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Home My WebLink About12 Barkentine Circle - Sewage Disposal PlanSOIL TEST PIT DATA: 11/22/99 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE SOIL ABSORPTION SYSTEM: NOT TO SCALE NOT TO SCALE NO. OF OUTLETS cJ T- 37.5' f TEST PIT - - 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 0 oo C 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 TEST PIT NOTES: 1. SEPTIC TANK SHALL BE STEEL o o 0 0 o 0 0 0 0 0> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 0° GRD. EL. 3.7' GRD. EL, 4.2 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS NOTES: o 2.5' ADJ COVER I a0 GW EL 2.5' ADJ. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR I o' o� PLAN VIEW 6" MIN. 3/4" To a�i7 CROSS-SECTION VIEW A LOAMY SAND 10YR 2/1 0 1 1/2" STONE E 1' 8" LOAMY SAND 2.5YR 5/1 1' TEST BY: TEST BY: INDICATES B- 2' 19" LOAMY SAND 10YR 5/6 2' EL 1' = 2. 3' IMPERVIOUS MATERIAL C 1 OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING 3 4 PASS No. 50 SIEVE <IO % OF No. 4 SIEVE SHALL 42" <5 % OF No. 4 SIEVE SHALL 4, SOIL EVALUATOR SOIL EVALUATOR � UNSUITABLE MATERIAL SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. MED SAND 10YR 6/6 COORDINATING THE PROPOSED CON- 5' SOIL CLASS: SOIL CLASS: NOTE: *** COMPANY AND MAINTAINING THE REQUIRED SEPTIC TANK: 1 1 DUE TO THE PROXIMITY TO I S 6' TIDAL INFLUENCE , HIGH C2 440 X 200% 880 GAL. L.T.A.R. L. T. A. R. GROUND WATER ADJUSTMENT G.P.D./SQ.FT. TO BE SET AT 2.5' N.G.V.D. 6 7' 0.74 G.P.D./SQ.FT. 0.74 CONTRACTOR SHALL VERIFY SIZE, 82" DATUM: 7'- 8'- DESIGN PERC. RATE: <7 MIN./ INCH BENCH MARK USED: TOWN OF YARMOUTH, MON. #8 6.29' N.G.V.D. RECOMMENDED DUE TO RECOGNIZED LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F. 8'- 9,_ MED SAND 10YR 6/2 9'- 10,_ SEWAGE DISPOSAL SIZE OF LEACHING FACILITY PROVIDED: EL.= A FIRST PIPE LENGTH TOP FOUNDATION COVERS TO WITHIN TO BE SET LEVEL #12 10' 440 GPD 0.74 GPD/SF 595 S.F. EL.=11.9 6" OF FINISHED GRAD FOR MIN. 2' RICHARD PHELAN 125" FINISH GRADE I i5' MIN O DANIEL E. EL.=11.5 GIVIL A V N..32686C y �� - USE HIGH DENSITY POLYETHYLENE II-I 12 AE EL - C2 EL = (-5.8) LOAMY SAND 10YR 2/1 TRAVELED WAYS, WHEREIN H-20 LOADING ,,•.; �,•,•, .•�;; <.;; + 2» 1. DIST. BOX TO WITHSTAND H-10 LOADING 0 7 SHALL APPLY. ° • ' °•<' • ' <' •" a'"< PVC BARRIER LOAMY SAND 2.5YR 5/1 Tt UNLESS UNDER PAVEMENT, DRIVES Al 4" PVC 0 TE � I I H 20 LOADING PIPE °o 5 UNITS 0 0 o° o° 50' 10' 3. ALL PIPE CONNECTIONS AND CONCRE 2-24" DIA CONCRETE MANHOLE < TRAVELED WAYS WHERE N - 0o 24" 19 LOAMY SAND 10YR 5/6 CONSTRUCTION SHALL BE WATERTIGHT. 1 °o °D °o o° 0000 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° COVERS WITH METAL HANDLES BROUGHT J_ 15" SHALL APPLY. 0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 4. FILL ALL UNUSED KNOCKOUTS WITH 33" MORTAR. TO 6' FROM FINISH GRADE a! 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 40' `7/7\/� a-� 6° 5,5" OUTLETS i<. SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIFV - LEACHING CHAMBERS TEE TO BE UNDER "'"•0'tl'•a••"' - 42 M.H. OPENING COVER 3"a'Fi;�e T IN PUMPED SYSTEM. 4" l B)TTOM ON LEVEL �A BOX TO BE LAID LEVEL. LOAM& SEED DISTURBED AREAS MED SAND 10YR 6/6 °"� L 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. RAISE BR W� STABLE BASE 6" MIN. 3 4" TO 10'-6" SEWER BRICK :,,�:_ 1 1/2" Cf�USHED 4, ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. COMPACTED FILL36" MAXIMUM, 12"MINIMUM 10'-0" &MORTAR 12„ CROSS-SECTION STONE BASE NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT, 0 0 0 0 0 p00 0jo 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 0 0 0 0 000 0 o 3" LAYER MED SAND 10YR 6/2 - tp" oOC GH IG (3D HIGH PEASTONE / PRECAST SEPTIC TANK 14 �O DENSITY O INLET TEE - 4'-9" 30 1/2" 30" 24" O REMOVE O O DLYETHYLENE O UNSUITABLE 5'-2" 4_g" 5'-4" EFFEC. QDQ p INf_TRATOR 3050 HING 5'AALLIAROAL �ND _ - z LIQUID DEPTH 8O•BEND E 15 1/2" I DEPTH OQ CHAMBER IF APPLICABLE OUTLET TEE INDICATES 5'_8" .. (GAS CONTROL)120" �OBSERVED - PITCBOXAST DIST. GROUND WATEReox _4] 1.50" ASHEDISTONE INDICATES °.BOTTOM ON LEVEL STABLE BASE I_ _I 10' 3" f` - I, 12yESTIMATED DATE: - SEASONAL HIGH o� PLAN VIEW 6" MIN. 3/4" To a�i7 CROSS-SECTION VIEW 7 1/2 PLAN MEW OLD SALEM CROSS-31ECTION 20 OF CHAMBER DATE: 11 /22/1999 GROUND WATER 11/22Z1999 1 1/2" STONE 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 TEST BY: TEST BY: INDICATES THE BSC GROUP, INC. THE BSC GROUP, INC. PEST LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACIUTY NOR WITNESSED BY: WITNESSED BY: 150' OF ANY KNOWN LEACHING FACILITY. DESIGN CRITERIA: AMY VONL HONE / KELDA WELSH AMY VON HONE / KELDA WELSH IMPERVIOUS MATERIAL 6. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMING TO THE FOLLOWING CESIGN FLOW: PERC. RATE: PERC. RATE: PASS No. 50 SIEVE <IO % OF No. 4 SIEVE SHALL N/A MIN./INCH 2 MIN./INCH INDICATES <5 % OF No. 4 SIEVE SHALL '4 BEDROOMS AT110G.P.B./D 440 G.P.D. SOIL EVALUATOR SOIL EVALUATOR � UNSUITABLE MATERIAL SIEVE </=6.0 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. MICHAEL PETRIN MICHAEL PETRIN SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE SOIL CLASS: SOIL CLASS: NOTE: *** COMPANY AND MAINTAINING THE REQUIRED SEPTIC TANK: 1 1 DUE TO THE PROXIMITY TO I THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 TIDAL INFLUENCE , HIGH ENGINEER DOES NOT GUARANTEE 440 X 200% 880 GAL. L.T.A.R. L. T. A. R. GROUND WATER ADJUSTMENT G.P.D./SQ.FT. TO BE SET AT 2.5' N.G.V.D. ARE SHOWN. LOCATIONS AND SEPTIC TANK PROVIDED: = 1500 GAL. 0.74 G.P.D./SQ.FT. 0.74 CONTRACTOR SHALL VERIFY SIZE, SIZE OF LEACHING FACILITY REQUIRED: DATUM: VERTICAL DATUM: N.G.V.D. 8. THIS SYSTEM IS NOT DESIGNED FOR DESIGN PERC. RATE: <7 MIN./ INCH BENCH MARK USED: TOWN OF YARMOUTH, MON. #8 6.29' N.G.V.D. RECOMMENDED DUE TO RECOGNIZED LONG TERM ACCEPT. RATE 0,74 G.P.D/S.F. BENCH MARK SET: TOP OF CONCRETE BOUND, ELEV. 5.92' 1 , 1� PROFILE: NOT TO SCALE �y PROJECT TITLE: SEWAGE DISPOSAL SIZE OF LEACHING FACILITY PROVIDED: EL.= A FIRST PIPE LENGTH TOP FOUNDATION COVERS TO WITHIN TO BE SET LEVEL #12 BARKENTINE CIRCLE 440 GPD 0.74 GPD/SF 595 S.F. EL.=11.9 6" OF FINISHED GRAD FOR MIN. 2' RICHARD PHELAN tH OF)yq FINISH GRADE I i5' MIN O DANIEL E. EL.=11.5 GIVIL A V N..32686C y �� - USE HIGH DENSITY POLYETHYLENE II-I LEACHING CHAMBERS 10'X2'X40' PVCAI&` /� //.��LEACHING CHAMBER -- SIDEWALL = 2(10'+40') X 2 = 200 scH 40 4" Pvc 4» PVC 31 scH ao Nax SHEET 1 OF 2 B❑TT❑M - 10' X 40' = 400 I=8 I=D I=c H 600 S.F. I=C I -E DIST. BOX 600 S.F x 0.74 GPD/SF = 444 GPD I=F 1500 GALLON 5' SEPERATION SEPTIC TANK 6" STONE BASE { ADJUSTED GROUNDWATER J LOCUS INFORMATION INVERT ELEVATIONS: SEE SHEET 2 OF 2 - 'AMENDED SITE PLAN OF LAND" CURRENT OWNER: RICHARD PHELAN TOP OF FOUNDATION 13.1' A DATED MARCH 22, 20012 FOR PLAN VIEW DEED REFERENCE: 4" INVERT AT BUILDING 10.27' B 4" INVERT AT SEPTIC TANK (IN) 10.07' C PLAN REFERENCE: I 4" INVERT AT SEPTIC TANK (OUT) 9.82' D 4" INVERT AT DIST. BOX (IN) 9.72 E ASSESSORS MAP: 19 PARCELS: 39,40,41.1,45.1 4" INVERT AT DIST. BOX (OUT) 9.55 F RESIDENTIAL ZONE: "R-25" SETBACKS: FRONT 30' INVERTS AT LEACHING FACILITY: SIDE 15' REAR 15' 4" INVERT AT BEGINNING G MINIMUM LOT SIZE: 25,000 S.F. OF LEACHING CHAMBER 9.5' MINIMUM FRONTAGE: 150' ELEVATION AT BOTTOM OF LEACHING CHAMBER 7.5 H GROUNDWATER OVERLAY DISTRICT: NONE L-0005 PLAN: N❑ SCALE I ADJUSTED 25' J GROUNDWATER I VARIANCES REQUESTED: NONE U) 0 m m z NOTES: 1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HAYES PWS AND APPROVED BY mTHE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999. Nrq < CSIGNED 2.) THE LOT SHOWN HEREON WAS CREATED VA AN APPROVAL NOT REQUIRED (ANR) PLAN BY THE BSC GROUP, INC. TINTREE0 zmm3.11 BY THE PLANNING BOARD ON MARCH 1, 2000. THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D.LOCUS4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. 5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS ARE REQUIRED.6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTED BY THE $`LPC'PARKERS &ckBOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOTES 5 & 6. RIVER BEACH i 7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CONDITIONS ISSUED FOR LOT 5 BY THE YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000. NANTUCKET SOUND 8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. SIZE AND ELEVATION OF EACH DRYWELL TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS. r A IF it REVISIONS NO. DATE DESCRIPTION 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 FACIUTY 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 <IO % 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,.. 8. 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. 1 , 1� �y PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN LOT 5 #12 BARKENTINE CIRCLE S. YARMOUTH PREPARED FOR: RICHARD PHELAN tH OF)yq q%G O DANIEL E. BRAMAN GIVIL A V N..32686C y �� oFFSSION-AL ENG SHEET 1 OF 2