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Home My WebLink About118 Pleasant Street Sewage Disposal Sytem DesignSOIL TEST PIT DATA: 8/10/2000 SEPTIC TANK DETAIL: 2,000; jALLON H-20 DISTRIBUTION BOX' DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE H-20 LOADING H-20 LOADING Z,x NOT" TO SCALE 1 32' TEST PIT, L_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON: MREMOVABLE�OVERw DUTY N0. OF OUTLETS g NF CRETE SCHED, 40 PVC OR CAST -IN-PLACE CONCRETE. MORTAR.SLOPE OF PIPE: EXCEEDS 0.08 FT./FT OR -T' 15- IN PUMPED SYSTEM is o�o T p 00 HIGH 000 0 30" 2'¢" 0$pp POLYETHYTMLENE 00 0 0 EFFEC. coo O tNFiLTRATOR 3050 O 00 O DEPTH00 CHAMBER 00 GRD EL �� ADJ GW EL 2 9 REI ORCED Cad TEES TO BE CENTERED UNDER MANHOLE COVER. 2. SEPTIC. TANK TO WfTHSTAND H-20 LOADING 47" 50" 47" R41SHED GR jr tt " 2 WALLS NOTES: A GARBAGE GANDER JS NOT //I RECOMMENDED" DUE TO RECOGNIZED " 3. ALL PIPE CONNECTIONS AND CONCRETE SHALL BE ADVERSE IMPACTS TO THE LEACHING is•o..+n: 2' 1. DISI BOX TO WITHSTAND H-20 LOADING FLAG % 01F r % / // TheBSC Cx ,Inc. Y �T} $ LOAM SAVOY 10YR 5/8 CONSTRUCTION WATERTIGHT. 4 FILL ALL UNUSED KNOCKOUTS WITH WEST YARMOUTH, ,MA 02673 ,:•o.:• T PROJECT TITLE: PV0BARRIER 2. PROVIDE INLETTEEOR BAFFLE WHERE MORTAR.SLOPE OF PIPE: EXCEEDS 0.08 FT./FT OR -T' 15- IN PUMPED SYSTEM is EL ' 11.0T 2-24" DIA C.I. (60p MIN, MANHOLE COVERS w 3' TEE TO BE UNDER BROUGHT TO FINISH GRADE 6 5,5" OUTLETS 8 l 3. FIRST TWO FEET OF PIPE OUT OF DIST. 35 ° + " SAND 25YR 6/6 M.H. OPENING t " MIN. "o " a T BOX TO BE LAID LEVEL PLAN VIEW - LEACHING CHAMBERS q 4 C1 4$ 6" 'm L.- 2" 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE' WATERTK;}!T. LOAM & SEED DISTURBED AREAS Q• ,p 5' 60" RAISE M.H W 6" BOTTOM ON LEVEL 11'-O" 6" MIN. 3//4" TO SEWER BRICK a . -o- •:. :a STABLE BASE 1 1/2' CRUSHED S. FILL ALL UNUSED KNOCKOUTS WITH MORTAR, 1 6' IV D 1 &MORTAR i2 CROSS-SECTION STONE BASE 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M ■U. NORMAL WATER.LEVEL 3" 00 00000 000 000 000 0 st INDICATES c 8• C2 -v OBSERVED' PRECAST SEPTIC TANK 1D" 2D' 7T SAND 2sYR !i/3 - GROUND WATER �� TEE 6 -4 6'-1" L -'5v. -4w MIN. �70' EL = 2.9' - INDICATESUID DEPTH �)�.ESTIMATED SEASONAL HIGH _WET. SAND - NO STANDING GROUND WATER:'•' . CFO o�o T p 00 HIGH 000 0 30" 2'¢" 0$pp POLYETHYTMLENE 00 0 0 EFFEC. coo O tNFiLTRATOR 3050 O 00 O DEPTH00 CHAMBER 00 : 47" 50" 47" 4" PVC: (PERF) A GARBAGE GANDER JS NOT //I RECOMMENDED" DUE TO RECOGNIZED 4" PVC PIPE ADVERSE IMPACTS TO THE LEACHING 4• PVC LEACHING CHAIVBER EL ' 11.0T 2-24" DIA C.I. (60p MIN, MANHOLE COVERS w 3' TEE TO BE UNDER BROUGHT TO FINISH GRADE 6 5,5" OUTLETS 8 l 3. FIRST TWO FEET OF PIPE OUT OF DIST. 35 ° + " SAND 25YR 6/6 M.H. OPENING t " MIN. "o " a T BOX TO BE LAID LEVEL PLAN VIEW - LEACHING CHAMBERS q 4 C1 4$ 6" 'm L.- 2" 4. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE' WATERTK;}!T. LOAM & SEED DISTURBED AREAS Q• ,p 5' 60" RAISE M.H W 6" BOTTOM ON LEVEL 11'-O" 6" MIN. 3//4" TO SEWER BRICK a . -o- •:. :a STABLE BASE 1 1/2' CRUSHED S. FILL ALL UNUSED KNOCKOUTS WITH MORTAR, 1 6' IV D 1 &MORTAR i2 CROSS-SECTION STONE BASE 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M ■U. NORMAL WATER.LEVEL 3" 00 00000 000 000 000 0 st INDICATES c 8• C2 -v OBSERVED' PRECAST SEPTIC TANK 1D" 2D' 7T SAND 2sYR !i/3 - GROUND WATER �� TEE 6 -4 6'-1" L -'5v. -4w MIN. �70' EL = 2.9' - INDICATESUID DEPTH �)�.ESTIMATED SEASONAL HIGH _WET. SAND - NO STANDING GROUND WATER:'•' . CFO y EL = 0.9 144 WATER OR WEEPING VISIBLE . 12 12 BOTTOM ON LEVEL STABLE BASE , TIDAL INFLUENCE � �2 • . DATE: PLAN .VIEW �i•2C.Y.! �I'�1►.aC.` 7 t/ -INDICATES N ICCA• ES 6 MIN. 3 S To CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER 8/10/2000 t t/2" SrONE ITHE BSC GROUP, INC. TEST BY. TEST 3" LAYER 3/4" -I 1 2" WASHED ST E '. CHAR OTTE STTEFEL (BARN. CO. DESIGN CRITERIA: I , . INDICATES PERC. RATE: � UNSUITABLE DESIGN FLOW: L - 2 MIN./INCH MATERIAL 4 BEDROOMS AT110G.P.B./D 440 G.P.D. Y SOIL EVALUATOR r, CRAIG A. FIELD. ---------------=---- I ---C------ -� W -7 SOIL CLASS: BENCHMARK / - - - - - - \ / k f CENTER OF CATCHBASIN ' 1 PLEASANT ^ STREET REQUIRED sEPrlc TANK: ELEVATION. 13.57 d 440 X 200%_ 880 GAL. ,. L.T.A.R. --- / i� b t\\STREET TANK PROVIDED: = 2000 AL. 9.74 G.P.D./SQ.FT.---/------/---\ EDGE OF PAVEMENT \ !l DATUMhv41.32'30"E 110.00'I/ SIZE .OF LEACHING FACILITY REQUIRED: VERTICAL DATUM: ;'N.G.V.D. CB/DH \ 140.97' DESIGN PERC. RATE: <2 MIN./ INCH BENCH MARK USED. RM -13 HYDRANT 27.42 y 3 BENCH> MARK SET:; CENTER OF CATCH BASIN 13.57' ¢ LONG TERM APPL. RATE 0.74 G.P.D/S.F. I� PROPOSED PROFILE: NOT,TO SCALE RESERVE / EL- A SIZE OF LEACHING FACILITY PROVIDED: FIRST PIPE LENGTH TOP FOUNDATION 13.3 CONCRETE COVERS TO WITHIN TO BE SET'LEVEL m X / r EE =14.2 6' OF FINISHED GRADE. FOR MIN. ?` > FLAG POLE / 1 // x s FlNISH.GRADETO 8E RELOCATED I /// 440 GPD + 0.74 SF/GPD 595 S.F. 2• MIN / / r _ o�o T p 00 HIGH 000 0 30" 2'¢" 0$pp POLYETHYTMLENE 00 0 0 EFFEC. coo O tNFiLTRATOR 3050 O 00 O DEPTH00 CHAMBER 00 : 47" 50" 47" 4" PVC: (PERF) y EL = 0.9 144 WATER OR WEEPING VISIBLE . 12 12 BOTTOM ON LEVEL STABLE BASE , TIDAL INFLUENCE � �2 • . DATE: PLAN .VIEW �i•2C.Y.! �I'�1►.aC.` 7 t/ -INDICATES N ICCA• ES 6 MIN. 3 S To CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER 8/10/2000 t t/2" SrONE ITHE BSC GROUP, INC. TEST BY. TEST 3" LAYER 3/4" -I 1 2" WASHED ST E '. CHAR OTTE STTEFEL (BARN. CO. DESIGN CRITERIA: I , . INDICATES PERC. RATE: � UNSUITABLE DESIGN FLOW: L - 2 MIN./INCH MATERIAL 4 BEDROOMS AT110G.P.B./D 440 G.P.D. Y SOIL EVALUATOR r, CRAIG A. FIELD. ---------------=---- I ---C------ -� W -7 SOIL CLASS: BENCHMARK / - - - - - - \ / k f CENTER OF CATCHBASIN ' 1 PLEASANT ^ STREET REQUIRED sEPrlc TANK: ELEVATION. 13.57 d 440 X 200%_ 880 GAL. ,. L.T.A.R. --- / i� b t\\STREET TANK PROVIDED: = 2000 AL. 9.74 G.P.D./SQ.FT.---/------/---\ EDGE OF PAVEMENT \ !l DATUMhv41.32'30"E 110.00'I/ SIZE .OF LEACHING FACILITY REQUIRED: VERTICAL DATUM: ;'N.G.V.D. CB/DH \ 140.97' DESIGN PERC. RATE: <2 MIN./ INCH BENCH MARK USED. RM -13 HYDRANT 27.42 y 3 BENCH> MARK SET:; CENTER OF CATCH BASIN 13.57' ¢ LONG TERM APPL. RATE 0.74 G.P.D/S.F. I� PROPOSED PROFILE: NOT,TO SCALE RESERVE / EL- A SIZE OF LEACHING FACILITY PROVIDED: FIRST PIPE LENGTH TOP FOUNDATION 13.3 CONCRETE COVERS TO WITHIN TO BE SET'LEVEL m X / r EE =14.2 6' OF FINISHED GRADE. FOR MIN. ?` > FLAG POLE / 1 // x s FlNISH.GRADETO 8E RELOCATED I /// 440 GPD + 0.74 SF/GPD 595 S.F. 2• MIN / / r _ m : SHED 4" PVC: (PERF) A GARBAGE GANDER JS NOT //I RECOMMENDED" DUE TO RECOGNIZED ✓ = ° y ,.4 ADVERSE IMPACTS TO THE LEACHING 4• PVC LEACHING CHAIVBER M/0 LOT 1-B " FLAG % 01F r % / // TheBSC Cx ,Inc. Y USE HI LEACHING CHA ., WEST YARMOUTH, ,MA 02673 (508) 778-8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #118.` PLEASANT STREET co MASSACHUSETTS STDEWALL = 2112'+35' RICHARD & DEBRA MARTIN 118 PLEASANT STREET BASS RIVER, MA 02664 1=G COMP. DESIGN: K. HEALY L DRAWN: P. HAGIST ADJUSTED .GROUNDWATER 2.9 J FILE NO. 8210-SEP.DWG BLITTOM _ 12' X '35 JOB NO. 4-8210.00 1=E s' LOCUS PLAN: NO SCALE H FOR TIDAL / 13.6 �Y �c� . - I=F DISOT. o i2" �� X i 608 S.F x 0,74 SF/GF •. 2000 BALLON Box 5' SEPERA710N N OAK // � _ / % _ (� ` SEPTIC TANK kms. .y ,.. NO OBSERVED GROUNDWATER PROPOSED 12'x35' S.A.S. N. / / 1A'' \\ / \1,,- < 6` STONE BASE J 80TTOM OF'TEST HOE /C jt I r� / \ 1 ,�.�/ i o PROPOSED LOCUS INFORMATION x INVERT ELEVATIONS: ADDITION,fl / o GAL p /2.000 ( I �a EXISTING , ,{ S I TOP OF FOUNDATION 15.'15' A E GAS UNE 11'3l' $� �/o� / TANj� I / CURRENT OWNER: KYLE NOMINEE TRUST TO B 1 A I .:_ 4" INVERT AT BUILDING 11.50'. B RELOCATED �/ r 1/ yc TITLE REFERENCE: DEED BOOK 11119-289 4" INVERT AT SEPTIC TANK IN 11.25' C / " ( } EXISTING' �CIS1iNG 'fr oQ PLAN REFERENCE: PLAN BOOK 106, PAGE 23 4 INVERT AT SEPTIC TANK (OUT} 11.00 D .: GiA�'EIA'� m GAS METER �6a B ry _ 4" INVERT AT DIST. BOX (IN) 10.17' Ems' ASSESSORS MAP: 51 4" INVERT AT DIST. BOX (OUT} 10,00'FYI c PARCEL: 76 RESIDENTIAL ZONE: RS -40 INV=12.7 op SETBACKS: FRONT 30' EXISTING PLUMBING C1tA10A �v SIDE 20' INVERTS AT LEACHING FACILITY: INSIDE HOUSE TO BE . °yip D REAR 20' L ` PAD / 4 -BEDROOM REPLUMBED AS SHOWN'. cn co 4" INVERT AT BEGINNING �� i CWELLING �Q MINIMUM.LOT SIZE: 40:000 S.F. OFA-EACHING,CHAMBER 9.9' G ,� '�• ,j #118 rNv GROUNDWATER `a EE ATION AT BOTTOM : h OVERLAY DISTRICT: NOT A ZONE It Ysx , m VARIANCES REQUESTED: s,o 28 x a z N l?- N LOCUS . LOT 1-C PLAN VIEW 299445± S.F.CL �\\ SCALE: 1" = 20 FEET 0 N 0 10 20 40 FT. o I SHIP' IIP S H 0!-A S41 32'30"W (PRIVATE) 110.00, CB/DH Y LOT 1-D REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FAgUTY ONLY: 2. ALL CONSTRUCTION METHODS AND MATERIALS MALL 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 15W OF ANY KNOWN LEACHING FACIUTY. 5. WITHIN LIMIT OF EXCAVATIONREMOVE 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 WE SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 X OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT O 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- STRUCMON 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 1-888-344-7233 THE ENGINEER DOES NOT GUARANTEE' THEIR ACCURACY OR CHAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES' TAKEN FROM RECON PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8 m L V EACHINCHAMBER 79,H SHED -7 A GARBAGE GANDER JS NOT 00 RECOMMENDED" DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING DfCK TheBSC Cx ,Inc. Y 657 ROUTE _28r (UNIT IS),'. WEST YARMOUTH, ,MA 02673 (508) 778-8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #118.` PLEASANT STREET co MASSACHUSETTS PREPARED FOR: RICHARD & DEBRA MARTIN 118 PLEASANT STREET BASS RIVER, MA 02664 DATE: 9/11/00 COMP. DESIGN: K. HEALY L DRAWN: P. HAGIST ADJUSTED .GROUNDWATER 2.9 J FILE NO. 8210-SEP.DWG POOL SHEET t of 1 JOB NO. 4-8210.00 LOCUS PLAN: NO SCALE FOR TIDAL , �/ 1 •. No. 32112 I, ..... ` .P kms. .y ,.. Ysx , m VARIANCES REQUESTED: s,o 28 x a z N l?- N LOCUS . LOT 1-C PLAN VIEW 299445± S.F.CL �\\ SCALE: 1" = 20 FEET 0 N 0 10 20 40 FT. o I SHIP' IIP S H 0!-A S41 32'30"W (PRIVATE) 110.00, CB/DH Y LOT 1-D REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FAgUTY ONLY: 2. ALL CONSTRUCTION METHODS AND MATERIALS MALL 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 15W OF ANY KNOWN LEACHING FACIUTY. 5. WITHIN LIMIT OF EXCAVATIONREMOVE 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 WE SHALL PASS No. 50 SIEVE <10 % OF No. 4 SIEVE SHALL PASS No. 100 <5 X OF No. 4 SIEVE SHALL PASS No. 200 UNIFORMITY COEFFICIENT O 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- STRUCMON 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 1-888-344-7233 THE ENGINEER DOES NOT GUARANTEE' THEIR ACCURACY OR CHAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES' TAKEN FROM RECON PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 8 THIS =SYSTEM IS NOT DESIGNED FOR THE USE OF A 'GARBAGE GRINDER.. A GARBAGE GANDER JS NOT RECOMMENDED" DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACiUTY. TheBSC Cx ,Inc. Y 657 ROUTE _28r (UNIT IS),'. WEST YARMOUTH, ,MA 02673 (508) 778-8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN #118.` PLEASANT STREET SO. YARMOUTH MASSACHUSETTS PREPARED FOR: RICHARD & DEBRA MARTIN 118 PLEASANT STREET BASS RIVER, MA 02664 DATE: 9/11/00 COMP. DESIGN: K. HEALY CHECK: D. CRISPIN DRAWN: P. HAGIST FIELD: D. GAZZOLO / D. BROWN FILE NO. 8210-SEP.DWG DWG NO. 5239-01 SHEET t of 1 JOB NO. 4-8210.00