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SHEET 1 OF 1
E -97
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Scale 1.100,
C- 1A
SHEET 1 OF 1
E -97
DWG. NO. 99241C
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TOWN OF QUEENSBURY
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ZONING OFFICE
C -1
Map Submitted on Monday, December 17, 2012
SHEET
1 OF
7
AV 52 -2012 LARIC Development
This is additional information for review
at the January 16, 2013 ZBA meeting.
DWG. No. 99241 -LARIC
ENG. J05 #45257
ENG. JOB N4G257
ENG. JOB #46257
Site Areas
SOILS: OAKVILE LOAMY SAND, SHGW GREATER THAN 6' (USDA SOIL SURVEY)
BUILDING AREA: X of X ACRES
LIMITS OF PAVEMENT: X of X ACRES
TOTAL AREA OF DISTURBANCE X of : X.X ACRES
EROSION & SEDIMENT CONTROL NOTES
1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING
EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM
SWALES AND DITCHES AND AS INDICATED ON THE PLAN.
2. SEDIMENT TRAPS SHALL CONSIST OF PREFABRICATED DAMS OR CRUSHED STONE
PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH.
3. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR
CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED.
4. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS
POSSIBLE TO PREVENT EROSION, AND EVERY BARE EARTH AREA SHALL BE
SEEDED AND MULCHED BY OCTOBER 1eL tEMPORARY RAPID GROWTH COVER
CROPSS, SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEMPORARY SURFACE
STABILIZATION.
5. SMALL. BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT
TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER
GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE.
6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING
OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2X ALL SWALES AND
UNLINED DITCHES SHALL BE SEEDED WITH REED - CANARY GRASS FOR FOUR(4)
FEET EITHER SIDE OF THE SWALE OR DITCH CENTERUNE, AT A RATE OF 25
POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH
STRAW IMMEDIATELY.
7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDEUNES FOR URBAN
EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF
THE SOIL AND WATER CONSERVATION SOCIETY.
EARTH BERM AS
REQUIRED TO DIRECT
OVERFLOW TO GRASS
OUTLET STOUP
i
GRASS OUTLET STRIP. BASIN
MUST REMAIN UNDISTURBED,
LEVEL k WELL VEGETATED.
PLAN VIEW
NOTES:
1. REQUIRED VOLUME OF SEDIMENT BASINS ARE SHOWN ON EROSION & SEDIMENT CONTROL
PLAN. AVAILABLE VOLUME SHALL BE CALCULATED BY V - .4 x SURFACE AREA OF
EXCAVATED PORTION BELOW ELEVATION OF OUTLET STRIP x MAX. DEPTH.
2 MIN. CREST WIDTH (ft) SHALL BE 4 x DRAINAGE AREA (acres).
3. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER.
4. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO OTGINAL DIMENSIONS WHEN
SEDIMENT HAS ACCUMULATED TO 1/2 DESIGN DEPTH. REMOVED SEDIMENT SHALL BE
DEPOSITED IN A SUITABLE AREA AND STABILIZED.
5. SEDIMENT TRAP SHALL BE INSPECTED AF IER EACH RAIN AND REPAIRS MADE AS NEEDED.
8. THE SEDIMENT TRAP SHALL BE REMOVED AND AREA STABILIZED WHEN THE UPSTREAM
DRAINAGE AREA HAS BEEN PROPERLY STAMUZED.
GRASS OUTLET SEDIMENT TRAP
MDT 10 SCALE
RECLAIMED
TOPSOIL
SOIL STOCKPILE DETAIL
SEDIMENT AND EROSION CONTROL PLAN
S W P P P REQUIREMENTS MAINTENANCE CONSTRUCTION SEQUENCING ___ STABILIZATION
1. THE CONTRACTOR UNDERTAKING SITE CONSTRUCTION OF THIS PROJECT MUST SIGN 1. SEDIMENT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY 1. ALL ROAD AND INFRASTRUCTURE SHALL BE CONSTRUCTED WHEN 8. TEMPORARY SILT BASINS ARE U BE CONSTRUCTED IN THE 1. THE S PRACTICABLE E IN INITIATE OF THE MEASURES AS
GROUND IS NOT FROZEN. EROSION AND SEDIMENT CONTROLS ARE LOW POINTS d" THE PROPOSED BUT SIGN ROAD. THESE BASINS SHALL BE LOCATED SOON AS PRACTICABLE IN PORTIONS RM THE SITE WHERE
THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH EN REQUIREMENTS OF HAS BEEN REDUCED BY 50X ALONG THE PROPOSED ROAD, BUT NOT WITHIN THE AREA OF THE PROPOSED PAVEMENT. ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT
THE SWPPP AND REQUIREMENTS OF THE NYSE DEC SPDIS GENERAL PERMIT FOR NOT DESIGNED FOR USE WHEN THE GROUND SURFACE IS FROZEN. TI#1' SHALL COLLECT STORMWATER RUNOFF FROM ALL AREAS OF PROPOSED ROAD AND
STORMWATER DISCHARGES FROM CONSTRUCTION ACTMTY - PERMIT No. GP- 02 -01. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 UTILITY CONSTRUCTION. BASINS SHALL HAVE A MINIMUM VOLUME OF 3,800 CUBIC FEET FOR IN NO CASE MORE THAN 14 DAYS
HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE Z PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL EACH ACRE OF TRIBUTARY AREA. BASINS SHALL ALLOW COLLECTED WATER TO FILTER
Z THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH THE TERMS HOUR WORKABLE AST CONDITION. THE SEDIMENT CONTROL FENCING AROUND THE PERIMETER Z STABIUZA71ON OF GRASS AREAS INCLUDES HYROSEEDING USING I ,
OF THE NYS DEC SPDES GENERAL PERMIT FOR STORMWATER DISCHARGES OF THE CONSTRUCTION SITE AT THE EDGE OF EXISTING NATIVE VEGETATION AND INTO THE EXISTING SANDY SOIL IF NECESSARY CLEAN SEDIMENT OUT OF BASINS TO I
MAINTAIN THEIR INFILTRATIVE CAPABILITY. TACNOFIER ON SLOPES OVER 5:1 OR SEEDING AND INSTALLING
FROM CONSTRUCTION ACTIVITY - PERMIT No. OP- 02 -01. COPIES OF THE GE=NERAL PERMIT 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A ONLY BASIS AS INDICATED ON THE PLANS AND DETAILS. A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE
ARE AVAILABLE BY CAWING DEC (518) 402 -8109. TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. {
3. A NOTICE OF INTENT (NCI) MUST SUBMITTED TO DEC PRIOR TO INITIATING WORK. 4. ANY STOCKPILES O' FILL. TOPSOIL. EXCAVATED MATERIAL SHALL BE COVERED OR 3. CONSTRUCTION SHALL BE PHASED TO LIMIT THE AMOUNT OF AREA DISTURBED AT ANY 7. CONSTRUCTION OF THE SUDIVISION INFRASTRUCTURE CAN THEN PROCEED INCLUDING: ON SLOPES OVER 4:1 INSTALL EROSION CONTROL BLANKET - NORTH AMERICAN
ONE TIME. PHASE 1 WILL BE THE CONSTRUCTION OF THE SUBDIVISION INFRASTRUCTURE GRADING AND PLACEMENT OF FILL, INSTALLATION OF ALL UNDERGROUND UT9flIES, GREEN S-75 OR EQUAL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS T
4, THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS SP -1 TO SP -7 AND THE CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. PLUS THE CONSTRUCTION OF ONE (1) HOUSE PHASE 2 WILL BE THE CONSTRUCTION OF INSTALLATION OF STORM DRYWELLS AND STORM SEWERS, AND ROADWAY CONSTRUCTION.
STORMWATER MANAGEMENT REPORT. THE REMAINDER q' THE HOUSES & FOLLOWING COMPLETION OF THE STORM DRYWEILS, THE CONTRACTOR SHALL INSTALL SILT CERTIFICATION STATEMENT -
5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE FENCE UPSTREAM OF THE DRYMEL S ARID INSTALL FILTER FABRIC UNDER THE ORATES TO PREVENT TO BE SIGNED BY OONTACTOR PERFORMING THE SITE CONSTRUCTION
ENGINEER CONDUCT C ASSESSMENT T THE SITE AND CERTIFY R SHALL
INSPECTION 4. ROADWAY AND UTILITY CONSTRUCTION SHALL BE SUBSTANTIALLY COMPLETED AND STORMWATER AND SILT FROM ENTERING THE DRYMELLS UNTIL THE ROAD PAVEMENT IS COMPLETE _I.
REPORT THAT THE APPROPRIATE EROSION AND 7E AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY STABILIZED PRIOR TD THE CLEARING OR DISTURBANCE OF ANY MORE THAN ONE HOUSE AND ROADSIDE AREAS HAVE BEEN TOPSOILED, SEEDED AND GRASS IS ESTABLISHED. I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO
REPORT T THE AP COMMENCEMENT O' CONSTRUCTION. THE CONTROLS HAVE SHALL MINCE SITE AT NO TIME WRING THE CONSTRUCTION SHALL THE TOTAL DISTURBED AREA COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE
WEEKLY SITE INSPECTIONS ALL ONS AND INSPECTIONS WITHIN 24 HOURS OF A STORM EVENT BE MORE THAN 5 ACRES. 9. FOLLOWING COMPLETION OF L PLAITING AND THE ESTABLISHMENT OF ALL GRASS CONSTRUCTION SITE IDENTIFIED IN SUCH SWPPP AS A CONDITION OF
OF 0.5 INCHES OR GREATER AND SHALL PREPARE A REPORT AS REQUIRED BY THE GP- 02 -01. AREA$ REMOVE ANY COLLECTED SEDIMENT, REMOVE THE SEGMENT AUTHORIZATION TO DISCHARGE STORMWATER. 1 ALSO UNDERSTAND THAT -
8. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG 5. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS CONTROL FENCING, REMOVE ANY DEBRIS FROM THE PERIMETER OF THE SITE AND 01920M THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS O I
BOOK, CONTAINED ON SITE AND AVAILABLE E OR THE PERMITTING ION RE O UPON REQUEST. AS DETAILED IN THE LOCATION OF THE PERMANENT ROADWAY ENTRANCE OF ALL WASTE MATERIAL IN A LEGAL MANNER. THE N.Y.S. POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES)
7. AT COMPLETION d' CONSTRUCTION, THE CONTRACTOR SHALL PERFORM A FINAL GENERAL PERMIT FORTIS STORMWAIER
UNLAWFUL DISCHARGES FROM CONSTRUCTION _
ACTIVITIES AND THAT IRIS UNLAWFUL FOR ANY PERSON TO CAUSE OR 1 I
INSPECTION M CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS
THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED.
ULP N CERTIFIC ION OF COMPLETION A NOTICE O' TERMINATION (NOT) SIRNI BE
I
PHASE 2
LOT CONSTRUCTION ____ -- - ^-- --- -_- _
SEDIMENT CONTROL FENCE
DOWN GRADE OF ALL
\� DISTURBED GROUND I Y'iJ 3r
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AIDS N/F OF 1 J `' �I ti 1
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LANDS N/F OF
TRA -TOM DEVELOPMENT, INC.
1416/57
51 LT FENCE
LANDS N/F OF
FREDERICK PFIITZE
30081112
LANDS N/F OF
I LANDS N/F OF
RONALD BACON
1096/52
10' min. 40' min.
o FILTER FABRIC STONE OVER
COMPACTED SI1LiGRADE AND
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EXISTING
z GROUND
X '
W
CONSTRUCTION SPEaFICATIONS
PL 1. STONE SZE - USE NO. 4 STONE
2. LENGTH AS REQUIRED BUT NOT LESS THAN W.
3. THICKNESS NOT LESS THAN 10".
4. WIDTH: 24' MN WK BUT NOT LESS THAT 1HE FULL WIDTH
AT POINTS WHERE INGRESS OR EGRESS OCCURS
5. GEOTE XTILE FABRIC: WILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING STONE.
6. SURFACE WATER: MAINTAIN FISTING SURFACE RUNOFF OF STORMWATER.
7. MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLAWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY-
THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS DEMAND AND REPAIR AND /OR CLEANING OF ANY MEASURES USED
TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR DEPOSITED
ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
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
ON AN AREA OF STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT
TRAPPING DEVICE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN.
CONSTRUCTION ROAD ENTRANCE
NOT TO SCALE
36" FENCE POST, 10' oc MAX
DRIVEN 16" MIN INTO GROUND
WOVEN WIRE FENCE W/ FILTER CLOTH OVER
MIN 14 1/2 GAUGE, MAX. 6 MESH SPACING)
MBED IN GROUND 8" MIN.
UNDISTURBED GROUND
TER CLOTH OVER
6" MESH SPACING)
CORY MCDONALD
1300/93
PHASE 1
ROAD CONSTRUCTI
aim
LANDS Nib OF
COBYMCDONAL
LANDS N/F OF
DKC HOLD INC. °
LANDS N/F OF S N OF 3486147
COBYMCDONALD DK HOLDIN S, WC.
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Map Submitted on Monday, December 17, 2012
AV 52-20112 L.ARIC Development
This is additional information for review
at the January 16, 2013 ZBA meeting.
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Scale: 1" = 100'
S -6
SHEET 7 OF 7
IARIC D? ??
DWG. NO. 99241
ENG. JOB #46257