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Home My WebLink About200 Long Pond Drive - Sewage Disposal System1 ii 00 oop°° 0 00 0°0 °0 °° °°°°°°° on o00 00000oooooo ooooo LOAMYAN 2. 11/17/99 RESERVE AREA B C1 SAND 2.5YR 6/4 SAND 2.5YR 6/3 C2 7 3 C2 SILT C 2.5YR LOAM 3 7/3 Q C4 SAND 2.5YR 6/3 0° 00 0 0 ii LEACHING TRENCH DETAIL: NOT TO SCALE 1 20.00' °°oo o 0 00 0 0 o 0 0 0 o 0 0 00,000 0 0 0 0 0 0 o° 1 00 oop°° 0 00 0°0 °0 °° °°°°°°° on o00 00000oooooo ooooo LOAMY SAND 2. 11/17/99 RESERVE AREA B SAND 2.5YR 6/3 T C1 LOAM C2 7 3 OF HEALTH REGULATIONS. C3 SAND 2.5YR 6/3 4. THERE ARE NO KNOWN PRIVATE WELLS Q LEACHING TRENCH DETAIL: NOT TO SCALE 1 20.00' °°oo o 0 00 0 0 o 0 0 0 o 0 0 00,000 0 0 0 0 0 0 o° 1 00 oop°° 0 00 0°0 °0 °° °°°°°°° on o00 00000oooooo ooooo 1. 10/22/99 HAY BALES 2. 11/17/99 RESERVE AREA GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND 28'LEACHING T 2. ALL CONSTRUCTION METHODS AND PLAN VIEW CHAMBERS OF HEALTH REGULATIONS. 111111111111111111111111111111111111177777777777777777 COMPACTED FILL 3' MAXIMUM - 9" MINIMUM 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS 00 PROPOSED LEACHING FACILITY NOR " PCV PIPE 150' OF ANY KNOWN LEACHING FACILITY. 0° 00 0 0 1 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: O O ' 00 � REMOVE <5 % OF No. 4 SIEVE SHALL 00 0 0 00 0 O o° 52" 12' 0 0000 CULTEC 330 0 ==10c 0 AND THE APPLICABLE UTILITY o �0 DIG—SAFE SHALL BE NOTIFIED PER IF APPUCA13LE STATUTE CHAPTER 82, SECTION 409 AT TEL 1-800-322-4844. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE DESIGN CRITERIA: DESIGN FLOW: 3 BEDROOMS AT110G.P.B./D 330 G.P.D. NO GARBAGE GRINDER REQUIRED SEPTIC TANK: 330 X 200% = 660 GAL SEPTIC TANK PROVIDED: = 1500 GAL. LOT 6 SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0.74 G.P.D/S.F.' HIGH POINT OF ROAD ELEVATION = 20.4' .&A"_ SIZE OF LEACHING FACILITY PROVIDED: 330 GPD — 0J4 SF/GPD = 446 S.F. USE PLASTIC LEACHING GALLEYS 12'X2'X28' SIDEWALL 2(12'+281) X 2 = 160 BOTTOM = 12' X 28' 336 496 S.F. 496 S.F X 0,75S,F GPD = 367GPD ,LOCUS PLAN: NO SCALE LONG POND ' VINSLOW GRAY RD. ,"LOCUS O RILE pQq q N �4&1 28 CJ O2C� J REVISIONS 0 0 0 0 0 0 0 0 00 0 0 0 o 0 0 0 0 0 0 1. 10/22/99 HAY BALES 2. 11/17/99 RESERVE AREA GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND 28'LEACHING DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND PLAN VIEW CHAMBERS OF HEALTH REGULATIONS. 111111111111111111111111111111111111177777777777777777 COMPACTED FILL 3' MAXIMUM - 9" MINIMUM 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 0 0 0 0 0 0 PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE 00 0 0 00%00 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: O O ' 00 � REMOVE <5 % OF No. 4 SIEVE SHALL 00 0 0 00 0 O SIEVE </-6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. 0000 CULTEC 330 0 COORDINATING THE PROPOSED CON— MATERIAL 5' ALL AROUND AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE �0 DIG—SAFE SHALL BE NOTIFIED PER IF APPUCA13LE STATUTE CHAPTER 82, SECTION 409 AT TEL 1-800-322-4844. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE 46" LOCATION AND INVERTS OF UTILITIES 52" 46" B. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. 5' RECOMMENDED DUE TO RECOGNIZED 12' 5' 22' CROSS—SECTION OF CHAMBER WEST YARMOUTH, MA 02673 (508) 778-8919 INVERT ELEVATIONS: SElvldAGE DISPOSAL SYSTEM DESIGN FINISHED FIRST FLOOR 23.0' S. YARMOUTH 4" INVERT AT BUILDING 17.8 0 oa 4" INVERT AT SEPTIC TANK (IN) 17.6 - z 4" INVERT AT SEPTIC TANK (OUT) 17.3 GRAND COVE LANDING 4" INVERT AT DIST. BOX (IN) 17.1 DATE: 9/22/99 4" INVERT AT DIST. BOX (OUT) 16.9 " I x INVERTS AT LEACHING FACILITY: FILE NO. 8100—SEP.DWG DWG NO. 5166-01 SHEET 1 OF 1 JOB NO. 4-8100.001 4" INVERT AT BEGINNING OF LEACHING CHAMBER 16.7 0 CO cq ELEVATION AT BOTTOM NOF LEACHING CHAMBER 14.7 0. NO GROUNDWATER OBSERVED ADJ. GROUNDWATER 8.65 DESIGN CRITERIA: DESIGN FLOW: 3 BEDROOMS AT110G.P.B./D 330 G.P.D. NO GARBAGE GRINDER REQUIRED SEPTIC TANK: 330 X 200% = 660 GAL SEPTIC TANK PROVIDED: = 1500 GAL. LOT 6 SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0.74 G.P.D/S.F.' HIGH POINT OF ROAD ELEVATION = 20.4' .&A"_ SIZE OF LEACHING FACILITY PROVIDED: 330 GPD — 0J4 SF/GPD = 446 S.F. USE PLASTIC LEACHING GALLEYS 12'X2'X28' SIDEWALL 2(12'+281) X 2 = 160 BOTTOM = 12' X 28' 336 496 S.F. 496 S.F X 0,75S,F GPD = 367GPD ,LOCUS PLAN: NO SCALE LONG POND ' VINSLOW GRAY RD. ,"LOCUS O RILE pQq q N �4&1 28 CJ O2C� J REVISIONS NO. DATE DESCRIPTION 1. 10/22/99 HAY BALES 2. 11/17/99 RESERVE AREA GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL. 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING SIEVE ANALYSIS: 10% (MAX) BY WT. SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 % OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT 0 No. 4 SIEVE </-6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON— SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON— STRUCTION ACTIVITY WITH DIG—SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM IN SERVICE. DIG—SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-800-322-4844. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. B. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT . RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. The BSC Group, Inc. 657 ROUTE 28, (UNIT 6) � WEST YARMOUTH, MA 02673 (508) 778-8919 PROJECT TITLE: SElvldAGE DISPOSAL SYSTEM DESIGN #zoo LONG POND DRIVE S. YARMOUTH 0 oa L� z PREPARED FOR: ( / GRAND COVE LANDING 464 MAIN STREET WEST DENNIS, MA 02670 DATE: 9/22/99 COMP. DESIGN: S. A. W. CHECK: S. A. W. DRAWN: K. J. H. - FIELD: P. H. ,/ A. D. FILE NO. 8100—SEP.DWG DWG NO. 5166-01 SHEET 1 OF 1 JOB NO. 4-8100.001