
6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY.
7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS
VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS.
a
8. THE RECEIVING WATERS FOR THIS PROJECT iS THE ADJACENT
SALTWATER MARCH AND ULTIMATELY THE ATLANTIC OCEAN.
9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER
THAN 14 DAYS SHALL BE STABALiZED WITH TEMPORARY SEEDING.
10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE
A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE
DESIGN ENGINEER.
_CLEARING NOTES:
1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND
U11UTiES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL
CONFUCTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED
AT THE EXPENSE OF THE CONTRACTOR. I
3. ALL WORK SHALL BE IN COMPUANCE WITH THE STATE SOIL AND WATER CONSERVl TiON
COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA.
ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS
AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE
BY THE OWNER. SEE LAND DISTURBING PLAN.
4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY :OTHER
SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN.
5. EGRESS FROM THE SITE WILL BE SUCH THAT ALL VEHICLES MUST TRAVERSE
CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED
PUBUC HIGHWAY.
6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS
TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING
CONSTRUCTION. THESE MEASURES ARE TEMPORARY.
7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE
OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS -OF -WAYS, EASEMENTS
AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING
TO MEET THE FINISHED PLAN GRADES AND EUMINATE ANY AND ALL AREAS
WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:
ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF
FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS.
8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UN'nL
THE APPROPRIATE PERMITS HAVE BEEN ISSUED.
9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY
CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER
TO REMOVE THEM.
10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT
SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR I
SHALL NOT WORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE
FROM THE OWNER OR ENGINEER PRESENT.
11. PRUNING OF TREE UMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN EE
PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE 1MTH SPECIFICATIONS
AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING
STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF
THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING:
12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS
'LIMITS OF CONSTRUCTION".
13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED,
MULCHED, FERTiUZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT
WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION
CONTROL GRASSING".
14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE :AREA
IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WiLL BE CONTINUALLY
AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER
WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY
ACCEPTABLE MEANS APPROVED BY THE ENGINEER.
TENTATIVE ACTIVITY SCHEDULE
�NOVIplDEC I+w I12 ��
�I W^
AND �PROTECTION �
,�7TI��
SITE GRADING
unuffllW&LAMON
BUILDING I 'IIS#I#�kkd��l 11
PERMANENT' GRASSINGMAINTENANCE OF SEDIMENT CONTROL
I II'IIIIH�III IIi
PAYING
MWAL
OF SMENT CONTROLIIIIIIIIIIII'�I IIII
SITE DATA
EMMACRES
S.C.S. mi wpm FROM WEBTED DISTURBED ACREAGE v�La �
COASTAL PLAIN VEGETATIVE COVERS
MONTH
TEMPORARY GRASS
RATE
OH
PLAN INGF
JANUARY-
ANNUAL
MARCH -
MARCH
LESPEDEZA
10 Lbs./Ac
JUNE
MARCH-
COMMON BERMUDA
t 0 lbs./Ac
Q MIN
JUNE
(HULLED)
JMAREH-
APRiL-
BROWN TOP MILLETLbs.
,� /
JU LY -
AUGUST
AUGUST
C
1. I CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR
SEPTEMBER- RYEGRASS
FEBRUARY
---------------
GEDTMLE UNDER UNER
N.SAR-2 (1.5 -3.5')
CQARSE AGGROQATE
TEMPORARY CONSTRUCTION EXIT (�D
N.T.S.
EXISTING SUBDIVISION NOTES
1. THIS PROJECT iS FOR THE INSTALLATION OF DRY
UTILITIES ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES,
INCLUDING STORM DRAINAGE, WATER, SEWER AND
PAVING, ETC. HAVE BEEN INSTALLED PREVIOUSLY AND
FINAL STABILIZATION FOR THOSE ITEMS HAS BEEN
ESTABLISHED.
3. THESE PLANS ALSO COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH SITE WILL REMAIN WOODED UNTiL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
40 Lbs,/Ac SEPTEMBER -
FEBRUARY
PERMANENT GRASS I RATE
CENTIPEDE SOD OR 10 Lbs./Ac
COMMON BERMUDA (HULLED)
CENTIPEDE SOD OR 10 Lbs./Ac
COMMON BERMUDA (HULLED)
COMMON BERMUDA (HULLED) 10 Lbs./Ac
OR
CENTIPEDE SOD 10 Lbs./Ac
COMMON B ORMUDA (UNHULLED) 10 Lbs./Ac
CENTIPEDE SOD 1/2 Bu./Ac
' 7-
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NOTE: OVERLAP 18" AT FABRIC JOINT'S
FRONT VIEW
TEMPORARY SILT FENCE DETAIL
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FLOW
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-CATCH BASIN
SECTION B -B
NOTE NW&L FM.TER AFTER ANY ASPHALT PAVMENT MMIA7M
INUT SEDTRAP DETAIL
CURB INLET FILTER
( "PIGS IN BLANKET")
Sd 1-A
4-1NIZWR
Sd1-C
E(MAX) F
6'-0" USE 36" D.O.T.
APPROVED FABRIC.
USE WOOD OR
STEEL POSTS.
6'-0" USE 22" D.O.T.
APPROVED FABRIC
USE WOOD OR
STEEL POSTS
4'-0" USE 36" D.O.T.
APPROVED FABRIC
USE STEEL POSTS
ONLY
FASTENERS FOR WOOD POSTS
GAUGE CROWN LEGS STAPLES/POST o
Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min.
GAUGE LENGTH BUTTON NAIL/POST
HEADS
Nails 14 min. 1" 3/4" 4 min.
LEVEL 11
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11- 5-14
N
O
POST SIZE
y
FENCE
MINIMUM
TYPE OF POST
SIZE OF POST
A (MIN)
Q MIN
C
D
TYPE
LENGTH
C
1. I CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR
A
4'-0"
Soft wood
3" dia. or 2X4
30"
18"
28"
6"
TO THE DESIGN OF THE E&SC PLANS.
0
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Z 1 CERTIFY THAT THE PERMITTEES EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN
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1.31b./ft. min.
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PRACTICES REQUIRED BY THE GEORGIA QUAUTY CONTROL ACT AND THE DOCUMENT 'MANUAL
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FOR EROSION AND SEDIMENT CONTROL IN GEORGIA,' (MANUAL) PUBLISHED BY THE STATE SOIL
LL1
AND WATER CONSERVA71ON COMMISSION AS OF
B
3'-0"
Soft wood
2" dia. or 2X2
18"
18"
16"
4"
JANUARY 1 OF THE YEAR IN WHICH THE LAND -DISTURBING A077WTY WAS PERMITTED, PROVIDES
0
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FOR THE SAMPLING OF 7HE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER
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OUTFALLS AND THAT THE DESIGNED SYSTEM OP BEST MANAGEMENT PRAC77CES MEETS 7HE
DESIGN REQUIREMENTS CONTAINED iN THE GENERAL
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Steel
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NPDES PERMIT NO, GAR 100003."
CER77FIED BY: Mark A. Boswell M.
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.751b./ft. min.
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Level 1I CertNTcatlon No. 2104
C
4'-0"
Steel
1.31b./ft. min.
30"
18"
28"
6"
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LWW W 01iR1'CT10N OR "5UM*A%0N Mt A0000 AWZ W M A'JMSTEM D!50= TO Aft=7W
CLMU N t'ERSON0M M%OM!ftY 4AT"M AND LVAWA7Z PC MMOMGNTI * &ASOM BAM W'IDN W
tMGIWfi' Or THC rVOON OR TER M WHO MANAGE THE VOMMORT"=?F_-00.OMSOCnyxi-rOMA9w
?0K GATW4W THE O rONAT10N. THe M OWTMDN 3UakV= M TO THE WT Or W XNOMWW ARID
MV TnW- ACCLWA7EAND COMM
2.1 AM AWMRE TMT THERE ARL'J#ONZANt rDW Mr'S fOK W0MRTM4 rALSC WORANTMJN, W ILOW
TMC ?00a WLnYor rMAE AND ORY45ONMCRT roRQ40WM4a V10LAnON%
RAW
s OWNER
O f CURBM
PAVEMENT
8' CONCRETE BLACK 1Nit4PPED B -j
IN n= FABRIC
PAVEMENT
FLOW
GUTTER �` 1___
-CATCH BASIN
SECTION B -B
NOTE NW&L FM.TER AFTER ANY ASPHALT PAVMENT MMIA7M
INUT SEDTRAP DETAIL
CURB INLET FILTER
( "PIGS IN BLANKET")
Sd 1-A
4-1NIZWR
Sd1-C
E(MAX) F
6'-0" USE 36" D.O.T.
APPROVED FABRIC.
USE WOOD OR
STEEL POSTS.
6'-0" USE 22" D.O.T.
APPROVED FABRIC
USE WOOD OR
STEEL POSTS
4'-0" USE 36" D.O.T.
APPROVED FABRIC
USE STEEL POSTS
ONLY
FASTENERS FOR WOOD POSTS
GAUGE CROWN LEGS STAPLES/POST o
Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min.
GAUGE LENGTH BUTTON NAIL/POST
HEADS
Nails 14 min. 1" 3/4" 4 min.
LEVEL 11
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11- 5-14
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CONTACT A VIIN11"UNi r 72 hG;RS
PRIOR 10 DIGGING
- S pROiECT�� i
UTILITIES PRUTECT;E:•: CL;T�
1-800-282-7,:::
QI \
NO.
* � x
a
DRAWING NUMBER
G
C-6
6 OF 7 SHEETS
i f
NAME : PHONE:
COMPANY: FAX
ADDRESS SIGNATURE
ADDRESS
GSWCC LEVEL IA CERTIFICATION NO.
NAME : PHONE:
COMPANY: FAX
ADDRESS SIGNATURE
ADDRESS
GSWCC LEVEL IA CERTIFICATION NO.
NAME : PHONE:
COMPANY: FAX
ADDRESS: SIGNATURE
ADDRESS:
GSWCC LEVEL iA CERTIFICATION NO.
APPENDIX B
Nephelometric Turbidity Unit (NTU) Tables
Cold Water (Trout Stream)
WASTE MATERIALS :
1. All waste materials will be collected and stored in a securely
lidded, metal dumpster. The dumpster will meet all solid waste
management regulations. All trash and construction debris from
the site will be deposited in the dumpster. The dumpster will be
emptied a minimum of once per week or more often if necessary
and trash will be hauled as required by local regulations. No
construction waste will be buried on-site.
2. All personnel will be instructed on proper procedures for waste
disposal. A notice stating these practices will be posted at the
jobsite and the Contractor will be responsible for seeing that these
procedures are followed.
3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS
OR WATERS OF THE STATE.
STORMWATER SAMPLING
Primary Permittee.
SAMPLE ANALYSIS
Surface Water
1. Storm water samples are to be analyzed in
square miles
accordance with methodology and test
taken place at a primary permittee's site, qualified
procedures established by 40 CFR Port 136
SECONDARY PERMITTEES
and the guidance document titled "NPDES
0-4.99
Storm Water Sampling Guidance Document,
10-24.99
EPA 833-8-92-001."
NAME PHONE
2. Storm water is to be for nephelometric turbidity
250-499.99
units (NTU) at the outfall location. A discharge of
COMPANY: FAX
storm water runoff from disturbed areas where
25
best management practices have not been properly
ADDRESS: SIGNATURE
designed, installed, and maintained shall constitute a
300
separate violation for each day on which such
500
conditions results in the turbidity of the discharge
ADDRESS
exceeding 50, the value that was selected from
25
Appendix B in Permit No. GAR 100003. The NTU is
GSWCC LEVEL IA CERTIFICATION N0.
based upon the disturbed acreage of 1.0 - 10
150
acres for the project site, the surface water
500
drainage area of < 4.99 square miles, and receiving
ACRES
water which supports warm water fisheries.
NOTE : THIS MASTER LIST iS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER
7 DAY INSPECTION NOTE
SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY
N.O.I. AT LEAST 14 DAYS PRiOR TO BEGINNING CONSTRUCTION ACTIVITY.
The design professional must be retained by the primary permittee to conduct a site inspection within
NAME : PHONE:
COMPANY: FAX
ADDRESS SIGNATURE
ADDRESS
GSWCC LEVEL IA CERTIFICATION NO.
NAME : PHONE:
COMPANY: FAX
ADDRESS SIGNATURE
ADDRESS
GSWCC LEVEL IA CERTIFICATION NO.
NAME : PHONE:
COMPANY: FAX
ADDRESS: SIGNATURE
ADDRESS:
GSWCC LEVEL iA CERTIFICATION NO.
APPENDIX B
Nephelometric Turbidity Unit (NTU) Tables
Cold Water (Trout Stream)
WASTE MATERIALS :
1. All waste materials will be collected and stored in a securely
lidded, metal dumpster. The dumpster will meet all solid waste
management regulations. All trash and construction debris from
the site will be deposited in the dumpster. The dumpster will be
emptied a minimum of once per week or more often if necessary
and trash will be hauled as required by local regulations. No
construction waste will be buried on-site.
2. All personnel will be instructed on proper procedures for waste
disposal. A notice stating these practices will be posted at the
jobsite and the Contractor will be responsible for seeing that these
procedures are followed.
3. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS
OR WATERS OF THE STATE.
1. 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR
TO THE DESIGN OF THE E&SC PLANS.
2. "I CERTIFY THAT THE PERmirIEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN
PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT
PRACTICES REQUIRED BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL
FOR EROSION AND SEDIMENT CONTROL IN GEORGIA,- (MANUAL) PUBLISHED BY THE STATE SOIL
AND WATER CONSERVATION COMMISSION AS OF
JANUARY 1 OF THE YEAR iN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTED, PROVIDES
FOR THE SAMPLING OF THE RECEIVING WA7ER(S) OR THE SAMPLING OF THE STORM WATER
OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS 774E
DESIGN REQUIREMENTS CONTAINED IN THE GENERAL NPDES�}P�EERMIT(�NO. G 100003.'
CERTIFIED BY : Mark A. Roswell t r OJ4 I��
Level it Certification No. 2104
t.1CMM UNDMTHEPENALTYOPiAWTHATTMLSOOCUMWANDALLATTACMMEMM*M POVAIMID
UNDM MY OHtMCTgM ORSUF5RV0 M M AGOORW= MITTM A'9MW DEQ TO A55URt T1MT
QUAUM PLR *ft PI OM tiY G.AT1 M AND EVALUATE M W CItM ATHON'&A*A1TTm BkIM UPON MY
1WXM OP TM PMON OK PERSONS wMo A4w= TME "Ttm oKTMOOE PROMS opecy KePO wu
POR GATHIM4 M OfORMAr", TMC WTOIGMTION &A A MM 15. TO M CEN OF W I(gOWLIMI E AND
tXiV TnIE.ACCURATEAND CM MR.
2. I AM AV#M THAT TIM ARM SkWV- t' PE ALTK"S POR SI OWrING PALM WPORAMTION, **al" B
M P05810MYOr MC AND iA*W$50N EW PORKMOW04 VIOtAT11OW
RETENTION OF RECORDS :
a. A copy of all Notices of Intent submitted to EPD:
b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit;
c. A design professional's report of the results of the inspection conducted in accordance
with Part IV .A.5. of this permit;
d. A copy of all monitoring information, results, and reports required by this permit.
e. A copy of all inspection reports generated in accordance with Part IV.D.4.o. of this permit;
f. A copy of all violation summaries and violation summary reports generated in accordance
with Part iiI.D.2. of this permit;
g. Daily rainfall information collected in accordance with Part IV.D.4.o.(1)(c) of this permit.
PRODUCT SPECIFIC PRACTICES
1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars
will be inspected daily for leaks and spills. This includes on-site vehicle and machinery
daily inspections and regular preventative maintenance of such equipment. Equipment
maintenance areas will be located away from state water, natural drains and storm water
drainage inlets. In addition, temporary fueling tanks shall have a secondary containment
liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper
disposal methods will include collection in a suitable container and disposal as required by local and State
regulations.
2. Points / Finishes / Solvents - All products will be stored in tightly sealed original
containers when not in use. Excess product will not be discharged to the storm
water collection system. Excess product, materials used with these products and
product containers will be disposed of according to manufacturer's specifications
and recommendations.
J. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge
surplus concrete or drum wash water on-site.
4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the
manufactuer'si specifications or above the guidelines set forth in the crop establishment
or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of
these materials will be under roof in sealed containers.
5. Building Materials - No building materials will be buried or disposed on-site. All such
materials will be disposed of in proper waste disposal procedures.
Soil Cleanup and Control Practices
1. Local, State and manufacturer's recommended methods
for spill cleanup will be clearly posted and procedures
will be made available to site personnel.
2. Material and equipment necessary for spill cleanup will
be kept in the material storage areas. Typical materials and
equipment includes, but is not limited to, brooms, dustpans,
mops, rags, gloves, goggles, cat litter, sand, saw dust and
properly labeled plastic and metal waste containers.
3. Spill prevention practices and procedures will be reveiwed
after a spill and adjusted as necessary to prevent future
spills.
4. All spits wil be cleaned up immediately upon discovery. All
spills will be reported as required by local, State and Federal
regulations.
5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACI
WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED
WITHIN 24 HOURS AT 1-800-426-2675.
6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WiL .
BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675.
7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER
IMPACTS, :THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS.
8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS,
THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE
CONTACTED AS REQUIRED.
9. The contractor shall notify the licensed professional who prepared this
plan if more than 1,320 gallons of petroleum is stored onsite (this include
capacities_ of equipment) or if any one piece of equipment has a capacity
greater than 660 gallons. The Contactor will need a Spill Prevention
Containment and Countermeasures Plan prepared by that licenseed
professional.
EXISTING SUBDIVISION NOTES
1. THIS PROJECT IS FOR THE INSTALLATION OF DRY
UTILITIES ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES,
INCLUDING STORM DRAINAGE, WATER, SEWER AND
PAVING, ETC. HAVE BEEN INSTALLED PREVIOUSLY AND
FiNAL STABILIZATION FOR THOSE ITEMS HAS BEEN
ESTABLISHED.
3. THESE PLANS ALSO COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH; SITE WiLL REMAIN WOODED UNTiL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
OWNER
SAMPLING FREQUENCY
Storm water samples shall be taken for the following events
-- 7
s c
1 FLOW
NOTE:
00 USE 36" D.O.T. APPROVED FABRIC
2" USE STEEL POST.
SIDE VIEW
4' MAX. O.C.
-- 7
xo
0 C4
S�(WOVEN WIRE
FENCE BACKING)
�TWE
_NCH
00
FRONT VIEW
TYPE C FABRIC (36")
USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1
NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS.
POST SIZE
1
proper management of potential wastes that may result from these
Primary Permittee.
MIN. LENGTH I TYPE OF POST I SIZE OF POST
Surface Water
Drainage Area,
square miles
MSDS will be maintained in the ESPCP file at the jobsite construction
trailer office. Each employee who must handle a substance with
taken place at a primary permittee's site, qualified
FENCE
personnel provided by the primary permittee shalt
and the specific information in the applicable MSDS for the product
0-4.99
5-9.99
10-24.99
25-49.99
50-99.99
100-249.99
250-499.99
500+
(ASTM D-3786 DIAPHRAGM
1.00-10
25
50
75
150
300
500
500
500
SI TE SIZE
10.01-25
25
25
50
75
150
200
500
500
ACRES
stabilization : (b) areas used by the primary permittee for
7 DAY INSPECTION NOTE
storage of materials that are exposed to precipitation that
have not undergone final stabilization and : (c) structural
The design professional must be retained by the primary permittee to conduct a site inspection within
control measures. Erosion and sediment control measures indentified in fie
Plan applicable to the primary permittee's
seven (7) days after initial construction begins in order to determine if the BMP's have been installed
site shall be observed to ensure that they are operating correctly. Where
25.01-50
25
25
25
50
75
100
300
500
of Termination is submitted.
50.01-100
20
25
25
35
50
75
150
300
of, or the potential for, pollutants entering the drainage
100.01+
20
20
25
25
25
50
60
100
to ascertain whether erosion control measures are effective
Mark Boswell 2104
in preventing significant impacts to receiving water(s).
Warm Water (Supporting Warm
Water Fisheries)
Surface Water
Drainage Area,
square miles
0-4.99
5-9.99
10-24.99
25-49.99
50-99.99
100-249.99
250-499.99
500+
1.00-10
75
150
200
400
750
750
750
750
10.01-25
50
100
100
200
300
500
750
750
Sl TE SIZE
ACRES
25.01-50
50
50
100
100
200
300
750
750
50.01-100
50
50
50
100
100
150
300
600
100.01+
50
50
50
50
50
100
200
100
1. 1 CERTIFY THAT THE EROSION AND SEDIMENT CONTROL DESIGNER HAS VISITED THE SITE PRIOR
TO THE DESIGN OF THE E&SC PLANS.
2. "I CERTIFY THAT THE PERmirIEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN
PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT
PRACTICES REQUIRED BY THE GEORGIA QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL
FOR EROSION AND SEDIMENT CONTROL IN GEORGIA,- (MANUAL) PUBLISHED BY THE STATE SOIL
AND WATER CONSERVATION COMMISSION AS OF
JANUARY 1 OF THE YEAR iN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTED, PROVIDES
FOR THE SAMPLING OF THE RECEIVING WA7ER(S) OR THE SAMPLING OF THE STORM WATER
OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES MEETS 774E
DESIGN REQUIREMENTS CONTAINED IN THE GENERAL NPDES�}P�EERMIT(�NO. G 100003.'
CERTIFIED BY : Mark A. Roswell t r OJ4 I��
Level it Certification No. 2104
t.1CMM UNDMTHEPENALTYOPiAWTHATTMLSOOCUMWANDALLATTACMMEMM*M POVAIMID
UNDM MY OHtMCTgM ORSUF5RV0 M M AGOORW= MITTM A'9MW DEQ TO A55URt T1MT
QUAUM PLR *ft PI OM tiY G.AT1 M AND EVALUATE M W CItM ATHON'&A*A1TTm BkIM UPON MY
1WXM OP TM PMON OK PERSONS wMo A4w= TME "Ttm oKTMOOE PROMS opecy KePO wu
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RETENTION OF RECORDS :
a. A copy of all Notices of Intent submitted to EPD:
b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit;
c. A design professional's report of the results of the inspection conducted in accordance
with Part IV .A.5. of this permit;
d. A copy of all monitoring information, results, and reports required by this permit.
e. A copy of all inspection reports generated in accordance with Part IV.D.4.o. of this permit;
f. A copy of all violation summaries and violation summary reports generated in accordance
with Part iiI.D.2. of this permit;
g. Daily rainfall information collected in accordance with Part IV.D.4.o.(1)(c) of this permit.
PRODUCT SPECIFIC PRACTICES
1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars
will be inspected daily for leaks and spills. This includes on-site vehicle and machinery
daily inspections and regular preventative maintenance of such equipment. Equipment
maintenance areas will be located away from state water, natural drains and storm water
drainage inlets. In addition, temporary fueling tanks shall have a secondary containment
liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is prohibited. Proper
disposal methods will include collection in a suitable container and disposal as required by local and State
regulations.
2. Points / Finishes / Solvents - All products will be stored in tightly sealed original
containers when not in use. Excess product will not be discharged to the storm
water collection system. Excess product, materials used with these products and
product containers will be disposed of according to manufacturer's specifications
and recommendations.
J. Concrete Truck Washing - NO concrete trucks will be allowed to wash out or discharge
surplus concrete or drum wash water on-site.
4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the
manufactuer'si specifications or above the guidelines set forth in the crop establishment
or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of
these materials will be under roof in sealed containers.
5. Building Materials - No building materials will be buried or disposed on-site. All such
materials will be disposed of in proper waste disposal procedures.
Soil Cleanup and Control Practices
1. Local, State and manufacturer's recommended methods
for spill cleanup will be clearly posted and procedures
will be made available to site personnel.
2. Material and equipment necessary for spill cleanup will
be kept in the material storage areas. Typical materials and
equipment includes, but is not limited to, brooms, dustpans,
mops, rags, gloves, goggles, cat litter, sand, saw dust and
properly labeled plastic and metal waste containers.
3. Spill prevention practices and procedures will be reveiwed
after a spill and adjusted as necessary to prevent future
spills.
4. All spits wil be cleaned up immediately upon discovery. All
spills will be reported as required by local, State and Federal
regulations.
5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACI
WATER). THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED
WITHIN 24 HOURS AT 1-800-426-2675.
6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WiL .
BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675.
7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER
IMPACTS, :THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS.
8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS,
THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE
CONTACTED AS REQUIRED.
9. The contractor shall notify the licensed professional who prepared this
plan if more than 1,320 gallons of petroleum is stored onsite (this include
capacities_ of equipment) or if any one piece of equipment has a capacity
greater than 660 gallons. The Contactor will need a Spill Prevention
Containment and Countermeasures Plan prepared by that licenseed
professional.
EXISTING SUBDIVISION NOTES
1. THIS PROJECT IS FOR THE INSTALLATION OF DRY
UTILITIES ONLY.
2. ALL OTHER UTILITIES EXCEPT FOR DRY UTILITIES,
INCLUDING STORM DRAINAGE, WATER, SEWER AND
PAVING, ETC. HAVE BEEN INSTALLED PREVIOUSLY AND
FiNAL STABILIZATION FOR THOSE ITEMS HAS BEEN
ESTABLISHED.
3. THESE PLANS ALSO COVER INDIVIDUAL HOUSE
CONSTRUCTION. EACH; SITE WiLL REMAIN WOODED UNTiL
SUCH TIME THAT THE INDIVIDUAL LOTS ARE SOLD AND
CLEARED FOR CONSTRUCTION.
OWNER
SAMPLING FREQUENCY
Storm water samples shall be taken for the following events
-- 7
s c
1 FLOW
NOTE:
00 USE 36" D.O.T. APPROVED FABRIC
2" USE STEEL POST.
SIDE VIEW
4' MAX. O.C.
-- 7
xo
0 C4
S�(WOVEN WIRE
FENCE BACKING)
�TWE
_NCH
00
FRONT VIEW
TYPE C FABRIC (36")
USE: WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1
NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND POCKETS.
POST SIZE
1
proper management of potential wastes that may result from these
Primary Permittee.
MIN. LENGTH I TYPE OF POST I SIZE OF POST
such product is stored and/or used and another copy of the
4' 1 STFFI 113
MSDS will be maintained in the ESPCP file at the jobsite construction
trailer office. Each employee who must handle a substance with
taken place at a primary permittee's site, qualified
FENCE
personnel provided by the primary permittee shalt
and the specific information in the applicable MSDS for the product
TENSILE STREGTH ELONGATION ADS (APPARENT FLOW RATE
ULTRAVIOLET STABILITY (2)
BURSTING STREGTH MIN. FABRIC WIDTH
(LBS. MIN.) Q> (XMAX.) OPENING SIZE> (GAL/MIN./SQ. FT.>
(ASTM D-4632 AFTER
(PSI MIN.) (INCHES>
(ASTM D-4632) (ASTM D-4632> (MAX. SIEVE SIZE) (GDT -87>
300 HOURS WEATHERING
(ASTM D-3786 DIAPHRAGM
(ASTM D-4751)
IN ACCORDANCE WITH
BURSTING STRENGTH
twenty-four hour period at the site. These inspections
ASTM D-4355)
TESTER)
WARP -260 40 I #30 70
80
175 36
-FILL-180
state and federal regulations are taken to dispose of such
I I
(1) MIN. ROLL AVERAGE OF FIVE SPECIMENS.
shall inspect at least once every seven (7) calendar days
job site superintendent to properly train all personnel in the use
(2> PERCENT OF REQUIRED INITIAL MIN. TENSILE STRENGTH.
of the SPCC plan.
or greater the following : (a) disturbed areas of the primary
(a) For each area of the site that discharges to a receiving
stream, the first rain event that exceeds 0.5 inches and allows
for monitoring during normal business hours. (Monday thru Friday,
8: 00 AM to 5:00 PM and Saturday 8:00 AM TO 5: 00 PM when
constructionoctivity is being conducted by the Primary Permittee) that
occurs after all cleaning and grubbing operations have been completed
in the first drainage area of the location selected as the sampling
location :
(b) in addition to (a) above, for each area of the site that discharges
to a receiving stream, the first rain event that reaches or exceeds
0.5 inches and allows for monitoring during normal business hours
that occurs either 90 days after the first sampling event or after
all mass grading operations have been completed in the drainage
area of the location selected as the sampling location, whichever
come first :
(c) At the time of sampling performed pursuant to (a) and (b) above,
if BMPs are found to be properly designed, installed and maintained,
no further action is required. if BMPs in any area of the site that
discharges to a receiving stream are not properly designed, installed
and maintained, corrective action shall be defined and implemented
within 2 business days, and turbidity samples shall be taken from
discharges from that area of the site for each subsequent rain
event that reaches or exceeds 0.5 inches during normal business
hours until the selected turbidity standard in attained, or until post -
storm event inspections determine that BMPs are properly designed,
installed and maintained.
SILT FENCE - TYPE C
LEVEL II
CERTIFICATION
NO. 2104
ISSUED 11-5-05
EXPIRES 11- 5-14
SANITARY WASTES :
1. A minimum of one portable sanitary unit will be provided for every ten (10) workers
on the site. All sanitary waste will be collected from the portable units a minimum of
one time per week by a licensed portable facility provider in complete compliance with
loco/ and state regulations.
2. All sanitary waste units will be located in an area where the likelihood of the unit
contributing to storm water discharge in negligible. Additional containment BMPs must
be implemented, such as grovel bogs or specially designed plastic skid containers
around the base, to prevent wastes from contributing to storm water dischages. The
location of sanitary waste units must be identified on the Erosion Control Plan Grading
Phase Sheet by the contractor once the locations have been determined.
3. Sanitary Sewer will be provided by Municipal Authority/Septic System at the
completion of this project.
HAZARDOUS WASTES :
1. All hazardous waste materials will be disposed of in the manner
specified by local, state, and/or federal regulations and by the
manufacturer of such products. The jobsite superintendent, who
will also be responsible for seeing that these practices are followed,
will instruct site personnel in these practices. Material Saftey Data
Sheets (MSDS's) for each substance with hozrodous properties
that is used on the bb site will be obtained and used far the
INSPECTIONS:
1
proper management of potential wastes that may result from these
Primary Permittee.
products. An MSDS will be posted in the immediate area where
such product is stored and/or used and another copy of the
1. Each day when any type of construction activity has
MSDS will be maintained in the ESPCP file at the jobsite construction
trailer office. Each employee who must handle a substance with
taken place at a primary permittee's site, qualified
hozrdous properties will be instructed on the use of MSDS sheets
personnel provided by the primary permittee shalt
and the specific information in the applicable MSDS for the product
inspect : (a) all areas at the primary permittee's site
he/she is using, particularly regarding spill control techniques.
where petroleum products ore stored, used, or handled
for spills and leaks from vehicles and equipment ; (b)
2. The contractor will implement the Spill Prevention Control and
all locations at the primary permittee's site where
Countermeasures (SPCC) Plan found within this ESPCP and will
vehicles enter or exit the site for evidence of off-site
train ail personnel in the proper cleanup and handling of spilled
sediment tracking ; (c) measures rainfall once each
materials. No spilled , hazardous materials or hazardoud wastes
twenty-four hour period at the site. These inspections
will be allowed to come in contact with storm water discharges.
must be conducted until a Notice of Termination is
If such contact occurs, the storm water discharge will be
submitted.
continued on site until appropriate measures in compliance with
state and federal regulations are taken to dispose of such
2. Qualified personnel (provided by the primary permittee)
contaminated storm water. it shall be the responsibility of the
shall inspect at least once every seven (7) calendar days
job site superintendent to properly train all personnel in the use
and within 24 hours of the end of a storm that is 0.5 inches
of the SPCC plan.
or greater the following : (a) disturbed areas of the primary
permittee's construction site that have not undergone final
stabilization : (b) areas used by the primary permittee for
7 DAY INSPECTION NOTE
storage of materials that are exposed to precipitation that
have not undergone final stabilization and : (c) structural
The design professional must be retained by the primary permittee to conduct a site inspection within
control measures. Erosion and sediment control measures indentified in fie
Plan applicable to the primary permittee's
seven (7) days after initial construction begins in order to determine if the BMP's have been installed
site shall be observed to ensure that they are operating correctly. Where
as designed and are being maintained as required by the Plan and the Green Book. The design
discharge locations or points are accesibie, they shall be inspected to
professional must report the results of the inspection to the primary permittee within seven (7) days
ascertain whether erosion control measures are effective in preventing
significant impacts to receiving woter(s). For areas of a site that have
and the primary must correct all deficiencies identified in the report within two (2) business days
undergone final stabilization, the permittee must comply with Part
after receiving the report (unless additional time is needed due to adverse weather). The primary
IV.D.3.o(3). These inspections must be conducted until a Notice
permittee may use an alternate design professional to conduct the BMP inspection, provided that they
of Termination is submitted.
make a written request to EPD to change from the design professional who developed the plan and
3. Qualified personnel (provided by the primary permittee)
EPD has agreed.
shall inspect at least once per month during the term of
this permit (i.e. until a Notice of Termination is received by
DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION
EPD) the areas of the site that have undergone final
stabilization. These areas shall be inspected for evidence
Date of Inspection
of, or the potential for, pollutants entering the drainage
system and the receiving water(s). Erosion and sediment
I certify the site was in compliance with the ES&PC Plan on the date of inspection.
control measures identified in the Plan shall be observed
to ensure that they are operating correctly. Where discharge
locations or points are accessible, they shall be inspected
to ascertain whether erosion control measures are effective
Mark Boswell 2104
in preventing significant impacts to receiving water(s).
GSWC LEVEL 11 DESIGN PROFESSIONAL CERTIFICATION #
Inspection revealed the following discrepancies from the ES&PC Plan.
These deficiencies must be addressed immediately and a re -inspection scheduled. Work shall not
proceed on the site until design Professional Certification is obtained.
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CONT.,4T A MIND UM OF 72 7O'RS
PRIOR TO DIGGING
>Y
UTILITIES PROTECTION CEiIWER
1-800-882-7411
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No. 2&M
PWFESMW
4je,9 FNG I N EF'��,
DRAWING NUMBER
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7 OF 7 SHEETS
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