The URL can be used to link to this page

Home My WebLink AboutEngineered Plan - Rev. 1997SOIL TEST PIT DATA: INDICATI=S INDICATIS SEPTIC TALK DETAIL: 1500 G DISTRIBUTION BOX DETAIL: g OUTLETS � • PERC. - - oBSERV�_D ALLON i�-1® LEAiCHING ��REN�I'I DETAIL. CONTACTOR 75 HD NOT To SCALE NOT TO SCALE NOT TO SCALE TEST - GROUND' WATER 18" DIA. CONCRETE MANHOLE COVER ' TEST PIT 1-95 ' NOTES 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE .CAST IRON, 10" BELOW GRADE 12" MIN. COVER FINISHED GRADE TEST PIT TEST PIT TEST PIT TEST PIT REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. NOTES: GRD. EL. 19.3 GRD. EL. GRD. EL. GRD. EL, GRI?. EL. TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE[r�l 3" WALLS /�`� 2. SEPTIC TANK TO WITHSTAND H-10 LOADING - P 1. DIST. BOX TO WITHSTAND H-10 LOADING _ . Gw_ FI . 10.3 rw �I GW EL � COVER -j �, o 0 0 0 o a o 0 0 24" LOAM & SEPTIC TANK PROVIDED: _ SUBSOIL 30" MEDIUM -- DESIGN PERC. RATE: < 5 SAND 72" FINE SIZE OF LEACHING FACILITY SAND 330 GPD. / 0.74 GPD/SF = 446 S.F. REQ'D. B TP = 126" V 1' 2' 3' 4' 5' 6' 7+ 8' 9' 10' 11' 1'), + -., GW. EL. _ L, FI _ : .o . = of r_^.-+r��nrn - � ___ _ _-_ _ _ _ - _ _ _ /r�. �i1�A Gi.�..:..A L%-- ��•f�A �i.f r,&d6lA �a6wc �AA� a.tvA 0474 QUA ct_-A .- -QUA, 0 1' 2, 3' 4' 5' 6' 7' 8' 9' 10' 1f' V 1' 2' 3+ 4' 5' 6' 7, 8' 9' 10' 11' J. nL-t rlrG VVI`IIYCl,r11V1V.) HI`IV VVIVt,.RCIE �-• ��-�..VnuvIC��VGU 11nMIVVfNVIVf�CR-RVIVIYUV VK + �UNLESS UNDER PAVEMENT UKIVLS UK- :PM- -"''ais' ••'�'ac, 'a"'' -"-''o- r'.,_6- -`'- CONSTRUCTION SHALL BE WATERTIGHT. APPROVED EQUAL. a: w. • COVER ;: w..'•'.a 4" TRAVELED WAYS WHEREIN H-20 LOADING 1� 24: DIA CONCRETE MANHOLE COVER NEW INLETST SHALL APPLY. , ` 6" EFFECTIVE TEE TO BE UNDER 10 BELOW GRADE '/ DEPTH 2' M.H. OPENING '� 20" 2. PROVIDE INLET TEE OR BAFFLE W14ERE SLOPE /r%y%/G . e •r \AV -011 - _ q. _ 8" _ OF PIPE EXCEEDS 0.08 FT./FT OR IN3,12" MIN. » 7 - 5" OUTLETS .. PUMPED SYSTEM.4' RAISE M.H W/_ COVER 6~ :.v...,�.v,rPROFILE aoe3. FIRST, TWO FEET OF PIPE OUT OF DIST.SEWER BRICK °a�b` tv° MEASURE SLOPE AT THIS POINT.�°� �� L " BOXTO BE LAID LEVEL. "5' 1O'-0" &MORTAR STABLE BASEt 4 3 RO�dd - 5 INFILTRATORS END TO END W 6 STONE AT BOTH ENDSN MA WA F BOTTOM .ON LEVEL 6" MIN. CEMENT 4. RECOMMENDED MANUFACTURER-ROTONDO DIST = 15' IN. / 6' 3" PLAN VFW + CONCRETE BASE OR APPROVED EQUAL t " �-�-- 2'-6 --�-! TO 6 INCHES LOAM & SEED 7' PRECAST SEPTIC TANK r' 20" 5. ALL PIPE CONNECTIONS AND CONCRETE 2� MIN NISH GRADE ALLABEYOND ND CONSTRUCTION SHALL BE WATERTIGHT. 5'-1" 18 "DIA M.H. CAST ALL AROUND 8' I - - » INTO COVER ! 5'- p 4'_9" INLET TEE 6'-1" 6. RAISE MANHOLES TO FINISH GRADE WITH ii s .......... OUTLETSEWER BRICK AND MORTAR. FULL OUTER 9' - - 6'-0" 4'-1" MIN. ( SUSPENDED .` f"?i'K°a�r p " ^� �4%° TEE �• MORTAR PARGE TO PROVIDE WATER TIGHT , - „gip o"2 MIN. OF 1 /$» TO LIQUID DEPTH 4" PVC PERF R oA d°q » 4 41 2'-6" SEAL. FULL LENGTH � � � � . yj � .�� , %c. � ' �. i � C :� f., h 1/2WASHED STONE jr 8" I INLET 2~ DIA. 7. TWO OUTLET HOLES SHALL BE CONVERTED I 3/4" TO 1-1/2" r. <<.•...� • : . _ 6" TO INLETS BY CHISELING THE OPENING 24" 26.5" 26.5" 26.5 24` DOUBLE WASHED o o LARGER AND RAISING THE INVERT 2" �� BOTTOM ON LEVEL STABLE BASE �e°a WITH MORTAR. I 12 12` STONES (NO FINES) PLAN VIEW » � a,��i��if ,�,G.� DATE: DATE: DATE: DATE: pAjE; 6" MIN. " S TO CROSS-SECTIpN VIEWif CROSS-SECTION MAY 5, 1995 J t 1/2" STONE CROSS-SECTION TEST BY: TEST BY: TEST BY: TEST BY: TET BY: r FIELD ; ! FROINTSTRUCTURE NOT TO SCALE N �� IRIl�ERT ELE�/ATI01S: REAR STRUCTURE PROFILE OT TO S.,ALE Tf ESSED BY: WITNESSED 8Y: VJiTtvESSED BY: WITNESSED BY: WITNESSED BY: A.L. VON HONE JEL.= 22.03 % FINISHED FLOOR EL.= 21:90 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: FINISHED FLOOR { FRONT STRUCTURE 21.90 FIRST PIPE LENGTH FINISHED FLOOR 2 MIN./INCH CH MIN./INGH MIN./INCH MIN./INCH MIN./INCH L_ 21f MANHOLES w COVERS AS REQUIRED TO BE SET LEVEL MANHOLES & COVERS AS REQUIRED REAR STRUCTURE (10" BELOW GRADE) FOR MIN. 2' LL 211 (10" BELOW GRADE) I �� 22.03 SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL_ EVALUATOR EL.= 20.0 j 4 INVERT AT BUILDING %�• dl�t� 2" MIN. 4" PVC (PERF �� . » �''�� ''�'� • �� ,;� ,��;, FRONT STRUCTURE 18.81 :>- " l ,/,mac /`,>Z� /1.aa SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL_ CLASS: a 4 PVC 4 PVC 19.94 SCH 40 4" PVC SCH 40 2"-1 8--3 8" DOUBLE WASHED STONE SCH 40 4' PVC SCH 40 REAR STRUCTURE - :I CONTACTOR SYSTEM :-: 4" INVERT AT SEPTIC TANK (IN) 18.70 L. T. A. R. L. T.A.R. L. T. A. R. LT.A.R. L.T.�A.R. = 1 I=18.45 1= 18.00 4 I=18.45 0.74 G.P.D./SQ.FT. G.P.D./SQ.FT. G.P.D./SQ.FT. G.P.D./SQ.FT. G.P.D./SQ.FT. " z - 4" INVERT AT SEPTIC TANK (OUT) 18.45 `- 6 1= 18.7 1= 18.33 1= 18.17 m BOTTOM EL.= 17.50 ,: I=18.70 1=18.33 s OUTLET ; j 4" INVERT AT DIST. BOX (IN) 18.33 ��- 1500 GALLON DIST. BOX 1 d� ? j PRECAST CONCRETE 'A 15C0 GALLON I " 18.17 SEPTIC TANK GND. WATER EL. = 12.50 PRECAST CONCRETE 4 INVERT AT DIST. BOX (OUT) -�" SEPTIC TANK j DATUM: ASSUMED ADJUSTED - INVERTS AT LEACHING FACILITY: 4" INVERT AT BEGINNING BENCH MARK: OF LEACHING INFILTRATOR 18.17 TOP OF PIS NAIL SET IN DRIVEWAY APRON (#5) 4" INVERT AT END ELEV. 20.00 I OF LEACHING INFILTRATOR 18.00 - I ELEVATION AT BOTTOM PLAN VIEW: i OF LEACHING STONE 17:50 OBSERVED GROUNDWATER SCALE: 1 " 10' ELEVATION 10.3 N/F - w ., GROUND WATER ELEVATION 0 5 O 20 12.5 JOHN J. & ANNE `` (ADJUSTED) t MURPHY DESIGN CRITERIA:—_ DESIGN FLOW: LfT 1 ' I 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. -- LOT 2 - --- ___.�_- LOT 3 N/F N/F ` pI T. DRI V E -_"_`_ JOHN J. ANNE M. CL AUDET TE B. CO.DERRE EXISTING _�----- - MURPHY REQUIRED SEPTIC TANK: PK SET #5 ASS. ELEV 20.00 _ 46.00" 60.30' i 70.84' - \ 0\/ER + ?0,5X LOT 4 EXC Av�10N �.�,-06 f 10 � - ;F PINE 12.6 17" OAK 20,8X 20.4 X i ' 20.5 ` DECK ` I CESS;'OOL x _ TO BE REMOVED) 14" OAK � �' r r � � GRpU EEE. 12" OAK 2� � • � �.. � .. �/lti,DE� REL TED CONNECT TO :. y .` y . tea Ta E EXISTIiVv CESS POOL 205 (A 0 .' 0 O� v a, BED X A CONNECT TO Q CESS Q, o IT (TO BE ti v UN ABANDONED) 1 M EXISTING POOL w Fr.21.90 12" OAK E BEDR�� OH W UNIT � T/CA 03 -�� TIC 20.7x SEP �--TAN K f - w �20.3O ¢ p v x � 19,3X �_ O c S�w,�-R . TANK 0-130y, CLEAN 0 F (TYP.) 20.0 x 0 Gr w DIT. DRIVE c) 1 " OaK K PINE EXISTING 12" OAK Z ,+ d z 12 OAK ---�- 16749' EXISTING WATER SEF...„ j 2 -GAS GATES TO BE RELOCATED, AS SHOWN l; G 19,9X LOT 5 G IiENWICK Cw i LOT 16 N/F BARBARA R, RA CL EOD I LOT 15 IYrF DONALD P, HILL 330 X 2007 = 660 GAL. SEPTIC TANK PROVIDED: _ 1500 GAL. SIZE OF LEACHING FACILITY REQUIRED: DESIGN PERC. RATE: < 5 MIN./ INCH LONG TERM APPL. RATE 0.74 G.P.D/S.F. SIZE OF LEACHING FACILITY PROVIDED: 330 GPD. / 0.74 GPD/SF = 446 S.F. REQ'D. USE 4.THERE ARE NO KNOWN PRIVATE WEH S INFILTRATOR CHAMBER; 33'x12.6'x0.5' STONE BED LEACHING AREA PROVIDED .ANY KNOVwN . W'ELLS PROPOSED WITHIN BOT. AREA; 33 x 12.6 = 416 S.F, SIDE AREA; 2 x 33 x .5 = 33 S.F. END AREA; 2 x 12.6 x 0.5 = '12.6 S.F. THE USE OF A, GARBAGE GRINDER.. 461 S.F. x 0.74 341 GPD > 330 GPD LOCUS PLAN, NO SCALE ROUTE 2a HOt S RD. LOCUS WAMPAN AG ST: Q 3 � Q Li 0 Q o w tl, 0 REVISIONS NO. DATE DESCRIPTION 1 5-21-97 H-10 TANK W/ CONCRETE COVERS 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- QUAL4. 4.THERE ARE NO KNOWN PRIVATE WEH S LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING fACfLITY NOR .ANY KNOVwN . W'ELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5.: THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A, GARBAGE GRINDER.. FURTHER THEY ARE NOT RECOMMENDED DUE TO POTENTIAL IMPACT ON THE LEACHING FACILITY. 6. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL 7. REPLACE WITH CLEAN WASHED SAND OR OTHER CLEAN GRANULAR SOILS CONFORMdNG TO.THE FOLLOVd;NG SEIVE ANALYSIS: 10� (MAx) .BY WT, SHALL PASS No 50 SIEVE <10 % OF No 4 SEIVE SHALL PASS`No. 100`. <5 % OF No 4 SEIVE SHALL PASS No. 200 , UNIFORMITY COEFF, 0 No4 SEIVE c / = 6.0 8. 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 SEWACE. DIC -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, LOCA11ON AND INVERTS OF UTILITIES AND .STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. j } y�.w' .....T' ..... $�,Y 'T�••+i it The BSC Group -Norwell, Inc. 293 WASHINGTON STREET NOR WELL, WA. 02061 (617) 659-7981 PROJECT TITLE: PROPOSED'.. SUBSURFACE SEWAGE] DISPOSAL SYSTEM REMAIN FOR .4 ELDRIDGE ROADO . YARMOUTH, MA C�� SMC JUN'091997 HEALT€1 DEPT. PREPARED FOR: JOHN MURPHY 4 ELDRIDGE ROAD YARMOUTH, MA 02664 DATE: MAY 22, 1995, COMP./DESIGN: J. BURKE- CHECK: R. CHAPMAN DRAWN: K. HEALY FIELD: C. FIELD/K. HEALY 9 FILE NO 65308SEP.DWG DWG NO 4056-01 SKEET 1 OF i JOB NO.6-5308.00