007 i
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10' min. 40' min.
ry
0
6' min. CRUSHED STONE OVER
COMPACTED SUBGRADE AND TEMPORARY1p4 - - - - - - - - - _. - _ �
FILTER FABRIC ROUGH GRAD THE STORMWATER DETENTION BASIN 41/
ko
FOR USE AS THE TEMPORARY SEDIMENT TRAP. WHEN SITEWORK
z o o° o°. o 0 Q °° ° ` :° EXISTING TREES AND ASPHALT PAVEMENT IS COMPLETE REMOVE ALL SEDIMENT AND
W o ° oo` TO REMAIN GRADE THE BASIN AND TOPSOIL AND SEED. /
/ EXISTING TREES /
a o 00 Qo. 0 o HAY BALE DAM at DRYWELL D GRADING AND CLEARING LIMIT LINE /
E n o " o. v. ° Z tio5- -� / TO REMAIN /
O$` ' GRASS COVER IS ESTABLISHED TIL 'o�, \ _ - / / / 41 /
c� o EXISTING � / /
N
F oo . ° . ° " o GROUND L.IJ
N o 0 00 o o�. . 10 g
w o o : o o'. SEDIMENT FENCE \ 103
_i \ 100
/ 1 ♦
CONSTRUCTION SPECIFICATIONS � -- - a 'g9 /
1. STONE SIZE USE NO. 2 STONE OR RUBBLE \ \ _ _ / / / TEM ORARY SEDIMENT TRAP
2. LENGTH AS REQUIRED BUT NOT LESS THAN 50'. PROPOSED NEW DRIVEII� Y --'---�---1----------- �� / RO GH GRADE THE PERMANENT STORMWATER
CONSTRUCTION `=.�� A (�- ------ / /
3. THICKNESS: NOT LESS THAN 6". F :: .'` 1 \ \` - - _ _ - - - 1 I� �- ?-"--"-i'I j / // DE TION BASIN FOR USE AS THE TEMPORARY
4. WIDTH: 10' MINIMUM, BUT NOT LESS THAT THE FULL WIDTH ENTRANCE INSTALL CONSTRUCTION t T
'•'r, ."• ' 1 / // // / SEDIMENT TRAP. WHEN SITEWORK AND ASPHALT
AT POINTS WHERE INGRESS OR EGRESS OCCURS. _. ROAD ENTRANCE PER #TAIL 1 BUILDIN� SLAB ' BUILDII�6 _ / / ( // \ /// / P�vEMENT IS COMPLETE REMOVE ALL SEDIMENT
I A D GRADE THE BASIN AND TOPSOIL AND SEED.
5. FILTER FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR •• •-. . •`
70 PLACING STONE. .•-. ' �'`.' / -------- `- - -- '"' ` J �'�
-�----�--- --�----ram--� / /
OD
6. SURFACE WATER: MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. - � -• ��'-----' / / /
7. MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL I `; �� PITCH- - _ _ / /j
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. I / Q --- \ �-- PITCH / PITCH //// I f �' OD a W
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS g ` - - / AREA TO BE-PA E \ / 89 / j f
CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED I I / - - _ , /r I >- >- 0; >.
TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR DEPOSITED I I / /// --------L-f._.---- _--- �y _ / ---�- /// f u z z k z
ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. / ,/ // r i r-- 71 -------
8. WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE
ONTO PUBLIC RIGHTS-OF-WAY WHEN WASHING IS REQUIRED, IT SHALL BE DONE I // / BUILDING SLAB
ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED \ I �` // /// ( _ BUILDING SLAB EXISTING TREES
SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND NEEDED MAINTENANCE /// L---- -/ TO REMAIN Or Or or
SHALL BE PROVIDED AFTER EACH RAIN. // / -----J a
�.,. / PITCH PITCH / PI - - - -- - i/I I PITCH j// rn V yy
CONSTRUCTION ROAD ENTRANCE I ; �- / AREA TO BE PAYED ^ -� 99 //' A 0
F t /// HAY BALE DAM at DRYWELL ''' $4
NOT TO SCALE / --- y---.---------�---- ____ -------------�-_ /// INSTALL AROUND DRYWELLS UNTIL D co
"4 o a�i � o
/ / \ �1 r - - 1 f /// GRASS COVER IS ESTABLISHED o o a o o
\BUILDING SLAB / I BUILDING SLAB I f f = I o w o a
I I EXISTING TREES I / L------ I ' J L-------------------I I f /
' I ' TO REMAIN I ' , -�'---------/------- i----- -� J I /ii I I ^4) = v = q =
I I
AREA TO BE PAVED PITCA(__?PffCH
PITCH I ` I o°D, � �
/ o
/ 99
I / ,
II / ----- -------- / ---- -----
D HAY BALE DAM at DRYWELL I / ' / BUILDING SLAB \ I I
36 FENCE POST. 10 oc MAX INSTALL AROUND DRYWELLS UNTIL I / I ( BUILDING SLAB
GRASS COVER IS ESTABLISHED f I j L-- ----
DRIVEN 16 MIN INTO GROUND / --- +�\ L
N SILT STOP FABRIC
FLOW EMBED 6" MIN IN GROUND / / PITCH / PITCH PITCH / PI.6
I - SEDIMENT FENCE x �- CL
99/ / f cV J
/ G / AREA TO BE PAVED\\
UNDISTURBED GROUND / / / T
J
-- -----
II=III=I III=-1 / r----j----------- -- --------- --�.-
E _�I I=I!I I I=III=i I I / � � r----- \
�/ I / BUILDING SLAB I I \ i I I I W v Z
( I \ BUILDING SLAB 0
-----------------J L-------\\---------- I - I -J I / � I I >- F=
AREA TO BE PAVED
SEDIMENT CONTROL FENCE /' ` 99 ,-'' �99 I = ► i i /% I � j
NOT TO SCALE / / \ I "4 z c NW
/ / 98 I I cki
c �
SLOPE SIDES AT 2 on 1 max. - - - - \ - - -� - go 0 o Z
... 97 ► I p
' \ ` '' I I EXISTING REMAI TREES I � 0
I TEMPORARY SEDIMENT TRAP _ _
f ROUGH GRADE THE PERMANENT-STBR�ATER DETENTION BASIN \ GRADING AND CLEARING LIMIT LINE SEDIMENT FENCE I p
I FOR USE AS THE"�II�ART-SEDIMENT TRAP. WHEN SITEWORK \ G I \ I I 3
AND ASPHALT/PAVEMENT IS COMPLETE REMOVE ALL SEDIMENT AND � \ \ ` a TOP 1' WIDE min. I GRADE THEbASIN ND TOPSOIL ND SEED. \ EXISTING TREES \ \ f \ \ \ A J
I / \ TO REMAIN \ \ ( \ \ \ ' I p V J
I / - O
PLAN �e
STONE FILTER DAM I _
1
CC'1 �
# 2 CRUSHED OR BROKEN STONE \\ r�'/ /' \` \\ \\ / / o [� 0 c W
SWALE TOP ELEVATION 2' ABOVE SWALE \ / \ \ / / ^ o
BOTTOM OR TO TOP OF SWALE / / / -' \ \ - -es- -- - f- v
IF LESS THAN 2'
_ O O O O O O O O 00 r I \ \ \ f \ \
-- a = '� WEST DRIVE 0
o&$ _ I- = FINISHED GRADE
0 00 _
INSTALL NORTH AMERICAN GREEN
C125 FLEXIBLE CHANNEL LINER J
i I-I I-III-I I-III=i I {-I I{-I I=III-III IN ACCORDANCE WITH THE
-� 1 I=� I I=I -{ I-III=III-III-III-I I= MANUFACTURERS RECOMMENDATIONS
ON BOTTOM AND 2' UP SIDES MIN.
SECTION N0110E
CALL BEFORE YOU DIG UFPO
UNDERGROUND FACILITIES
PROTECTIVE ORGANIZATION
STONE FILTER DAM - CHANNEL FLOW 1-800-ss2-�ss2
H NOT TO SCALE S.W.P.P.P. REQUIREMENTS 48 HOURS NOTICE REQUIRED
1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN MAINTENANCE
THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF
CONSTRUCTION SEQUENCING THE SWPPP AND ATER DSCHARGESMENTS OF THE NYS DEC FROM CONSTRUCTION ACTIVITY GENERAL
Now. PF02-01. 1.HASSEBEEN REDUCEDHALLBE MOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY CERTIFICATION STATEMENT
STOTO BE SIGNED BY CONTRACTOR PERFORMING THE SITE CONSTRUCTION
1. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS 2. THE CONTRACTOR MUST IS RESPONSIBLE TO COMPLY NTH THE TERMS 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 1 CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO
DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE
FROM CONSTRUCTION ACTIVITY - PERMIT No. GP-02-01. COPIES OF THE GENERAL PERMIT GOOD WORKABLE CONDITION. CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF Data February 15.2004
2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL ARE AVAILABLE BY CALLING DEC (518) 402-8109. AUTHORIZATION TO DISCHARGE STORMWATER. i ALSO UNDERSTAND THAT Rem THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER OF THE AREA TO BE 3. A NOTICE OF INTENT NOI MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF
DISTURBED AS INDICATED ON THE PLANS AND DETAILS. ( ) TO COLLECT LITTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. THE N.Y.S. POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) 1. 3-12-N BOND TO
4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP-1 TO SP-4 AND THE GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION CT MALE COMMENTS
3. THE CONTRACTOR SHALL CLEAR AND GRUB THE CONSTRUCTION SITE. EXISTING 4. ANY STOCKPILES OF FILL, TOPSOIL, EXCAVATED _MATERIAL SHALL BE COVERED OR STORMWATER MANAGEMENT REPORT. ACTIVITIES AND THAT IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR
TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR REUSE. EXCESS TOPSOIL CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. 2. AS-BUILT 11-08
SHALL BE REMOVED FROM THE SITE. 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE THE
ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY IN AN INSPECTION
4. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT STORMWATER REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE KEN ADEQUATELY STABILIZATION NAME
RUNOFF FROM PROPOSED PAVED AND BUILDING AREAS. THE TEMPORARY SEDIMENT TRAPS INSTALLED. FOLLOWING COMMENCEMENT OF CONSTRUCTION, THE ENGINEER SHALL MAKE
SHALL BE SEEDED WITH PERENNIAL RYEGRASS AT A RATE OF 5 Ibs. PER 1,000 SF. WEEKLY SITE INSPECTIONS AND INSPECTIONS NATHIN 24 HOURS OF A STORM EVENT 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS TITLE
OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP-02-01. SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
5. WHEN SUBGRADE FOR PAVEMENT AREAS ARE COMPACTED AND ROUGH GRADED, ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT SIGNATURE
6. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG IN NO CASE MORE THAN 14 DAYS. SCALE= 1"= 30'
THE DRYWELLS AND PIPING SHALL BE INSTALLED AND THE SEDIMENT TRAPS REMOVED. BOOK, MAINTAINED ON SITE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST.
HAY BALE DAMS SHALL BE INSTALLED TO PROTECT DRYWELLS IN LAWN AREAS. DATE
5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL PERFORM A FMdAL 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDING USING
6. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABLISHMENT OF ALL GRASS INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND TACKIFIER ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING
AREAS, REMOVE ANY COLLECTED SEDIMENT, REMOVE HAY BALE DAMS AND THE SEDIMENT THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE.
CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND DISPOSE UPON CERTIFICATION OF COMPLETION A NOTICE OF TERMINATION (NOT) SHALL BE
OF ALL WASTE MATERIAL IN A LEGAL MANNER. FILED WITH NYS DEC. DWQ S�
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