CB Type "C' TF=495.45 Inv (S) 18" CMP=492.30 Inv (N) 8" HDPE=492.46
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Inv 8" HDPE=492.96
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Box Wire Fence
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Gravel Driveway
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Gravel Driveway
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T-Bar Rec
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Drill Hole Rec
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Bollard
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Existing Tree Line
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Approximate Property Line
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Log Pile
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Limits of Inland Wetlands Delineated By: Demian S. Sorrentino, C.S.S.
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Box Wire Fence
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18"FLD END INV=492.0
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8'-18"HDPE S=0.0375
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225'- GRASS SWALE S=0.0093
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NEW INV (N) 18" HDPE=492.30
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TO BE REMOVED
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REMOVE EXISTING 8" HDPE, REBUILD CONCRETE BLOCK CATCH BASIN FOR NEW 18" HDPE AND SEAL NEW PIPE W/ NON-SHRINK MORTAR
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RIPRAP SCOUR BASIN (SEE DETAIL)
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x 489.75489.75
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x 489.50489.50
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x 491.25491.25
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490
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PERMANENT DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF VOLUNTOWN AREA = 486± SQUARE FEET (0.01± ACRES)
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x 490.25490.25
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x 490.75490.75
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x 490.50490.50
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x 491.50491.50
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STAKED HAY BALES AT LIMIT OF CONSTRUCTION
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491
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492
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TEMPORARY CONSTRUCTION EASEMENT W/ PERMANENT RIGHTS TO DRAIN IN FAVOR OF THE TOWN OF VOLUNTOWN AREA = 4,843± SQUARE FEET (0.11± ACRES)
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CLEAR AND GRUB TO LIMITS OF TEMPORARY CONSTRUCTION EASEMENT (TYP)
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Porter
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Pond
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SF
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1. SUBDIVISION, DOUGLAS W. & DONNA BROWN, VOLUNTOWN AND STERLING, CONNECTICUT, SCALE: 1"=20', DATED: JANUARY 1984, MAP FILE #86. 2. LOT RECONFIGURATION SURVEY, PREPARED FOR BRUCE & DEBORAH MAYNARD, CONGDON ROAD, VOLUNTOWN, CONNECTICUT, SCALE: 1"=20', DATED: MAY 2017, LAST REVISED: MARCH 1, 2018, MAP FILE #449, PREPARED BY: ERIC SEITZ,
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1 inch = ft.
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( IN FEET )
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0
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40
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20
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20
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20
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10
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SITE LOCATION
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JOHN U. FAULISE JR. L.S. LICENSE NO. DATE
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"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON."
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70016
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I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD.
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DEMIAN A. SORRENTINO, C.S.S. DATE
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± MORE OR LESS MORE OR LESS TYP TYPICAL TYPICAL PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE S.F. SQUARE FEET SQUARE FEET CB CATCH BASIN CATCH BASIN TF TOP OF FRAME TOP OF FRAME INV INVERT INVERT MB MAILBOX MAILBOX W/ WITH WITH W/F WOOD FRAME WOOD FRAME WF #1 WETLAND FLAG WETLAND FLAG REC RECOVERED RECOVERED EVS EVERSOURCE EVERSOURCE CL&P CONNECTICUT LIGHT AND POWER CONNECTICUT LIGHT AND POWER N/F NOW OR FORMERLY NOW OR FORMERLY x 200.0 EXISTING SPOT ELEVATION EXISTING SPOT ELEVATION x 200.0 PROPOSED SPOT ELEVATION 200.0 PROPOSED SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR TREE LINE PROPOSED TREE LINE STONEWALL STONEWALL REMAINS OVERHEAD WIRES ANGLE POINT IRON PIN DRILL HOLE FENCE POST UTILITY POLE GUY WIRE CATCH BASIN SIGN WETLAND FLAG TEST HOLE
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1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300B-1 THROUGH 20-300B-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A TOPOGRAPHIC SURVEY AND CONFORMS TO HORIZONTAL CLASS B AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR A STORMWATER SYSTEM DESIGN. 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON NOVEMBER NOVEMBER 7, 2018. 3. VERTICAL DATUM DEPICTED HERE ON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON NOVEMBER NOVEMBER 7, 2018. . 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED BY OTHERS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. CONTACT "CALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS. 5. THE FIELD SURVEY WAS COMPLETED ON NOVEMBER 7, 2018, LAND RECORD AND RELATED NOVEMBER 7, 2018, LAND RECORD AND RELATED LAND RECORD AND RELATED RESEARCH WAS COMPLETED IN NOVEMBER 2018.
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29102
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DAVID C. McKAY, P.E. LICENSE NO. DATE
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DEEP TEST PITS WERE WITNESSED AND RECORDED BY DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC ON 12/3/18. (NOTE: 0.62" OF RAIN ON 12/2/18 CAUSING ELEVATED GW)
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TP#1 0 - 16” DARK BROWN TOPSOIL DARK BROWN TOPSOIL 16 - 37” BROWN MEDIUM SANDY LOAM BROWN MEDIUM SANDY LOAM 37 - 96” GRAY FINE SILTY SAND (HEAVY REDOX) GRAY FINE SILTY SAND (HEAVY REDOX) NO LEDGE, REDOX @ 37", GROUNDWATER SEEP @ 26" TP#2 0 - 14” DARK BROWN TOPSOIL DARK BROWN TOPSOIL 14 - 37” BROWN MEDIUM SANDY LOAM BROWN MEDIUM SANDY LOAM 37 - 72” GRAY FINE SILTY SAND (HEAVY REDOX) GRAY FINE SILTY SAND (HEAVY REDOX) NO LEDGE, REDOX @ 37", GROUNDWATER SEEP @ 27"
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9' MIN
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9" MIN
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20' TYP
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5:1 SLOPE
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9 IN
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7.5 FT
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9 FT
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F
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B
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C
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PIPE
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18"
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RIPRAP GRADATION
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C
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STORM DISCHARGE PIPE
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Sp
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1' 1' MIN.
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B
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12" THICK MODIFIED RIP-RAP PREFORMED SCOUR HOLE WITH 6" PROCESSED GRAVEL BASE AND FILTER FABRIC (SEE "TYPICAL MODIFIED RIPRAP SECTION")
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3H:1V
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3H:1V
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3H:1V
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3H:1V
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3Sp
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2Sp
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Sp
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F = DEPRESSION DEPTH
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MODIFIED
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EROSION CONTROL BLANKET NORTH AMERICAN GREEN S150BN OR EQUAL INSTALLED PER MANUFACTURER REQUIREMENTS
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6"LOAM & SEED (MIN)
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MODIFIED RIPRAP
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COMPACTED SUBGRADE
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12" MIN.
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6"
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COMPACTED PROCESSED GRAVEL FILL
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MIRAFI 140N GEOTEXTILE OR EQUAL
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NOTES: 1. TO BE USED AT PIPE DISCHARGES.TO BE USED AT PIPE DISCHARGES.
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NOTES: 1. SEE PLAN FOR DESIGN ELEVATIONS. SEE PLAN FOR DESIGN ELEVATIONS. 2. SEED MIX SHALL BE 48% CREEPING RED FESCUE, 4% REDTOP, AND 48% TALL FESCUE (SEED SEED MIX SHALL BE 48% CREEPING RED FESCUE, 4% REDTOP, AND 48% TALL FESCUE (SEED MIX 2, FIGURE PS-3, 2002 CT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL). SEED RATE SHALL BE 1.05 POUNDS PER 1,000 SQUARE FEET OF DISTURBED AREA, SEEDED IN EACH DIRECTION (TOTAL OF 2.10 POUNDS PER 1,000 SQUARE FEET OF DISTURBED AREA.
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TRENCH WIDTH (4' TYP)
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6"
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18"
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W/2
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6"
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6"
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W/2
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HALF SECTION IN EARTH
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HALF SECTION IN ROCK
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COMPACTED SUBGRADE
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LIMITS OF EXCAVATION
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COMPACTED 3/4" CRUSHED STONE
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WHERE REQUIRED FILTER FABRIC SHALL BE PLACED AGAINST UNDISTURBED MATERIAL
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UNDISTURBED MATERIAL
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TRACER TAPE
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FINISHED GRADE
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NO ROCK OR UNEXCAVATED MATERIALS SHALL PROJECT BEYOND THIS LINE
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COMPACTED 3/4" CRUSHED STONE
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LIMITS OF ROCK EXCAVATION & BACKFILL
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NOTES: 1. THE TOP 12" OF TRENCH BACKFILL IN TRAVELED WAYS SHALL BE COMPACTED PROCESSED GRAVEL.
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ELEVATION
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SECTION
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FLOW
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BACKFILL & COMPACT EXCAVATED FILL ALONG BALE
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EXCAVATE TRENCH 4" AND PLACE FILL UP-SLOPE OF TRENCH
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EXISTING GRADE
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(2)-2"x2"x3' STAKES OR REBAR PER BALE
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PLACE BALE AND STAKE FIRST STAKE AT ANGLE TOWARDS PREVIOUS LAID BALE. STAKES ARE 18" MIN. INTO GROUND
CB Type "C' TF=495.45 Inv (S) 18" CMP=492.30 Inv (N) 8" HDPE=492.46
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Inv 8" HDPE=492.96
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Box Wire Fence
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Gravel Driveway
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Gravel Driveway
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T-Bar Rec
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Drill Hole Rec
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Bollard
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Existing Tree Line
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Approximate Property Line
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Log Pile
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Limits of Inland Wetlands Delineated By: Demian S. Sorrentino, C.S.S.
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Box Wire Fence
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TEMPORARY CONSTRUCTION EASEMENT W/ PERMANENT RIGHTS TO DRAIN IN FAVOR OF THE TOWN OF VOLUNTOWN AREA = 4,843± SQUARE FEET (0.11± ACRES)
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24.0'
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24.0'
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20.0'
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242.2'
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242.2'
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20.0'
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PERMANENT DRAINAGE EASEMENT IN FAVOR OF THE TOWN OF VOLUNTOWN AREA = 486± SQUARE FEET (0.01± ACRES)
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Porter
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Pond
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SF
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1 inch = ft.
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( IN FEET )
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0
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40
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20
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20
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20
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10
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SITE LOCATION
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JOHN U. FAULISE JR. L.S. LICENSE NO. DATE
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"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON."
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70016
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I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD.
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DEMIAN A. SORRENTINO, C.S.S. DATE
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± MORE OR LESS MORE OR LESS TYP TYPICAL TYPICAL PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE S.F. SQUARE FEET SQUARE FEET CB CATCH BASIN CATCH BASIN TF TOP OF FRAME TOP OF FRAME INV INVERT INVERT MB MAILBOX MAILBOX W/ WITH WITH W/F WOOD FRAME WOOD FRAME WF #1 WETLAND FLAG WETLAND FLAG REC RECOVERED RECOVERED EVS EVERSOURCE EVERSOURCE CL&P CONNECTICUT LIGHT AND POWER CONNECTICUT LIGHT AND POWER N/F NOW OR FORMERLY NOW OR FORMERLY x 200.0 EXISTING SPOT ELEVATION EXISTING SPOT ELEVATION x 200.0 PROPOSED SPOT ELEVATION 200.0 PROPOSED SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING CONTOUR PROPOSED CONTOUR TREE LINE PROPOSED TREE LINE STONEWALL STONEWALL REMAINS OVERHEAD WIRES ANGLE POINT IRON PIN DRILL HOLE FENCE POST UTILITY POLE GUY WIRE CATCH BASIN SIGN WETLAND FLAG TEST HOLE
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DEEP TEST PITS WERE WITNESSED AND RECORDED BY DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC ON 12/3/18. (NOTE: 0.62" OF RAIN ON 12/2/18 CAUSING ELEVATED GW)
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TP#1 0 - 16” DARK BROWN TOPSOIL DARK BROWN TOPSOIL 16 - 37” BROWN MEDIUM SANDY LOAM BROWN MEDIUM SANDY LOAM 37 - 96” GRAY FINE SILTY SAND (HEAVY REDOX) GRAY FINE SILTY SAND (HEAVY REDOX) NO LEDGE, REDOX @ 37", GROUNDWATER SEEP @ 26" TP#2 0 - 14” DARK BROWN TOPSOIL DARK BROWN TOPSOIL 14 - 37” BROWN MEDIUM SANDY LOAM BROWN MEDIUM SANDY LOAM 37 - 72” GRAY FINE SILTY SAND (HEAVY REDOX) GRAY FINE SILTY SAND (HEAVY REDOX) NO LEDGE, REDOX @ 37", GROUNDWATER SEEP @ 27"
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1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300B-1 THROUGH 20-300B-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A TOPOGRAPHIC SURVEY AND CONFORMS TO HORIZONTAL CLASS B AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR A STORMWATER SYSTEM DESIGN. 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON NOVEMBER NOVEMBER 7, 2018. 3. VERTICAL DATUM DEPICTED HERE ON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) BASED GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON NOVEMBER NOVEMBER 7, 2018. . 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED BY OTHERS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. CONTACT "CALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OPERATIONS. 5. THE FIELD SURVEY WAS COMPLETED ON NOVEMBER 7, 2018, LAND RECORD AND RELATED NOVEMBER 7, 2018, LAND RECORD AND RELATED LAND RECORD AND RELATED RESEARCH WAS COMPLETED IN NOVEMBER 2018.
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1. SUBDIVISION, DOUGLAS W. & DONNA BROWN, VOLUNTOWN AND STERLING, CONNECTICUT, SCALE: 1"=20', DATED: JANUARY 1984, MAP FILE #86. 2. LOT RECONFIGURATION SURVEY, PREPARED FOR BRUCE & DEBORAH MAYNARD, CONGDON ROAD, VOLUNTOWN, CONNECTICUT, SCALE: 1"=20', DATED: MAY 2017, LAST REVISED: MARCH 1, 2018, MAP FILE #449, PREPARED BY: ERIC SEITZ,
