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GENERAL CONSTRTJCT !2E
IZF GENERAL, EROSION ANO SEDIMENTATION CONTROL AND RES'T'ORATION
MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL - CONNECTICUT" PUBLISHED BY(,THE CONN. COUNCIL ON
SOIL AND WATER CONVERSATION, JANUARY 1985 AN TO THE TOWN OF
MONTVILLE REQUIREMENTS.
INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS HAY BALES AND
SILT FENCES SHALL BE ESTABLISHED PRIOR TO COMMENCING LAND
DISTURBANCE ACTIVITIES. ALL SEDIMENT AND EROSION CONTROL
STRUCTURES MUST BE MONITORED AMD MAINTAINED BY THE CONTRACTOR UNTIL
THE SOIL SURFACE IS STABILIZED.
IF NECESSARY, LATERAL WATER DIVERSIONS SHALL BE INSTALLED ACROSS
THE GRADED ROADWAY TO PREVENT DOWNSLOPE OUTWASH AND EROSION.
CATCH BASINS SHALL BE PROTECTED FROM SEDIMENTATION BY STAKED HAY
BALES OR SILT FENCES UNTIL ALL AREAS ARE PERMANENTLY VEGETATED OR
STABILIZED. '
ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE LOA.MED WITH 4" OF'
TOPSOIL, SEEDED WITH PERENNIAL FINE -TEXTURED GRASSES @ 21 LBS, PER
1000 S.F. AND MULCHED WITH STRAW @ 100 LBS. PER 1000 S.F. OR
STABILIZED WITH JUTE NETTING.
THE PLACEMENT AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES AND RESTORATION METHODS AND OVERA:,L SITE MAINTENANCE SHALL
BE SUBJECT TO REVIEW AND AMENDMENT BY THE TOWN OF MONTVILLE.
CATCH BASIN SUMPS SHALL BE CLEANED OF SILT PERIODICALLY DURING
CONSTRUCTION.
TREE CLEARING SHALL BE CONFINED TO THAT AREA NECESSARY FOR THE
CONSTRUCTION. THE LIMIT OF CLEARING SHALL BE FLAGGED BY THE
APPLICANT PRIOR TO'THE INITIATION OF TREE CUTTING._
ROAD GRADING SHALL BE DONE IN STAGES TO PREVENT THE CREATION OF
EXTENSIVE EROSIVE SURFACES.
ALL CONSTRUCTION METHODS TO CONFORM TO CONN. D.O.T. FORM 813 AND/OR
TOWN OF MONTVILLE SPECIFICATIONS.
ALL UTILITIES TO BE INSTALLEa UNDERGROUND.
EXISTING TREES TO BE SAVED SHALL BE ADEQUATELY PROTECTED TO AVOID
TRUNK & ROOT DAMAGE DURING CONSTRUCTION•,
THE LOCATION OF ALL EXISTING UTILITIES SHOWN IS APPROXIMATE. THE
CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE LOCATION OF EXISTING
UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND FOR COORDINATING
CONNECTION OF PROPOSED AND EXISTING UTILITIES.
THIS SITE PLAN IS FOR THE DEVELOPMENT OF A SENIOR CITIZENS CENTER
AND NECESSARY PARKING AREAS.
THE EXISTING SITE IS MODERATELY SLOPING PAXTON-MONTAUK STONEY SOILS
COVERED WITH NUMEROUS OAK AND MAPLE TREES TO 12 :INCH DIAMETER. THE'',
UNDERGROWTH IS LIGHT, CONSISTING MOSTLY OF BRIARS AND POISON .IVY
AND FERNS.
THE CONSTRUCTION SCHEDULE IS SHOWN AT THE LEFT. THE ACTUAL
STARTING AND COMPLETION DATES DEPEND ON THE DATE OF FINAL APPROVAL.
2 TEMPORARY MULCHING IS TO PREVENT EROSION BY PROTECTING THE EXPOSED
SOIL SURFACE AND TO AID IN THE GROWTH OF VEGETATION BY CONSERVING
AVAILABLE MOISTURE, CONTROLLING WEEDS AND PROVIDING PROTECTION
AGAINST EXTREME HEAT AND COLD. t.
AREAS WHICH CANNOT BE SEEDED WITHIN THE SEEDING DATES (APRIL 1
THROUGH JUNE 1; AUGUST 15 THROUGH SEPTEMBER 1) SHALL BE MULCHED TO
PROVIDE TEMPORARY PROTECTION TO THE SOIL SURFACE. AN ORGANIC MULCH
OTHER THAN WOOD FIBER ALONE SHALL BE USED, AND THE AREA THEN SEEDED
AS SOON AS SEEDING DATES PERMIT•
MULCH WILL BE USED WHEN TREE, SHRUB AND GROUND COVER PLANTINGS DO
NOT PROVIDE ADEQUATE EROSION PROTECTION.
I
ORGANIC MULCHES INCLUDE HAY AND STRAW WHICH ARE FREE OF WEED SEEDS,
SHREDDED CORN STALKS, WOOD CHIPS, BARK OR SHAVINGS, SAWDUST, WOOD,
EXCELSIOR AND WOOD FIBER.
MULCH MATS MAY ALSO BE USED ACCORDING TO MANUFACTURERS
RECOMMENDATIONS.
MULCH ANCHORING OR MULCH MATS WILL BE USED ON SLOPES GREATER THAN 3
PERCENT AND CONCENTRATED FLOW AREAS SUCH AS SWALES. ANCHORING OF
STRAW HAY MULCH WILL OCCUR IMMEDIATELY AFTER SPREADING TO PREVENT It
WIND BLOWING.
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