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Home My WebLink About185 Highbank Road Sewage Disposal System Design 3SOIL TEST PIT DATA: xxx TEST PIT #1 TEST PIT - 2 GRD EL. X GRD. EL. X GVJ. EL X GW- FI - X 0' 2' 4' 5' 6' 7 Q' 10' 17' A B EL = XX C 76" EL = XX 6„ LOAM SANDY 10YR 4/3 1' LOAM SANDY 10YR 6/5 2'- 28" 3' 4'- 7'- 8,_ '7'8' SAND 10YR 6/6 9, 10 132" 11' a� LOAM SANDY IOYR 4/3 8" LOAM SANDY 10YR 6/5 30" SAND 10YR 6/6 120" INDICATES ,7_ OBSERVED GROUND WATER DATE: Ap DATE: B EL = XX C EL = XX LOAM SANDY IOYR 4/3 8" LOAM SANDY 10YR 6/5 30" SAND 10YR 6/6 120" INDICATES ,7_ OBSERVED GROUND WATER DATE: ASSUMED DATE: BENCH MARK USED: INDICATES B X X X PROFILE: NOT 3, ESTIMATED SEPTIC TANK (OUT) TEST BY: TEST BY: - SEASONAL HIGH TO WITHIN THE BSC GROUP, INC. THE BSC GROUP, INC. GROUND WATER INVERTS AT LEACHING FACILITY: WITNESSED BY: WITNESSED BY: 4" INVERT AT BEGINNING X u�, X X G ELEVATION AT INDICATES SIDE 20 PERC. RATE: PERC, RATE: H EXISTING UTILITY SYSTEM IN SERVICE. PERC. TEST NOT IN A ZONE II DtS1RICT 2 MIN./INCH 2 MIN./INCH 1=D ARE SHOWN. LOCATIONS AND SOIL EVALUATOR SOIL EVALUATOR AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. X 6 THIS SYSTEM IS NOT DE�JGNED FOR X A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECD IgD 1=C FACILITY. 1-E `3Y BSC GROUP 657 Main Street, Unit 6 -' INDICATES 508 778 8919 SOIL CLASS: SOIL CLASS: DIST. BOX SEPTIC UNSUITABLE ll'E [ X 6" X IVAN DEMIRANDA 185 HIGHBANK RD. SOUTH YARMOUTH MATERIAL DATE: JANUARY 8, 2001 L. T. A. R. L. T. A. R. 0.74 G.P.D./SQ.FT. 0,74. G.P.D./SQ.FT. DATUM: VERTICAL DATUM: ASSUMED 4" INVERT AT BENCH MARK USED: X B BENCH MARK SET: X X PROFILE: NOT TO SCALE SEPTIC TANK (OUT) EL.= A D 4" INVERT AT TOP FOUNDATION CONCRETE COVERS TO WITHIN EL.= X 6" OF FINISHED GRADE. F 47., INVERTS AT LEACHING FACILITY: SHALL APPLY. 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES 2" MIN. 4" INVERT AT BEGINNING 4" PVC u�, OF LEACHING CHAMBER X G ELEVATION AT SCH 40 SIDE 20 1. 4" PVC SCH 40 ° „ 7/ / �/' �� CHAMBER X H EXISTING UTILITY SYSTEM IN SERVICE. OVERLAY DISTRICT: NOT IN A ZONE II DtS1RICT 1=B AT TEL. 1-888-344-7233. THE ZONE DISTRICT: ZONE 'C• 1=D ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES �=G CONTRACTOR SHALL VERIFY SIZE. LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. 6 THIS SYSTEM IS NOT DE�JGNED FOR 6"-J A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECD IgD 1=C FACILITY. 1-E `3Y BSC GROUP 657 Main Street, Unit 6 -' 026x3 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL 5 OUTLET1=F '--- -ON 1500 GALL DIST. BOX SEPTIC TANK ll'E [ MAY 4, 2001 6" STONE BASE NVERT ELEVATIONS TOP OF FOUNDATION 100.48 A 4" INVERT AT BUILDING 98.38 B 4" INVERT AT SEPTIC TANK (IN) X C 4" INVERT AT SEPTIC TANK (OUT) X D 4" INVERT AT DIST. BOX (IN) X E 4" INVERT AT DIST. BOX (OUT) X F 47., INVERTS AT LEACHING FACILITY: SHALL APPLY. 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES ' ' .r r ' '4"'' °�'"' 2 cvc saeaiee T UNLESS UNDER PAVEMENT, DRIVES OR T TRAVELED WAYS WHEREIN H-20 LOADING 4" INVERT AT BEGINNING ° ° 114 OF LEACHING CHAMBER X G ELEVATION AT BOTTOM SIDE 20 SIBLE FOR PROPERLY LOCATING AND OF LEACHING CHAMBER X H NO GROUNDWATER OBSERVED X J VARIANCES REQUESTED: FIRST PIPE LENGTH TO BE SET LEVEL FOR MIN. 2' FINISH GRADE EL. = X 4" PVC (PERF) I H SEPERATION NO OBSERVED GROUNDWATER J BOTTOM OF TEST HOLE SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE NOT TO SCALE N0, OF OUTLETS 5 1 26.25' NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE° o0 0 0 00 0 0 ° 0 0 0 ° o ° 0 0 0 0 0 0 0 0 0 0 0 0 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 0 00 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2. SEPTIC TANK TO WITHSTAND H-1.0 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT, DRIVES J REMOVABLE-, �`--- 2" WALLS COVER I NOTES: oo PERFORATED'OF OF LEACHING 0 0 0 cc OC' , DENS TY 'n 0 'O / POLYETHYLENE (b 0 INFILTRATOR 3050 ! O LEACHING 000 CHAMBER On 0 T POLYETHYLENE OR 1 I` 3. ALL PIPES LOCATED UNDER PAVEMENT X UNITS o° BOTTOM = 12' X 35' = 420 PRQPOSED LEACHING FACILITY NOR TRAVELED WAYS, WHEREIN H-20 LOADING +, rr, rr, r r 1, DIST. BOX TO WITHSTAND H-10 LOADING ° LOCUS INFORMATION ALL TOPSOIL, SUBSOIL AND OTHER oo 52 " 12'' 47., 0 4" PVC ° PIPE oo SHALL APPLY. 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES ' ' .r r ' '4"'' °�'"' 2 cvc saeaiee T UNLESS UNDER PAVEMENT, DRIVES OR T TRAVELED WAYS WHEREIN H-20 LOADING ASSESSORS MAP: HIGH DENSITY POLYETHYLENE INFILTRATOR 3050 ° ° 114 ZONINO DISTRICT. CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0 0 0° o 0 0 0 0 0 0 0 - W METAL HANDLES BROUGHT Tt5„ o°o0 0 0 00 0 0 0 0000 0 0000°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I T SHALL APPLY, 0 0 0 0 0 0° 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE J - MORTAR. a- 2. PROVIDE INLET TEE OR BAFFLE WHERE 6" 5,5" OUTLETS 8" � � 35' TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBERS M.H. OPENING 12" MIN. " o �o „� o� 'r or"' i �.o r .-�-_ IN PUMPED SYSTEM. COVER �/ 8' c �a vgaaoo`q�a��egap 4n��a° dao �a . . 2° 3. FIRST TWO FEET OF PIPE OUT OF DIST. RAISE M.H W I BOTTOM ON LEVEL/�'///�\ f-OAM & SEED DISTURBED AREAS 10-6 30" I OF LEACHING 0 0 0 cc OC' , DENS TY 'n 0 'O / POLYETHYLENE (b 0 INFILTRATOR 3050 ! O LEACHING 000 CHAMBER PRECAST SEPTIC TANK _ C O ` USE HIGH DENSITY POLYETHYLENE SEWER BRICK !'. STABLE BASE 6 MIN. 3/4 TO BOX TO BE LAID LEVEL. & MORTAR .. ." _ 1 1/2" CRUSHED CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. COMPACTED FILL 36" MAXIMUM, 12"MINRvIUM NCRMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. - o y 1. r foo 00 0°0000 000 0 0 0 ° o i 10" 20• INLET -TEE ,R 4L9' 5'-2• , • 4� 4'-0" MIN, 90, SEND CN �� i5 1/2" a'�6• L'IOUID DEPTH OUTLET ONTRROL) 5. d°Gu BOTTOM ON LEVEL STABLE BASE' 12 PLAN VIEW a� 7 1/2 s" MIN. 3/4" To Ui/..0/i� CROSS-SECTION VIEW ��'�//O..a/ir�� 22 1 112" STONE PLAN VIEW CROSS-SECTION OF CHAMBER 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. • 30" 24 EFFEC. DEPTH OF LEACHING 0 0 0 cc OC' , DENS TY 'n 0 'O / POLYETHYLENE (b 0 INFILTRATOR 3050 ! O LEACHING 000 CHAMBER 0 000 0 0 OOOOO 0', O O O O 0 0 O SOU ` USE HIGH DENSITY POLYETHYLENE 3 LAYER PEASTONE REMOVE UNSUITABLE MATERIAL FOR 5' ALL AROUND IF APPLICABLE f 3. ALL PIPES LOCATED UNDER PAVEMENT STDEWALL = 2(12'+35') X 2' = 188 BOTTOM = 12' X 35' = 420 PRQPOSED LEACHING FACILITY NOR 608S.F, 608 S.F x 0.74 GPD/SF = 450GPD LOCUS INFORMATION ALL TOPSOIL, SUBSOIL AND OTHER 47" ...-- 50" L_ IVAN 0EI12ANDA 47., DOC. E36619 CERT.136783 3/4" - 1 1/2" WASHED STONE - ASSESSORSAP 90 CB/DH PARCEL 48 FND. A0' 9.0 ,E A 51'2 50 9 .0 CB/DH FND. 99.1 99. w 99.0 LOT 109 6OL SHED ASSESSORS MAP 90 \ PARCEL 45 9.1 DECK J, 99.4 EXIS T 000 QAI. c1 BULKH ` \ \ 99.3 '9 5 EXISTING HOUSE #185 I TOF=100.48 4 BEDROOMS Qq o x9.9 TO BE REMO W p s 99.6 v I IDo.oSTOOP1 I ASSESSORS MAP 80 PARCEL 112 I \ 99.7 I 99.7LOT C \ 0425 MAP $0 PARCEL � I IP 0.0 FND. UP 19.8 00 BENCHMARK:TOP OF IP �' DRIVEWAY �, ELEVATION 100.0 DRIVEWAY J �p 100.1LOT 107 I J 1 199._ 8• ASSESSORS MAP 80 I PARCEL 113 I i 4 - a 100.8 TID LOT 10 ASSESSORS MAP 90 PARCEL 47 100.1 I _ -T v4L. ICE 0 ASSESSORS M P 90 PARCEL 46 100.0 s 0pA0�l NONE wo 100.2 �� p 99.9 SPOT ELEVATION 42 4 g3 56 ' -OHI:- OVERHIEAD ELECTRIC N 8671:30' w 59 .00 Ad -*IDS) � Of'i'��%�� i LIP UTILITY POLE �P ® WO WATER GATE aw'- N� ROP` '��- 4 HYD HYDRANT ��' N\NBP` a„i�� i �s 00 OWI 100 doop dop low HYD ap��i PLAN VIEW SCALE: V = 20 FEET 0 10 20 40 FT. DESIGN CRITERIA: DESIGN LOW: 4 BEDROOMS AT110G.P.B./D 440 G.P.D. REQUIRED SEPTIC TANK: 440 X 200'/. = 880 GAL. SEPTIC TANK PROVIDED: = 1500 GAL, SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: <2 MIN./ INCH LONG TERM APPL. RATE 0.74 G.P.D/S. F. 440 GPD _ 0.74 GPD/SF 595 S.F. LOCUS PLAN: N❑ SCALE J / LOCUS LAEAN POND t N REVISIONS FACILITY PROVIDED: ISIZE OF LEACHING CONSTRUCTION OF THE SEWAGE. DISPOSAL FACI_ITY ONLY. ` USE HIGH DENSITY POLYETHYLENE LEACHING CHAMBERS(4 UNITS) 12'X2'X35' f 3. ALL PIPES LOCATED UNDER PAVEMENT STDEWALL = 2(12'+35') X 2' = 188 BOTTOM = 12' X 35' = 420 PRQPOSED LEACHING FACILITY NOR 608S.F, 608 S.F x 0.74 GPD/SF = 450GPD LOCUS INFORMATION ALL TOPSOIL, SUBSOIL AND OTHER CURRENT OWNM IVAN 0EI12ANDA TME REFQtQ1CF. DOC. E36619 CERT.136783 PLAN REFERENCE L.C. 17392-C ASSESSORS MAP: 80 PARI 114 ZONINO DISTRICT. R-40 SETBACKS: FRONT 30 IN THE DRAWINGS ARE APPROXIMATE. SIDE 20 SIBLE FOR PROPERLY LOCATING AND REAR 20 MINIMUM LOT SIZE: 40,000 S.F. GROUNDWATER EXISTING UTILITY SYSTEM IN SERVICE. OVERLAY DISTRICT: NOT IN A ZONE II DtS1RICT FEMA FLOOD AT TEL. 1-888-344-7233. THE ZONE DISTRICT: ZONE 'C• LOCUS PLAN: N❑ SCALE J / LOCUS LAEAN POND t N REVISIONS NO. DATE DESCRIPTION GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE. DISPOSAL FACI_ITY 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 'HELLS LOCATED WITHIN 150 FT. OF THE PRQPOSED 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: 10io (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 @ 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. 1-888-344-7233. 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. 6 THIS SYSTEM IS NOT DE�JGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECD IgD ADVERSE IMPACTS TO THE LEACHING FACILITY. `3Y BSC GROUP 657 Main Street, Unit 6 W. Yarmouth Massachusetts 026x3 508 778 8919 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN 185 HIGHBANK RD SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) ll'E [ MAY 4, 2001 TOWN OFYARMOIT PREPARED FOR: BOARD OF APP LI IVAN DEMIRANDA 185 HIGHBANK RD. SOUTH YARMOUTH MASSACHUSETTS 02664 DATE: JANUARY 8, 2001 COMP./DESIGN: L, MocDCNALD CHECK: C. FIELD DRAWN: P. HAGIST FIELD: D. GAZZOLO / J. MCCARTIN FILE NO. 8253-SEP.DWG DWG NO. 527? -01 SHEET 1 OF JOB NC 4-825_.00 11 5