Loading...
6 WYMAN TERRACE - LEAD & DEP 4 CIAJ � � CITY OF SALEM, MASSACHUSETTS BOARD OF HEALTH ( e 120 WASHINGTON STREET, 4TH FLOOR SALEM, MA 01970 TEL. 978-741-1800 FAx 978-745-0343 W W W.SALEM.COM Kimberley Driscoll JOANNE SCOTT, MPH, RS, CHO Mayor HEALTH AGENT WELL CONSTRUCTION PERMIT Location: 6 Wyman Terrace Owner: Darren Palm Address: 6 Wyman Terrace Salem, MA 01970 This permit is granted in conformity with the statutes and ordinances relating to well permits. Well Construction permits are non-transferable. This permit shall be on site at all times that work is taking place. Permit shall expire one (1)year from the date of issuance unless revoked from cause. This permit does not constitute a Water Supply Certificate. Permit#: 002-08 Date Issued: 4/10/2008 (Domestic Wells) HEALTH AGENT .coy CITY OF SALEM, MASSACHUSETTS vQ BOARD OF HEALTH 120 WASHINGTON STREET, 4TH FLOOR Fq SALEM, MA 01970 TEL. 978-741-1800 - FAX 978-745-0343 KIMBERLEY DRISCOLL JSCOTT@SALEM.COM MAYOR JOANNE SCOTT HEALTH AGENT Well Construction Permit Application Date: "� �g Fee: $180. Check payable to the City of Salem (no cash) Location: ( LJ` A44-' 7"tA41A-ce- Salem, MA. 01970 Owner: 00-P-eri ( Acm Address zo w,YMkd TTA4 e- Tel. 50E- 796- 103-7 Type of well 6-eD(z0cK-- Well use: DOW)-eST- 1 C' Well Contractor: CAAfL-Les rbl. pot;g5 ca• TK-Pump Contractor: OAve wftL f PIMP Address: giq Dee or rad. f�o, W Address: keNrvev /1A- n^idOt MA Phone: 1,7?- 89 7—�3za Phone: y Reg. #: 3o - Have abutters been notified? (y) `� How? ------------------------------------- In the space provided below(or on back)show the location of the proposed well in relation to existing or proposed above or below ground structures. A description of visible prior and current land use within(200) feet of the proposed well location, which represent a potential source of contamination. See �} n x}TGI120 1,k IJ pkr-ex-r'I VJ1TN1rJ 2oU of r4 1�E�v IS L)>J4ev-et-olaeD� xC-eir-T- 10 vjyM40/L , $ IjwI is �°s of"6 To or2t�t� t✓E-LL- There is no fee for monitoring wells but a permit is required for installation. �T Permit ----------------- ----------------------------- B.O.H. use only. Check#: f 7�j q Check date:���l I0� Permit#:B Well const permit appl revised 11/25/02 A x Q ® $AtLVEJN !-J Dry -5 P,5 t5� UAB, \4 O TANK l00t Tt? 5AS / 3 WELL M 5 3� CONCRETE �y sU i Iroox z FOUN#6 TION .40 11,.5,9 •� t C . rr r�,r SALEM, MA PREPARED FOR ` wARRFN PALS -- -- DESIGN DATA PERCOLAT OCN RATER WN(INCH SOIL CLASS-CLASS I DESIGN FLOW;4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS LOADING RATE:0.66 GALLONS PER 50,FT. SYSTEM SIZE REOUIRED440 GALLONS PER DAY;0 66=066.57 S FT. SYSTEM SIZE PROVIDED:USE T DEEP x 7 V15DE LEACH TRENCHES WITH 5 SO. FT.LEACH AREA PER LINEAL FOOT Of TRENCJ+ MS95.57 BO,FT.+S SO.FT.PER LIN.FT,OF TRENCH.141 11 LINEAR FEET OF TRENCH REQUIRED.. USE TWO 2 DEEP x 2-WMDE x 55'LONG TRENCHES- 112 LINEAR FEET OF TRENCH=672 SO.FT LEACHING AREA SEPTIC TANK REOURRED 204'.6 OF DAILY FLOW(440 GALLONS x 2-SW GALLONS) f , . PT2 SEPTIC TAN'[PROVIDED IWO GALLON SEPTIC TANK wy, tTENYtIvtARK. SPIKE R4 TREE 2't � `` � TT'2 ABOVE GRADE ELEV 103.55(ASSUMED DATUM) �� -TRI / NJF LEWANDOWSKI ,.� -PTL / / Q f'! N& f'ALh1 RECON GRAVITY WALE. O ,' ± /f / ff SPECIAL DESIGN NOTE TLS ELEV.tb9.saD^' F / :� r y. ST SLOPE r ,� THIS DESIGN UTILIZES THE'$*"LAYER MATERAL TO OBTAIN THE NECESSARY 4T OF (-� "-... , !' ~ PERV*`US PARENT MATERIAL..BELOL4 T'I'C LEACH AREA- 1 u 4;l � S LINK OR T IJ T STO KAOE NCC h_ Ir ' t,'',`= . -r'`� - r ;- - - �7 _ ;� _ �:-!'- - - --7'• VENT 1(� WOMAN DRIVE PERCOLATION TEST ,, . '--y' ' 1 � � 40 MIL.61AMIER',1tTU'S_ S ^� I S i 'DATE. B-23-OF 10'4& - t+0LE# PTI PT2 -��._.._-_- 1 - - _ - --- -. '�' . ,16 , �, -,I ? BARRIER --= I---...-a ['` .- t _.. -T-�.�, � II ` , A�aSES�ORS MAP :2 LOT 37 ";"LAYER '8"LAYER 1-. f ___------- - '. ''. p ��++ ELEV.OF PER; 104,05 105,97 I RESI�RVE AREA t7,aoa '7. . r---- �--• - ;.t -- DEPTH OF PERC. 31"NN9' 20"118' __ �, START PRE SOAK 10:18 10-.42 10 _._ _ 1 _.._ I L� _ _____�,�®�,,.-__ _ _ _ .___ � - -TP,3 . END PRE SOAK 10;34 10:57 1 ll`t �� I � `� � '� TIME TIME 0 9. 1045 1112 1 I t1q�T0T' `___i_--- .� : T... .�_ ,.�.__,- - ---- f`. y k TIME 5" 11,02 11.35 1 1 f TIM 1914i'p 17 MINUTES 23 MINUTES ( ^-. L.. ,M.T _-- RESERVE AREA RATENJR4JANK:H K,WIN.fAaCH BMIN:IINCH 106 FERC>DLAFION TESTS PERF'ORMEDBY BENJAMIN C.O5GOC#�,JR. r � AND LVTTNJESSED BY MARTIN FAIR-SALEM HEALTHA.GENT. I 1 -DISTRIBUTION BOX � 1� LIMIT OF SAND � I 1SEE CONST.NOTE.43I �-`• I ,x`. GENERAL NOTES 1 SYSTEM 1,Y1T DESIGNED TQ ACCCWNdODATE A^vARBAGE GRIJDER. _ -. NJF WE-['TING 2. SYSTEM SHALL BE MAINTAINED B d PUI61PING EVER')'TVIn YE'AR5. 3 DEEP OBSERVATION HOLES PERFORMED C»4 tl-23-06 BY BE14,aAMJN C.USGQOD,JR..AND 4•a1TNESSED BY MARTIN FAIR, SALEM P HEALTH AGENT 1 4, DWELLING LOCATION,TEST PIT LOCATION.:AND TOPOGRRf'eJIC INFORMAT+CMJ TAKEN FROM AN ON THE GRC'4ft4,8 SURVEY PERFORMED BY NEW ENGLAND ENGINEERING SERVICES INC (NEESI. �, L J 11 + «x 4 THERE ARE NO V&LLS LESS THAN 112 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYS-EM. - - 6 THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET NJ` S WEN BECIS -- o AND CONSTRUCTION AND NO DRA4NS LESS THAN 60 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM 7. NESS HAS BEEN RETAINED SURFACEDISPOcSALSYSTEM, -" PROPOSED FOUR -.._-. - - - _ ` TO FURNISH DEPLAN FOR THIS SL18 EXCLUDMNG CONSTRUC71ON SUPERVISION. BEES CERTIFIES THAT THIS PLAN CC44FORMS TO THE RULES OF TITLE S.EXCEPT -- y1F VACRE NOTED 90 GUARANTY OR W'ARRANJTY,EXPRESSED OR IMPLIED,IS MADE TO THE CUENJT OR ULTIMATE USER.NTHBEDROOM W-A)SE - -I - -- -4- SILL .��--- '•... i•J RESPECT TO FUTURE SYSTEM FUNCTIONING 1 -" - � _,� ..._ _-._ .. C F..ELEV, 1124X7 116 '1 6 LOT LINES SHDWNJ ARE FOR THE USE OF INSTALLING THE SUBSJ 'A.CE DISPOSAL SYSTEM CNL*' \ --- - _. � -- :, ....... 9 TITLE REFERENCE: INSTRUMENT M 426570.ESSEX SOUTH REGISTRY OF DEEDS 11$ - 10, PLAN REFERENCf PLAN 9 71598.SHEET 4-ESSEX SOUTH REGISTRY OF DEEDS. I ol 10 1 J4 PROPOSE? 1 I �-- _ 24'x 14'GARAC,F. CONSTRUCTION NOTES � -_ F=LCEOR ELEV. 11S.00 t. SCOPE OF WORK, CONSTRUCTIONOF S03SL�IFACE SEWAGE CISPOS.A4.SYSTEM INCLUDIIJr,T3£FUFiPJ151+1F10 OF ALL LABOR. -- �'...,, MATERIALS,.EOUIN: NT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE Y4,)RK AS SHOVr4M ONTHIS PLAN IN ACCORDANCE WITH 310 CMR 1800 STATE ENYv9R(?NMENTAL CODE TITLE S AND THE 41N-AhRM,1 REC7UIRE9,gENTS FOR THE INSTALLATION OF SUBSURFACE SEWAGE DIMPOSAL SYSTEMS IN THE CITY OF SALEM. IN TTFE EMNT OFA CONFLICT-THE VCRE RESTRMCTIVE RR:OVISKMN SHALL APPLY. '� _ �•".. , 1500 GALLON ---^� ? CONdTt2ACFOR SHALL ENGAGE DESIr�N EPJGINEER TO F�?O:��CIE.AS-BUILT KLAN AND CERTIFICATION THAT CC4'STRLICT4ONJ 1� S'EPIK•.TANK CC.''AIPLJES{ TNI THf�5[JESJsiN PLAN _ ---_.--" 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER LMISURTASLE MATERIAL SPECA�FECALLY THE A&FELL Hu RVOr45 .i I �,,,,' `•�• _ C43XY,SHALL BE REF'a0'JEO WTHLN A S FOOT HORIZONtAL DISTANt E FROM THE SOIL ABSORPTION SYSTEM AND REPLACED M" ,. - - ell WfTH SANQ MEETING THE GRADA7NCNJ REQUtMENTS[ TITLE 5,SECTION 16.255 PARAGRAPH 3 AS REVISEDON GCT4CBER 20, _ �7_ - -,-„4_ 1985.TOP OF SAND SHALL BE AT THE SAME ELEVATION AS THE TOP OF VB`TO 3.�H"DOUBLE WASHED STONE. 4. FILL USED SHALL BE CLF AN AND FREE FROM LA.ROE $TO S,CONSTRUCTION DEMS.ST'LM,1PS,OR CTI-ER DELETERIOUS MATERIALS - 5 UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCT'IC04 LOCATIONS SHOWN A-RE APPP.OXIMA.TE. ~ 'I IS PART OF'tHE INSTALLATION CIONTRACT. x`".RELOCATION E UTILITIES,IF REOL'JRE pAifA,4E0 BY VEI LES APNS EOLAPMENF AC'CES5tNr_,SMTE.SHALL FMNISHGRADEDAS PROPOSED 6. DISTURBED AREAS..INCLLl2',*Nd THOSE DRIVEWAY - � . .-. .... PROPOSEDY& So-40M AND TOPPED WTH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL 00 � . . . _ - - -.- .. S'HALLREMANNONSITE. 'I'^+I . .'_PROPOSE . . 7 TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL.BE CUT FLUSH TO THE GROUND. STUMPS SHALL SE REMOVED- a , DRIVEWAr' CLEARED MATERLALS AND EXCESS SOILS MATERIALS SHALL BE DKSFAOSED OF OFF SITE - 8 BENC.WARK:SPIKE ltd TREE Z't ABOVE GRADE,ELEV.103,55 f,ASSUMED QATVJ;i 9 FILL UNDER THE SEPTIC TAW&DISTRIBUTION BOX SHALL.BE PLACED IN 12'LIFTS AA!€''MECHANICALLY COMPACTED. 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC C:EMEEdT . . . - - 11. INTERIOR PLUMBING SHALL BE IN ACCQROANCE TO STATE PLUMBING CODE 24B CMR 7W. SEWAGE FLOW,.INCLUOMNG GRAY - . . .. . . WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM . . .-. . .. . . . . .. . ... '. 2. ALL PIPING SHALL BE BLUED JOINT WATERTIGHT SCH.40 PVC LIED IN A STRAIGHT LINE AT A CONSISTENT GRADE ONA.FINE . .. - . . COMPACT EASE 12Ct . . 17 IMPERVIOUS BARRIER SHALL BE MODEL,OLM40M AS MAW-TACTURED BY MLLER ENVIRONu'MENTAL PRODUCTS.,OR APPROa sr, . . .. ' EOU°AL. CONTACT JEFFREY MILLER)'5081697.3719 FOR PRODUCT INFORMATION '.,. .. .. .. . . . . 14 MAGNETIC LOCATING TAPE 94ALL BE PLACED f"ABOVE PIPING ANOED SYSTEM COPAPONEWS. ' --. . . . . . .. . . . WYMAN DRIVE SOIL LOG TL7P ) LCV. {Ir1 5 _TPI � .fL ` - ' ': `"`�-• -- - c, DEPTH SOIL HORIZON SOIL'TEXTVkE SOIL.COLOR SOIL AfOTTUN O 0 3R' FEL - VARIES VARIES oc 36"-54° BIN SL 2,6Y 414 r�54' I( 'rt"-E16" C GS SY 44 t OYR 61E REFUSAL @ JFB' 6Y 4t2 TOP ELEV. IUs-44 CsF'.GW 101.11 PROPOSED SlJE3SLIRFAC'E FEVM ! ,. SOIL FIgONRNZO,Irt SOIL 7S 7DT'LIR .SOIL. R SOIL AN .LION M , 44 -... F .. '{ $ .�' "' SEWAGE DISPOSAL SYSTEM ARES VA *4 L 2_5Y 414 { ,•�'` - ' W8y' 10 WYh1AN DRIVE. SALEM, MA y GB 5Y4f4 10YR818 �, rI ' BEIJOWNC, s�„ ASSESSORS MAP 2, LOT 37 PROPOSED GRADE a54 L N,J L mac;" No.4f CIYML H JOHN REDO'LEMR MRI TOP ELEV. 110,14 _..._._ E.SHOW 107,31 ;f�wK " r'' 4G Mll l MR RViDC911'S BARRIER - .'... _. _ - _ - �72y� �GIST1E��`[ �� Ur137 HiR.S, 8SL'1 ELI, #o. 6 92. DBpr1f x4aILHr�Rizr�y s LT TP T FENCE l v SCALE: I" = 10' OCTOBER 23. 20(16 EX7 URE I SOIL C r [)R I s0 tz a L4AJ si ;OYR'31� u >,fL,TTL�wG RETAINING WALL - - - - - - -- - - - - - - - - RevisEE� NEW ENGLAND ENGINEERING SERVICES, INC. �} x'34. -Ln PRt�laos€D SPOT GRAD, s �� �• 12-22.06) 166 OSGOOD STREET C GS 5Y4,'4 10YRM1'B QI 0 SCUTE 2-64 FINSAL _ aI- SY 4.r2 ,'' ., , BUILDING , 34 64 -- TESTPtTSPERFDRMEDON6"captaBY I O TEST PIT �ICr y! - I1 p�:(yORTIiANDOVER., NIA01845 Opp 78) 686-1768 FAX: (978)327-6138 BENJAMIN C OSGOOD,JR., PERCOLATION TEST Z7/Z1.11 Z 1L4 AND WITNESSED SY MARTIN FAIR. NORTH READING HEALTH AGENT. 1 /Z1. I7RAEti N H�`; SHOE';T C'HEC.ICE.D BY: 1 ! [ K4 I CERTIFY TIdATINJ NOVEMBER 1990 4 PASSED THE SOIL EVALUATOR EXAMINATION APPRY7'r''ED BY THE DEPARTMENT OF ' 1; (j, I Qf 2 B.G.O. Jr.. ENVIRONMENTAL PROTEC-IONANU THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT AITH THE ,I 1 iJ 1.11.:.F pESID;N$�`- REQUIRED TRAINING,EKPERTi5E,AND EXPERIENCE RMB DESCED pJ 310C&MR 15.4717.. C 1(1' 20' 3fii J Y. LOCUS P.1AP NOT TO SCALE '._06 - B.C.O. Jr.. V-1 L� 1°ko t� WOO 004 to �� NEw lENGL4,ND lENGMEMG SERVICES, ]INN 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01845 Tel: (978) 686-1768 • Fax: (978) 327-6138 wwwneengineeringinc-com May 15, 2008 NEES Proj # 1266 Ms.Joanne Scott Salem Board of Health 120 Washington Street Salem, MA 01970 Re: 10 Wyman Drive Salem, MA Septic System Design Re-Submittal Dear Ms. Scott The following plans for the above referenced property are being re-submitted for approval. If you have any comments or questions please do not hesitate to contact this office at 978-686-1768. Sincerely, Benjamin CU Osgo , r. P.E. President MAY 2�6� c+-r CF S ,,LEM BC) Or HEALTH i DESIGN DATA o PERCOLATION RATE:8 MIN.ANCH SOIL CLASS:CLASS I - -' DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS 3 LOADING RATE:0.66 GALLONS PER SQ.FT. SYSTEM SIZE REQUIRED:440 GALLONS PER DAY/0.66=666.67 S..FT. SYSTEM SIZE PROVIDED:USE 7 DEEP x 7 WIDE LEACH TRENCHES WITH 6 SQ.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SQ.FT./6 SO.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. USE TWO 2'DEEP X2'WIDE x 56 LONG TRENCHES-112 LINEAR FEET OF TRENCH=672 SO.FT.LEACHING AREA , SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2=880 GALLONS) SEPTIC TANK PROVIDED:1500 GALLON SEPTIC TANK \ yJw SPECIAL DESIGN NOTE W THIS DESIGN UTILIZES THE"Bw"LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF m PERVIOUS PARENT MATERIAL BELOW HE LEACH AREA. O F PT2 BENCHMARK:SPIKE IN TREE 7 t 8 b TP2 PERCOLATION TES a ABO:GRADE.ELEV.103.55(ASSUMED DATUM) TP1 ~ DATE: 8-23-06 N/F LEWANDOWSKI ` PT1 / I N/F PALM HOLE# PTI PT2 "C"LAYER "B"LAYER BOULDER RETAINING WALL ELEV.OF PERC 104.05 105.97 (DESIGN BY OTHERS) ` / I I STEP WALL DEPTH OF PERC. 31'/19" 20"/16" TOP ELEV.110.00 / WITH SLOPE START PRE SOAK 10:19 10:42 END PRE SOAK 10:34 10:57 1 S62038'20"E TIME @ 12" 10:34 10:57 102 TIME @ 9" 10:45 11:12 180.00 TIME @ 6" 11:02 11:35 4'CHAIN LINK OR _ _ _ 1 TIME(9"-6') 17 MINUTES 23 MINUTES STOCKADE FENCE RATE MIN.ANCH 6 MIN.ANCH 8 MIN.ANCH \ PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. 7 7 T/ 7 7 - ' \E NI AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / I 40 MIL.IMPERVIOUS 19' BARRIER '/ 110.95 56 7705 105' GENERAL NOTES __ - - _ 1. SYSTEM NOT ____________ _ _R_ESERVEAREA 2. SYSTEM SHALL.BE MAINTAINED CBY PUMPING EVERY GARBAGE TWO YREARS,OR AS OTHERWISE REQUIRED BY TITLE 5. 104 L , '� -----J TP3 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR.. AND WITNESSED BY MARTIN FAIR,SALEM = _ _ _ 10 WYMAN DRIVE HEALTH AGENT. 111'20 - 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY - 111°20 / / ASSESSORS MAP 2 LOT 37 ti`O PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). r-------------'----- ----------------------------- 7 5. THERE ARE NO WELLS LESS THAN 101 FEET FROM THE PROPOSED SUBSURFACE DIISPOSAL SYSTEM. / l' --- --- --- --- -- -- 6. THERE ARE WETLANDS LESS THAN FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET 106 - - / / 18,000 S.F. AND NO DRAINS LESS THAN 50 FEET FROMOM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 7. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT DI R ION BOX / WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE 70 THE CLIENT OR ULTIMATE USER WITH LIMIT OF SAND RESPECT TO FUTURE SYSTEM FUNCTIONING. 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. O (SEE CONST.NOTE#3) 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. - N/F WTTIN EG 11. THE BOULDER RETAINING WALL SHOWN ON THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO DEMONSTRATE COMPLIANCE 1 / STRUCTURALOF THIS DESIGN WITH TITLE 5. THE FINAL WALL DESIGN SHALL BE COMPLETED BYA SEPARATE CONTRACT BY THE PROPERTY OWNER. HE E STRUCTURA NG NEER S HALLF PROVIDE SU ENGINEER IC EEHIRED NT CONSTRUCTION DRAWINGS CONSTRUCTIONINTEGRITY E 10P �E CODES,AND ITHGODEGINRIPSLAD ENGIINEERN SRVIICSNC. Bsik5 MAKESNO R S NTO HE SUPERVISION NIOE WALLS SHOWN THIS No+'1O PLL / � 112 N/F SWENBECK 22°UPWARD BEND \ / -/ / �p O :T CONSTRUCTION NOTES - 11 _ - PROPOSED FOUR _ W \ BEDROOM HOUSE / 00 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR,HSILL ELEV.120.00 1O / � \ � C.F.ELEV.112.00 MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORIILY COMPLETE E WORK AS SHOWN ON THIS \ PLAN IN ACCORDANCE WITH 310 CMR 15.00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE - - 116 70' ,� INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE CITY OF SALEM. IN THE EVENT OF A CONFLICT,THE MORE v ` \ RESTRICTIVE PROVISION SHALL APPLY. 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION COMPLIES WITH THIS DESIGN PLAN. IAS" 3. TOPSOIL,SUBSOIL,INCLUDING HE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A 8 FILL HORIZONS 11 y m ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACED O O / PROPOSED \ N 118 \ WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255,PARAGRAPH 3 AS REVISED ON OCTOBER 20, 10.5' 24'x 24'GARAGE - 1995.TOP OF SAND SHALL BEAT THE SAME ELEVATION AS THE TOP OF 1/8"TO 3/8"'DOUBLE WASHED STONE. 22°DOWNWARD BEND FLOOR ELEV.118.00 \ 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEDRIS,STUMPS,OR OTHER DELETERIOUS 100 WELL RADIUS \ MATERIALS. 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS I44 \ SHOWN AND TOPPED WITH 41NCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL I SHALL REMAIN ON SITE. i 1500 GALLON V V 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. 'tp SEPTIC TANK CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. ~ I I 84.3 8. BENCHMARK:SPIKE IN TREE 7 t ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) \ \ 9. FILL UNDER THE SEPTIC TANK 8 DISTRIBUTION BOX SHALL BE PLACED IN 12"LIFTS:AND MECHANICALLY COMPACTED. cqI I \ - 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC CEMENT. 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CIMR 200. SEWAGE FLOW,INCLUDING GRAY •••••••••••••••••••••••• _ WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. I T~• .•••••••••••••••••• • •••••••••••••• • ••••••• 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE ,►/ "4' :•, ::::•,• ,:•, :::::•:::".•: ;•:: ::::••: COMPACT BASE. ,� I / '.":.':1:::::::::'.m ....::::::::'-'..."................. \ 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER!ENVIRONMENTAL PRODUCTS,OR APPROVED PROPOSED ':.:'ti:-:'::.C6':::::::: EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. DRIVEWAY """""" """"""""""' EXISTING DRILLED WELL 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMIPONENTS. / : .:-:.�:.'::.':.:':.::::':.:' ':.PROPOSED' :::. •::::::........ ............... ...... \ . . DRIVEWAY :::::.':.'.': .':.':.'.":::.':::.':.':.':.':.'::.:.':.....:.' ................... ................ :. ...............180.00"............ .............. .............. .... SOIL LOG I ` 2°X820"E•:::::..................:::: w'.. 1 TOP ELEV. 102.59 ESHGW 98.09 \ I I TPl : 120 ;; : :::::: ;:::::. DEPTH SOIL HORIZON SOH.TEXTURE SOIL COLOR: SOIL MOTTLING ........................... 0"-38" FILL VARIES VARIES \ 38"-54" Bw SL 2.SY 4/4 @54" I 5 Q GS 5Y 4/4 10YR , WYMAN DRIVE REFUSAL SAL @ 86" 5Y 4/2/2 I 1 TOP ELEV. 105.44 ESHGW 101.11 I I I TP2 I DEPTH SOIL HORIZON SOILTEXTVRE SOIL COLOR SOIL MOTTLING �' � PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIES 29"-52" Bw SL 2.5Y 414 @sz LEGEND SEWAGE DISPOSAL SYSTEM 52"140" C GS 5Y 4/4 1OYR 5/8 ,�` $o+ °BENJABfNC. 10 WYMAN DRIVE, SALEM, MA �. ��REFUSAL @80 5Y 4/2 P ASSESSORS MAP 2, LOT 37 ' 4 0� u C3000D � � PPROPOSED GRADE CIVIL ., EXISTING GRADENO.46691 PREPARED FOR JOHN O'LEARY TOP ELEV. 110.14 ESHGW 107.31 °unKAW 40 MIL IMPERVIOUS BARRIER - - - - - - - - 8sl E '� 0 D137 HIGH ,ST 01923 TPI FENCE ��' ET 6 SCALE: 1" = IO' OCTOBER 23, 2006 DEPTH SOH,HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING w�Mn" \ j \ wmu"orave RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES, INC. O"-12" A SL 10YR 3/3 12"-34" Bw SL 10YR 5/6 @34" i• 1600 OSGOOD STREET I 34"1'x4" C G S 5Y 4/4 10YR 5/8 \' \ sm PROPOSED SPOT GRADES 99'99 12-22-06 `4 aESTP\ 5-6-08 BUILDING 20, SUITE 2-64REFUSAL@64• 5Y 4/2 \ f11�sCO TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR., PERCOLATION TEST -�-- P14:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. \ DRAWN BY: SHEET#: CHECKED BY: I CERTIFY THAT IN NOEM13ER 19951 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE S.G.B 1 Of 2 B.C.O. Jr.. REQUIRED TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. \ 0' 0 10' 20' 30� Fu DESIGN �O DATE_sl�d-Or3 LOCUS MAP NOT TO SCALE 1266 -5-6-08 BC O. Jr.. i 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 12"MIN.36" 120 - COVER 4"LOAMCOVER . SYSTEM PROFILE COVER SILL ELEV..120.00-/ 20"DIA.RISERS TO WITHIN SCALE: 1" =20' HOR.; 1"=2'VERT. TOP OF WALL TOP OF SAND DOUBLE WAS ED118ST0 E 119 . 6"OF FINISH GRADE OVER ALL OPENINGS MINIMUM ELEV.109.95 (SEE CONST.NOTE#3) 2%SLOPE- 118 CEAN NATIVE BACKFILL 9"MIN. 117 - 36"MAX. v. a BOULDER RETAINING WALL ItD O ! 26"OF3/4^TO,-1/2" > - COVER(TYP.) O I . DOUBLE WASHED STONE "� 116 (DESIGN BY OTHERS) U U RESERVE I5�� MAGNETIC MARKING TAP (TYP.) 8 28 \ AREA :2a" �1�� AREA NOT TO SCALE Q E P. - 115 SEE GENERAL NOTE#11 ON SHEET#1 HEI HT VARIE 00 .. .. 5:,. ... ._ „1 i-. o .. 22 112°BENDS O FROM 1'T08' O I . . "2• .2' `. .. 2, : . . .: Z' .: . ..:2•_ :2.-.... ' ..2 � 114 FOUNDATION ET TEE INVERT ELEV. 114.50 NILETIE EVO10967:OUTLETN BOX WITH LELEV.109.50 g4 S S-0.02 O O . 113BREAKOUT ELEV.109.95 t � .. ... ... .. .. .. . .. .. .: ..'.-. :. . -0005 VENT 1 .. : .: • . - 58 OF 4 SCH.40 PERF.P.V. - I g 112 ,o FINISH 28 OF 3l4 TO 1 1/2 GRADE DOUBLE ASHED STONES _Z f O . . ,. .. . g g :M . COMPACTGRAVEL LIMIT OF SAND 110 H f]O�� I (SEE CONST.NOTE#3) COVER / EXISTING GRADE O VO TOP ELEV.1009.9 US BARRIER 109 1500 GALLON 40, ? ` .fit - / /�� GRADIENG 00-00000 O 00 00 BOTTOM ELEV.99.45 SEPTIC TANK ^ OOO OO OO OO OO OO INLET ELEV. 114.30 OUTLET ELEV.114.05 -BEG.INV.109.45 4"SCH 40 PVC TRENCH END DETAIL 108 5=0.12 \ END.INV 109.16 \ c SCALE: 1"=2' 107 j . 106 \ - BOTTOM OF TRENCH ....... ELEV.107.16 105 104 103 ESHGW ELEV. 2"OF 1/8"-3/8" .. ., •... .. 103.16(TP2 DOUBLE WASHED STONE 102 - ADJUSTED FOR SLOPE 4"SCH.40 PERF.PVC 26"OF 3/4"TO 1-1/2" 12"MINIMUM EARTH COVER "' TO ELEV.107.50 S=0.005 DOUBLE WASHED STONE 4'SEPARATION 101 =/ =71W \/ NOTE: THE ELEVATION OF THE BOTTOM OF SAND IS TAKEN FROM THE CLEAN NATIVE BACKFILL LIMIT OF SAND 3 i \ TEST PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION (SEE CONST NOTE ) AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY, AND SHALL BE ADJUSTED AS NECESSARY DURING .. , - . > o -�; .oma �" r >�- >�o•-�o'er `� o_.`-'� >�� >d >�' CONSTRUCTION .. _ .. >v .5' ; 'I . ..58 : 5 '. .. MARKING TAPE MAGNETIC .. ., . .. . .. . 4 SCH.40 PVC TEE 2 .. ' . .. . . . - 4 SCH 40 PVC (AS REQUIRED) RISER 6. .: .. .. 4 SCH 40 PVC TEE , V TRENCH SECTION DETAIL 7"o.C.1'-0" ,'-s' c6)4"DIA.OUTLET 10^ 6^ SCALE: 1"=2' z^ z^ 9"MIN. PLAN VIEW SECTION VIEW 36"MAX.COVER - 6^MAX. FINISH GRADE MAGNETIC 6 OUTLET DISTRIBUTION BOX MARKING TAPIE SCALE: 1" =2'SHEA MODEL B-6DB OR APPROVED EQUAL 10:-6" SCH.40 - 3" PVC TEE 1"TAPER 3"MIN. DISTRIBUTION BOX NOTES to '`' '� '� ': 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE ST LEVEL 20"MIN.DIA.CLEANOUT COVERS ""� '`" I LEACH LINES 2. D-BOX SHALL BE SET IN 6"OF COMPACTED 3/4"CRUSHED STONE. WITH RISERS TO WITHIN 6" 3" `--- 3. FILL BELOW D-BOX SHALL BE COMPACTED SEE CONST..NOTE#9 OF FINISH GRADE 4"INLET INV. 114.3 N 10"MIN, 9. IN. 4" 6""MIN. 4"OUTLET INV.194. 5 90°ELBO 4. D-BOX SHALL BE WATERTIGHT(SEE CONST..NOTE#11). ) 5. ALL OUTLETS SHALL BEAT THE SAME ELEVATION. 6. INSTALL RISER TO WITHIN 9"OF FINISH GRADE. LIQUID LEVEL-/ 0 I I 12"MAX. SCH.40 PVC TEE 12"MAX. 0. 6•-g^ ELBOWS PROPOSED SUBSURFACE 4,-7" SNOT NK 4-0" GAS BAFFLE-/ 44" TEE ?Z1�'lµ�� SEWAGE DISPOSAL SYSTEM �° BENJABINR 10 WYMAN DRIVE, SALEM, MA SCH.40 PVC TEES 3" ASSESSORS MAP 2, LOT 37 MAGNETIC � u �m`� M MARKING TAPE 4" NO.46691 PREPARED FOR 4FQ15 a JOHN O'LEARY 4s ss aL °� Iola? 137 HIGH STREET ... „ ,y,,..,,...•:.... : .. .,. . .. ... :. .,; y.,., ELBOWS r " DANVERS,MA 01923 BEND DOWNWARD22 6"OF COMPACTED 314"CRUSHED STONE J SCALE: AS SHOWN OCTOBER 23, 2006 1500 GALLON SEPTIC TANK (H-10 LOADING) VENT DETAIL REVISED NEW ENGLAND ENGINEERING SERVICES, INC.. NOT TO SCALE 12-22-06 1600 OSGOOD STREET SCALE: 1"=2' SHEA MODEL TK1500 OR APPROVED EQUAL 5-6-08 BUILDING 20, SUITE 2-64 TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATERTIGHT AS SUPPLIED BY MANUFACTURER. (^78) 686-1768 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER 3. 9"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK DRAWN BY: SHEET#: CHECKED BY: 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 -5-6-08 B.C.O. Jr.. N DESIGN DATA ` o PERCOLATION RATE:8 MINANCH / SOIL CLASS:CLASS I - - DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS 3 / LOADING RATE:0.66 GALLONS PER SQ.FT. SYSTEM SIZE REQUIRED:440 GALLONS PER DAY/0.66=666.67 S..FT. SYSTEM SIZE PROVIDED:USE 7 DEEP x 7 WIDE LEACH TRENCHES WITH 6 SO.FT.LEACH AREA'PER LINEAL FOOT OF TRENCH 666.67 SO.FT.16 SO.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. / USE TWO 2'DEEP x 7 WIDE x 56 LONG TRENCHES=112 LINEAR FEET OF TRENCH-672 SQ.FT.LEACHING AREA - SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2-SW GALLONS) SEPTIC TANK PROVIDED:1500 GALLON SEPTIC TANK SPECIAL DESIGN NOTE THIS DESIGN UTILIZES THE'BW LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF ` m PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. a O F ^' PT2 BENCHMARK:SPIKE IN TREE 71 TP2 ASO GRADE.ELEV.103.55(ASSUMED DATUM) TP1 ~ O O DATE: 8-23-06 N/F LEWANDOWSPT1 / I O N/F PALM HOLE4 PTI PT2 PERCOLATION TEST ^/ "C"LAYER "B"LAYER BOULDER RETAINING WALL ELEV.OF PERC 104.05 105.97 (DESIGN BY OTHERS) / STEP WALL DEPTH OF PERC. 31719" 20"/16" r- TOP ELEV.110.00 ` / I I1 I� WITH SLOPE fj START PRE SOAK 10:19 10:42 Y END PRE SOAK 10:34 10:57 . Z7 S62°38'20"E TIME @ IT 10:34 10:57 1 _ TIME @ 9" 10:45 11:12 \ 180.00, TIME @ 6" 11:02 11:35 4'CHAIN LINK OR _ TIME(9"-6') 17 MINUTES 23 MINUTES STOCKADE FENCE RATE MIN.ANCH - 6 MIN.ANCH 8 MIN.ANCH PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. T/ r \� AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / I 40 MIL.IMPERVIOUS / BARRIER 110'95 56 110,9 105' GENERAL NOTES ---------------------- _E_A_R_AREA - --------------1 - I 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. - - I L---------------- -RESERVE�---_-- - TP3 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS,OR AS OTHERWISE REQUIRED BY TITLE 5. 104 / J / 3. DEEP OBSERVATION HOLES PERFORMED ON 6-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM '/ _ - - - - - - - 10 WYMAN DRIVE HEALTH AGENT. C 111'20 / 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY _ 111.20 ASSESSORS MAP 2 LOT 37 tib PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). r------------------- ---------------------------- 5. THERE ARE NO WELLS LESS THAN 101 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. ` --- ___ --- RESERVE_AREA _ _ ,, 18 000 S F - ~ -- --- --- --- -- 6. THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RIESERVOIRS LESS THAN 400 FEET 10` ' AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 106 - EXCLUDING S.F. 7. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, / EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT DIST ION BOX / WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH RESPECT TO FUTURE SYSTEM FUNCTIONING. LIMIT OF SAND 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. (SEE CONST.NOTE#3) 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. N/F WE=G 11. THE BOULDER RETAINING WALL SHOWN ON THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO DEMONSTRATE COMPLIANCEOF THIS DESIGN WTH TIT SEPARATE CONTRACT BYLTHE PROPERTY OWN RE THE STRUCTURAL ENGINEER SHALLOP OF VIDE SU HIRED5. THE FINAL WALL DSIGN SHALL BE COMPLETED BY A SUCTURALIICIENT CONSTRUCTIONDRAWINGS AND �V CODES,AND S(INSTALLED IINICOMPLIANCE ON SUPERVISION WITH GOOD ENGINEERING NG PRACT CET THE WALL IS STRUCTURALLY NEW ENGLAND ENGINEERING ERVIIC SE INC. 10�'1O PO�RSV.1E O� MAKES NO REPRESENTATIONS AS TO THE STRUCTURAL INTEGRITY OF THE WALLS SHOWN ON THIS PLAN. 10,10, 112 - N/F SWENBECK 22°UPWARD BEND \ / / - -/ = _ - - - - / F� O CONSTRUCTION NOTES - 1 11 / PROPOSED FOUR / / o \ BEDROOM HOUSEcq SILL ELEV.120.00 / / \ IV) 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, 1O/ / /C.F.ELEV.112.00 / 116 MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS PLAN IN ACCORDANCE WITH 310 CMR 15.00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE / 116 / INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE CITY OF SALEM. IN THE EVENT OF A CONFLICT,THE MORE ^ / / I \ 770' RESTRICTIVE PROVISION SHALL APPLY. V �' 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION ' 10 _' / \ \ \ W COMPLIES WITH THIS DESIGN PLAN. 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A 8 FILL HORIZONS O O / ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACED �. / WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, PROPOSED \ N 14 H ` - 1995.TOP OF SAND SHALL BEAT THE SAME ELEVATION AS THE TOP OF 1/8"TO 3/8"DOUBLE WASHED STONE. 10.5' 24'x 24'GARAGE 22°DOWNWARD BEND 00 FLOOR ELEV.118.00 \ 4, FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS 100'WELL RADIUS \ MATERIALS. 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. I 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. - 144 \ \ \ SHOWN AND TOPPED WITH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL - , 1500 GALLON I SHALL REMAIN ON SITE. 0 ' SEPTIC TANK 0 V V 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. I CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. '-' O 84.3' 8. BENCHMARK:SPIKE IN TREE 2'1 ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) N O o rr ' \ rr� 9. FILL UNDER THE SEPTIC TANK&DISTRIBUTION BOX SHALL BE PLACED IN 12"LIFTS AND MECHANICALLY COMPACTED. N �*; �R `4 '•'"� p 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE SEALE D WITH HYDRAULIC CEMENT. V) " -_.., tl ...... ..................... 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 200. SEWAGE FLOW,INCLUDING GRAY \ WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. ' \ - 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID INA STRAIGHT LINE AT A(CONSISTENT GRADE ON A FINE ,� / :::.:'`:�.; \ MAY 6 $666 COMPACT BASE. :::.':ti:::::::::::E,':.':.•. .':.:•:.•::.•:... ....•.:•::..... ::: \ 12 1 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMIENTAL PRODUCTS,OR APPROVED i ' PROPOSED / '::.'ti:-'. .:m':::::'. :':::::::.: :: - - -�-t� EQUAL. CONTACT JEFFREY MILLER(508)6973710 FOR PRODUCT INFORMATION. DRIVEWAY """"""""""""... x EXISTING DRILLED WELL BOAIiIJ OF HEALTH 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. / '•.. •"'."'''••••'••••••'•••••• .'.:PROPOSED'.':.'.:':.':.'. ......- :."`.`:'. ... DRIVEWAY .'::.':.'.:':.' .':.':.:':.':.::::':.'::.':::.':..: . ................... .�':::::. SOIL LOG2° 8�0': :::::::::::::::::: : :: 1 TOP ELEV. 102.59 ESHGW 98.09 \ .................. ..... .. I I TPl I 120................................. DEPTH SOIL HORIZON SOH.TEXTURE SOI.COLOR SOI..MOTTLING ...............................•.......................... ........................... FILL VARIES VARIES 38"-54" Bw SL 2.5Y 4/4 @54' 54•-06• Q GS 5Y 4/4 110YR5/8 , WYMAN DRIVE REFUSAL @ 86' SY 4/2 / I I I I i TOPELEV. 105.44 ESHGW 101.11 ' I TP2 ) DEPTH SOI.HORIZON SOILTEXTURE Son.COLOR SOI,MOTrLING '< PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIESLEGEND - ��•1"oa:rl�,�$�c" SEWAGE DISPOSAL SYSTEM 2Bw SL 25Y 414 @52- ,M u BO o ASSESSORS MAP 2, LOT 37 Sr-80" C GS 5Y 4/4 U0YR5/8 ,� Oa 10 WYMAN DRIVE, SALEM, MA REFUSAL SAL @ 80" SY 4/2 o ' P PROPOSED GRADE - - - - - CML A EXISTING GRADE NO.46811 PREPARED FOR f *FCJOHN O'I.EARY �o I � p { TOP ELEV. 110.14 ESHGW 107.31 , 40 MIL IMPERVIOUS BARRIER - - - - - - - - s8 137 HIGH STREET DANVERS,MA 01923 TP3 NMMINFENCE � SCALE: 1" = 10' OCTOBER 23, 2W6 RMD DEFI'H SOI.HORIZON SOIL TEXTURE SOI.COLOR SOI.,MOTTLING 0"-12' A S L 10YR 3/3 \ m,.uNome RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES INC. 1r3a• Bw SL 1oYR5/e @34• LIlk 12-22-06 1600 OSGOOD STREET REFUSAL @ sa• c GS 5Y4/4 noYRMstre - \' \ PROPOSED SPOT GRADES 99'99 5-6-08 � ` _ BUILDING 20 SUITE 2-64 E\ SwkAS�o TEST PIT ® NORTH ANDOVER, MA 01845 j TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR., \ � PERCOLATION TEST P14:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. \ DRAWN BY: SHEET#: CHECKED BY: I CERTIFY THAT IN NOVEMBER 19951 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF S.G.B 1 Of 2 B.C.O. Jr.. ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE 10' 0 10' 2O' $0' REQUIRED TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED IN 340 CMR 15.017. FILE#: DESIGN BY: elf-� DATE tvr 6-O LOCUS MAP NOT TO SCALE 1266-5-6-08 B.C.O.Jr.. 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 12"MIN. 1 20 4"LOAM COVER COVER. SYSTEM PROFILE COVER SILL ELEV..120.00 20"DIA.RISERS TO WITHIN SCALE: 1"=20' HOR.; 1"=2'VERT. TOP OF WALL TOP OF SAND 2"OF 1!8°ONE 1 19 DOUBLE WASHED STONE 6"OF FINISH GRADE OVER MINIMUM ELEV.109.95 (SEE CONST.NOTE#3) ALL OPENINGS 20% SLOPE�- \ t4"LOAM COVER / \ 118 / CLEAN NATIVE BACKFILL 117 - 36"MAX. . BOULDER RETAINING WALL Q �_ 28'OF3i4"'To,-in" COVER m ) DOUBLE WASHED STONE ' \ C R P. ®ro ' �,' : > �Y ' w. 6NCa 1�ER� 116(DESIGN BY OTHERS) 26 z NOT TO SCALE r vv �� 24" �vv �� MAGNETIC MARKING TAP (TYP.) E P. �.. .. .:.. . 115 SEE GENERAL NOTE#11 ON SHEET#1 HEIGHT VARIES Q Q 22 1n°BENDS Q FROM 1'T08' Q ' . . .. 7 ':2: .. .2 2� 114 DATION 2 INVERT ELEV.114.50 8 INLET ELEV.109.67:OUTLET ELEV.109.50 .. .. . . 4 SCH 40 PV 8 BREAKOUT: .., C ELEV 109.95 DISTRIBUTION BOX WITH INLET TEE Q 5' 113E ,�9 ' _. S 0.02 VENT 58OF4 SCH 40 PERF.PVC S-0005 2"OF 1/8"TO 1/2"DOUBLE W i 112 FINISH 0 8 . . ... :. .. .. . ... OF 3l4 TO 1 1n GRADE r:. .. : . :... / Q :. .. •,. ; ., .. ., .. DOUG SHED STONE 12"MIN. / \ ..\\ /• O Q Q - - 36"MAX. � COMPACT GRAVEL LIMIT OF SAND 110 � `fnj8 ' (SEE CONST.NOTE#3) COVER / EXISTING GRADE l/ LLON TOP40 IELEV.109.95USBARRIER 109 SEPTII1500 CTANK 40' a EXISTING Qo°�oQ QQ OQ�QQ QOQ QO BOTTOM ELEV.99.45 INLET ELEV.114.30 \ GRADE OUTLET ELEV.114.05 4"SCH 40 PVC BEG.INV.109.45 / TRENCH END DETAIL 108 S=o.,2 \ VyEND.INV.109.16 SCALE: Ill 107 - 106 07 106 \ .,'. ' - .. .. BOTTOM OF TRENCH • .. . . .:.'.' ..':' ELEV.107.16 105 1. ... .. . . 104 ;:�..; .. .; . . .: ....: ... . .. , ... .. . 103 :.. .. ... .. •: . : .. .. :.: :.. . ... . .. . .:. 2"OF 1/8"-3/8" ,. . ESHGW ELEV ' 103.16(TP2) DOUBLE WASHED STONE 102 - - _ ADJUSTED FOR SLOPE 4"SCH.40 PERF.PVC 28"OF 3/4"TO 1-1n" 12^MINIMUM EARTH COVER " .. : ,. TO ELEV.+07.50 S=o.005 DOUBLE WASHED STONE 4'SEPARATION 10 1 ... / \ NOTE: 3 ' \ - _ _ _ 100 TEST PIT THAT ISOCLOSEST TOTHE PROPOSED SOIL ABSORPTION ABSORPTION SEE CONST N CLEAN NATIVE / THE ELEVATION FROM THE LIMIT OF SAND 1 / 15 '- AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE ( OTE ) EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY, c o ADJUSTED AS NECESSARY DURING > o 0 0 0 o J .o V`J vb . J b ,. AND SHALL BE CONSTRUCTION v 0 0 24 .. .'( .. . . . 5' MAGNETIC •-.' .. . . . . .. '. .. MARKING TAPE , . ..:. .. .. .. 4 SCH 40 PVC TEE 4 SCH 40 PVC RISER AS ED .,. .. . . .. ... ,.. : . - .. .. .. 4 SCH.40 PVC TEE i TRENCH SECTION DETAIL 7"O.C. ,' c6)4"DIA.OUTLET i _ i' 10" 8. SCALE: 1"=2' 2. 2. 9"MIN- PLAN VIEW SECTION VIEW 36"MAX.COVER 6"MAX. FINISH GRADE MAGNMARKINGTAPE 6 OUTLET DISTRIBUTION BOX 10'x" SCH.40 SCALE: 1" = 2'SHEA MODEL B-6DB OR APPROVED EQUAL 3. PVC TEE 1"TAPERDISTRIBUTION BOX NOTES 20"MIN.DIA.CLEANOUT COVERS '' " '' s'. .., • � �- LEACH LINES 1. FIRST TWO FEET SE PIPE FROM D-BOX SHALL BE SET LEVEL WITH RISERS TO WITHIN 6" 3^ 2. D-BOX SHALL BE SET IN 6"OF COMPACTED 3/4"CRUSHED STONE. OF FINISH GRADE 4"INLET INV.114. 10"MIN. 9" IN. 4" 4"OUTLET INV.+14. 5 3. FILL BELOW D-BOX SHALL BE COMPACTED(SEE CONST..NOTE#9). 6"MIN. 90°ELBO 4. D-BOX SHALL BE WATERTIGHT(SEE CONST..NOTE#11). 5. ALL OUTLETS SHALL BEAT THE SAME ELEVATION. 6. INSTALL RISER TO WITHIN 9"OF FINISH GRADE. LIQUID LEVEL 14" 't 12"MAX. SCH.40 PVC TEE 12"MAX. �. V-8" ELeows PROPOSED SUBSURFACE GAS BAFFLE ,1�,�,� SEWAGE DISPOSAL SYSTEM 4 SNOTE#2 4-� 4'-4" TEE N� SALEM, MA SCH.40 PVC TEES 3" r• aa0 BOA.� lOASSES DRS MAP 2, LOT 37 MAGNETIC ' CML MARKING TAPE 4" NO.49811 PREPARED FOR 8s Q1S JOHN O'LEARY 45" ALE++o\1' ��$ 137 HIGH STREET 22�°DOWNWARD W OF COMPACTED 3/4"CRUSHED STONE ELBOWS DANVERS,MA 01923 BEND SCALE: AS SHOWN OCTOBER 23, 2006 1500 GALLON SEPTIC TANK (H-10 LOADING) VENT DETAIL REVISED NEW ENGLAND ENGINEERING SERVICES, INC.. SCALE: 1"=2' SHEA MODEL TK1500 OR APPROVED EQUAL NOT TO SCALE 12-22-06 1600 OSGOOD STREET 5-6-08 " ": ."" BUILDING 20, SUITE 2-64 h TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. (978 686-1768 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER. l 3. 9"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK DRAWN BY: SHEET#: CHECKED BY: 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. '. S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 -5-6-08 B.C.O. Jr.. DESIGN DATA o PERCOLATION RATE:8 MINANCH SOIL CLASS:CLASS 1 DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS LOADING RATE:0.66 GALLONS PER SO.FT. $ / SYSTEM SIZE REQUIRED:440 GALLONS PER DAY 10.66=666.67 S..FT. SYSTEM SIZE PROVIDED:USE 7 DEEP x 7 WIDE LEACH TRENCHES WITH 6 SQ.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SO.FT.16 SO.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. ` /USE TWO 2'DEEP x 2'WIDE x 56 LONG TRENCHES=112 LINEAR FEET OF TRENCH-672 SO. FT.LEACHING AREA v SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2.880 GALLONS) SEPTIC TANK PROVIDED:1500 GALLON SEPTIC TANK V J I SPECIAL DESIGN NOTEul THIS DESIGN UTILIZES THE"Bw"LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. FO ^' PT2 BENCHMARK:SPIKE IN TREE 7 t N b TP2 PERCOLATION TEST ABO GRADE.ELEV.103.55(ASSUMED DATUM) TPI DATE: 6-23-M N/F LEWANDOWSKI PT1 ~ O N/F PALM HOLE# "C" PT2 �' "C"LAYER "B"LAYER BOULDER RETAINING WALL . ELEV.OF PERC 104.05 105.97 (DESIGN BY OTHERS) ` / I DEPTH OF PERC. 31719" 20"/16" TOP ELEV.110.00 / I STEP WALL yy 1 WITH SLOPE r� START PRE SOAK 10:19 10:42 END PRE SOAK 10:34 10:57 - S62°38'20"E TIME @ 12" 10:34, 10:57 TIME @ V 10:45 11:12 2 \ 180,00' TIME @ 6" 11:02 11:35 4'CHAIN LINK OR TIME(9"3') 17 MINUTES 23 MINUTES STOCKADE FENCE RATE MIN.ANCH 6 MINANCH 8 MINANCH PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. 7 7 T/ 7 7- VENII . AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / I 40 MIL.IMPERVIOUS 19' BARRIER 110'95 56 105' 1109 GENERAL NOTES _ _ - - 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. _ - I L---------------- - _RESERVE AREA _ ______________- TP3 - 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS,OR AS OTHERWISE REQIUIRED BY TITLE 5. / M 3. DEEP OBSERVATION HOLES PERFORMED ON 8.23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM o _ - - - - - - 10 WYMAN DRIVE HEALTH AGENT. 111"20 - 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM ANON THE GROUND SURVEY 111.20 10b PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). r------------------- ------------------------ / ASSESSORS MAP 2, LOT 37 ti 5. THERE ARE NO WELLS LESS THAN 101 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. ` _-_ ___ ___ ___ _ __ RESERVE AREA --- --- - - _ 6. THERE ARE WETLANDS LESS THAN FROM FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET 106 / / 18,000 S.F. / AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 7. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, / EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT DI ION BOX WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH / RESPECT TO FUTURE SYSTEM FUNCTIONING. LIMIT OF SAND (SEE CONST.NOTE#3) 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. O 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. - r 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. `- 1 2 / / N/F WEFFING 11. THE BOULDER RETAINING WALL SHOWN ON THIS PLAN IS FOR ILLUSTRATION PURPOSES(ONLY TO DEMONSTRATE COMPLIANCEOF THIS WITH TITLE 5. THE FINAL WALL DSIGN SHALL BE COMPLETED BY A STRUCTURAL HIRED UNDER SEPARATDE ESIGN CONTRACT BY THE PROPERTY OWN RE THE STRUCTURAL ENGINEER SHALL PROVIDE U FE IC ENT CONSTRUCTION DRAWI S AND CONSTRUCTION N TO INSURE T THE WALLIS LY SOUND,MEETS ALL MAKESONORE REPRESENTATIONS AS COMPLIANCE E WITH GOOD ENGIN ERI G PRACTICE. NEW THE WALLS SHOWN ON THIS ENGINEERING SERVICES,INC. "0 o1OO P RS���� � / 11 / 110. N� 112 / N/F S WENBECK 22'UPWARD BEND \ / _ -/ = _- - - __ / ! p a CONSTRUCTION NOTES 11 - PROPOSED FOUR - _ - W �O'c / a o _` \ BEDROOM HOUSE / / \ 00 / \ / GO 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, SILL ELEV.120. O/ C.F.ELEV. 120. 0 MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS / 116 PLAN IN ACCORDANCE WITH 310 CMR 15.00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE CITY OF SALEM. IN THE EVENT OF A CONFLICT,THE MORE / I 70' RESTRICTIVE PROVISION SHALL APPLY. 1�! \ 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION - A 10 W COMPLIES WITH THIS DESIGN PLAN. _ oo 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A&FILL HORIZONS _ ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACED / O O / c WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, 10 5' �_ PROPOSED \ N 11$ 1995.TOP OF SAND SHALL BEAT THE SAME ELEVATION AS THE TOP OF 1/B"TO 3/8"DOUBLE WASHED STONE. 22'DOWNWARD BEND 24'x 24'GARAGE 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS i0p�WELL FLOOR ELEV.118.00 \ \ RADIUSMATERIALS. 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. 144 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS SHOWN AND TOPPED WITH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL 1500 GALLONI SHALL REMAIN ON SITE. O O V V 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. 't O I SEPTIC TANK CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. N O 84.3' 8. BENCHMARK:SPIKE IN TREE 7 t ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) 0 I - \ 9. FILL UNDER THE SEPTIC TANK&DISTRIBUTION BOX SHALL BE PLACED IN 12"LIFTS AND MECHANICALLY COMPACTED. 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC CEMENT. 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 200. SEWAGE FLOW,INCLUDING GRAY \ / WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. - \ 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID INA STRAIGHT LINE A,T A CONSISTENT GRADE ON A FINE ^, / •:'�:�:•':::•'::•'::::•:'• '••:.•:.. •':.':::........:.'::::.......... \ ........................................... 12' COMPACT BASE. '..:... . ........b,'::::::::::::::::.: 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED / I PROPOSED / ;,^tiL:::'.ec'. :.::::::.: :.: :::. ::::.: ::: EQUAL CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. DRIVEWAY """"""""" """""""' EXISTING DRILLED WELL 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENITS. / ':::::::::/ """"" """"" .. ,�..... .. . ...........�.�.:::::::::. \ � '. DRIVEWAY :.'::.'::.:. ...... ........... ': ':.':.•:.' ..180:UQ:::::.::'::'. ' SOIL LOG I ` .. 2° ........................ ::::::. . ►�:: TOP ELEV. 102.59 ESHGW 98.09 I \ .•::•. .........................•.•:.•.:•.:•.• I I TPl ..........::::::::::::::::::......... DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING ..................... ........................................ 0138" FILL VARIES VARIES 54" St. F-'' �A �F_� 38'• Bw S L 2.5Y 4/4 @54' .. \ I E d✓�-.i 'Lt �.�.D 64"36• Q G3 5Y 4,4 ,oYRSre WYMAN DRIVE 1 I MAY 162008 REFUSAL @ 86" 5Y 4/2 a CITY OF SALEM • I I BOARD OF HEALTH TOP ELEV. 105.44 TPM ESHGW 101.11 ' I I PROPOSED SUBSURFACE DEPURE DEPTH SOIL HORIZON SOII.TEXTSOIL COTAR SOILMOTTLING 0"-29' FILL VARIES VARIES LEGEND ,1,r>J`"°f 8.k SEWAGE DISPOSAL SYSTEM 29"-52" SL 2.5Y 414 @52" $ BENJAMIN C. SrC-6o" c G 5Y 4/4 1oYRsre ,ate oa � 10 WYMAN DRIVE, SALEM, MA REFUSAL @ 80' SY 4/2 '�' P PROPOSED GRADE - sfi - $ � L,JR. a ASSESSORS MAP 2, LOT 37 EXISTING GRADE 10.49801 PREPARED FOR JOHN O'LEARY 137 TOP ELEV. 110.14 ESHGW 107.31 a A,, 40 MIL IMPERVIOUS BARRIER - - - - - - - - B8i E '� p DANVERS,MT HIGHTA 0 9923 TP3 FENCE b o 0 0 0 0 0 0 0 SCALE: 1" = 10' OCTOBER 23, 2006 DEPTH SOILHORTZON SOIL TEXTURE SOIL COLOR SOII.MOTTLING RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES INC. 0"-12" A S L 10YR are L \ 12"3a" Bw SL IOYR518 @34' �'N 12-22-06 1600 OSGOOD STREET 34.34" c GS SY 4/4 10YR5re �' \ sm PROPOSED SPOT GRADES 99`99 „�, ,^�,•« ,s,„,,, BUILDING 20 SUITE 2-64 REFUSAL@64' SY 4/2 °p�rooe Sw\ 5-6-08 sys*eMemwn.saxneAvau s \ AtLIpSCo TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8.23-06 BY BENJAMIN C.OSGOOD,JR., PERCOLATION TEST -�- , - P14:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. \ DRAWN BY: SHEET#: CHECKED BY: I CERTIFY THAT IN NOVEMBER 19951 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE S. 1 Of 2 B.C.O.Jr.. REQUIRED TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. 10 0 10' 20' 30' FILE#: DESIGN BY: �O DATE LOCUS MAP NOT TO SCALE 1266-5-6-08 B.C.O.Jr.. 5-6-053 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 1 " MIN. 1 20 4"LOAMCOVER COVER. SYSTEM PROFILE COVER SILL ELEV..120.00—/ 20"DIA.RISERS TO WITHIN SCALE: T'=20' HOR.; 1"=2'VERT. TOP OF SAND 2"OF 1/8"-1/2" 119 TOP V. WALL SEE CONST.NOTE#3) DOUBLE WASHED STONE ALLL OP NSNGS�DE OVER MINIMUM ELEV.109.95 ( 2%SLOPE f- / 4'LOAM COVER 118 CLEAN NATIVE BACKFILL - 117 — - . .. .. BOULDER RETAINING WALL I 28*OF o =-- 7wo °� cTM ) _ oo ..DOUBLEWASHED STONEC R P.(DESIGN BY OTHERS) O� I _ TRRdCF! AREA CI, RESERVE 2RESERVE BN . '• ::. '! .. .°,. :, 8 . ov.., '' .24" �3v`o �� MAGNETIC MARKING TAP (TY ) 116 � NOT TO SCALE g O 115 — SEE P. � o�o SEE GENERAL NOTE#11 ON SHEET#1 " HEIGHT VARIES : . ., :o 22,/2 BENDS .. . .. FROIMVTO8: ET TEE OO I ... .. ... . . ..'2 , .2 .' ?' _ . . .. 2 !..2: .. ,r. 2 -- 114 FOUNDATION - ".. :. .. N BOX WITH I... :. .. .: .. . • .. INVERT ELEV.114.50 INLET ELE109.67:OUTL TLELEV.109.50 80 113 4 S = . S 002 O _ - .. VENT 10' " CH 40 PVC BREAKOUT ELEV 109 95 8 • , .. .. •. ., .. . . _ ., 58 OF 4 SCH.40 PERF.P.V. =0.005 O 8 112 ,0 4"SCH. FINISH - •• � � •, 1-1/2" GRADE DOUBLESHED STONE \; 111 28"OF 3/4"TO ' 12"MIN. lllO//lO 36"MAX. COMPACT GRAVEL LIMIT OF SAND 110 (SEE CONST.NOTE#3) COVER / 40 EXISTING GRADE �� I TOPIELEV.109.99USBARRIER 109 S PTIC ANK 00-00000000 �O BOTTOM ELEV.99.45 INLET ELEV.114.30 1500 GALLON 40' EXISTING 0000000000000 / GRADE OUTLET ELEV.114.05 4"SCH 40 PVC \ BEG.INV.109.45 / I 108 S=0.12 END.INV.109.16 TRENCH END DETAIL SCALE: 1"=2' 107 - 106 07 106 \ ..r.. BOTTOM OF TRENCH CH . .:.'.' ..:.... - ELEV.107.16 105 \ ' 104 ;:�.... ..- .: ...... . .. . , ... ': . . 103 2"OF 1/8"-318" . • ESHGW ELEV. 103.16(TP2) 102 — ADJUSTED FOR SLOPE DOUBLE WASHED STONE - � _ � ' 4"SCH.40 PERF.PVC 28"OF 314"TO 1-112" 12"MINIMUM EARTH COVER •, TO ELEV.107.50 S=0.005 DOUBLE WASHED STONE 4'SEPARATION 101 NOTE: ' / \ \ \ \ THE ELEVATION OF THE BOTTOM OF SAND IS TAKEN FROM THE CLEAN NATIVE BACKFILL LIMIT OF SAND 3 \ _ _ 100 — TEST PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE (SEE CONST.NOTE#3) LAVATION PER ADJUSTED ASN NECESSARY DURING VARY, a o o 0 0 0 : AND SHALL BE A CONSTRUCTION V, ' . 30"' � o ..5' ;' .T . . x'58' 5' MAGNETIC • '". ::' ' . .;. .:. .''.. ..:: - . . ... .. . . . ... .. .. .. .' .. MARKING TAPE ..' .. .. .. .. _ 4 SCH 40PVC TEE .. .. Z. .. _ 4 SCH 40 PVC (AS REQUIRED) .. - RISER .. .. .. ' .. SCH.40 PVC TEE , - 7"O.C.1'-4" 1'_5^ (6)4"DIA.OUTLET TRENCH SECTION DETAIL , 10" 6" SCALE: 1"=2' _ 2" 2" 9"MIN. PLAN VIEW SECTION VIEW 36"MAX.COVER 6"MAX. FINISH GRADE MAGNETIC 6 OUTLET DISTRIBUTION BOX MARKING TAPE 101-6" SCH.40 SCALE: 1"=2'SHEA MODEL B-6DB OR APPROVED EQUAL 3" PVC TEE 1"TAPER 3"MIN. DISTRIBUTION BOX NOTES 20"MIN.DIA.CLEANOUT COVERS "' " -" i' ' r." 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE ST LEVEL. • " �- LEACH LINES 2. D-BOX SHALL BE ST IN 6"OF COMPACTED 314"CRUSHED STONE. WITH RISERS TO WITHIN 6" 3" 3. FILL BELOW D-BOX SHALL BE COMPACTED(SEE CONST..NOTE#9). OF FINISH GRADE 4"INLET INV.114.3 10"MIN. 9"MIN. 4" -i— 4"OUTLET INV.114i. 5 90°ELBO 4. D-BOX SHALL BE WATERTIGHT(SEE CONST..NOTE#11). 6"MIN. 5. ALL OUTLETS SHALL BEAT THE SAME ELEVATION. 6. INSTALL RISER TO WITHIN 9"OF FINISH GRADE. 0 B I 5-g LIQUID LEVEL 14' •' 12"MAX. 12"MAX. SCH.40 PVC TEE 90° _ PROPOSED SUBSURFACE 15'-8" ELBOWS 4'-r - SEETANK 4'-0" GAS BAFFLE-/ -- �•tN or• SEWAGE DISPOSAL SYSTEM NOTE#2 4'-4" TEE '����sENaAr�nlc. 10 WYMAN DRIVE, SALEM, MA SCH.40 PVC TEES 3" B M ASSESSORS MAP 2, LOT 37 MAGNETIC � u DS0000„Rt° ''+ MARKING TAPE CML 4” M0.48881 PREPARED FOR AFQIs JOHN O'LEARY + 45° as WS ALEK01 Q� 137 HIGH STREET 22 DOWNWARD 6"OF COMPACTED 314"CRUSHED STONE ESO M iDANVERS,MA 01923 SCALE: AS SHOWN OCTOBER 23, 2006 REVISED 1500 GALLON SEPTIC TANK (H-10 LOADING) VENT DETAIL NEW ENGLAND ENGINEERING SERVICES, INC.. NOT TO SCALE 12-22-06 1600 OSGOOD STREET SCALE: 1"=2' SHEA MODEL TK1500 OR APPROVED EQUAL 5-6-08 °G BUILDING 20, SUITE 2-64 TANK NOTES ° NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATERTIGHT AS SUPPLIED BY MANUFACTURER. 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER. (978) 686-1768 3. 9"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK. DRAWN BY: SHEET#: CHECKED BY: 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166-5-6-08 B.C.O. Jr.. I If DESIGN DATA o PERCOLATION RATES MINANCH ` c / SOIL CLASS:CLASS I - DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS LOADING RATE:0.66 GALLONS PER SO.FT. g SYSTEM SIZE REQUIRED:440 GALLONS PER DAY 10.66-666.67 S..FT. SYSTEM SIZE PROVIDED:USE 2'DEEP x 2'WIDE LEACH TRENCHES WITH 6 SQ.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SQ.FT.16 SO.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. / USE TWO 2'DEEP x 2•WIDE x 56'LONG TRENCHES=112 LINEAR FEET OF TRENCH-672 SO.FT.LEACHING AREA v ` SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2=880 GALLONS) / V SEPTIC TANK PROVIDED:ISW GALLON SEPTIC TANK \ J SPECIAL DESIGN NOTE � THIS DESIGN UTILIZES THE"Bw'LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF ` m PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. O t� PT2 I BENCHMARK:SPIKE IN TREE Z t 0 `7- b TP2 PERCOLATION TEST ABOW\GRADE. 0 ELEV.103.55(ASSUMED DATUM) TP1 ~ O Q DATE: 8-23-06 N/F LEWANDOPT1 / N/F PALM HOLE# PT1 PT2 "C"LAYER "B"LAYER BOULDER RETAINING WALL ELEV.OF PERC 104.05 105.97 ` (DESIGN BY OTHERS) DEPTH OF PERC. 31'119" 20"/16" TOP ELEV.110.00 / II I WITTH1 sL PE �� START PRE SOAK 10:19 10:42 END PRE SOAK 10:34 10:57 TIME @ 12" 10:34 10:57 S62°38'2U°E TIME @ 9" 10:45 11:12 OZ \4'CHAIN LINK OR 180.00 TIME @ 6" 11:02 11:35 - I STOCKADE FENCE TIME(9"4') 17 MINUTES 23 MINUTES / RATE MINANCH 6 MINANCH 8 MINANCH - \ / I PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. ? 7 T/ 7 7 \VE NI AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / I 40 MIL.IMPERVIOUS 19• - BARRIER 1/ 110'95 56- 105 GENERAL NOTES ( --------------- 1. ____ _ I ------------------------ -RESERVE AREA 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. I �________________�_----_-__-- _ - TP3 � ' 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS,OR AS OTHERWISE REQUIRED BY TITLE 5. 104 - J / '�'� -------------- 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM 10 WYMAN DRIVE HEALTH AGENT. - 111'20 - 41 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY _ / 11120 / / ASSESSORS MAP 2 LOT 37 PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). r------------------- ----------------------------- 7 5. THERE ARE NO WELLS LESS THAN 101 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. ` ___ _- R_E_SER_VE__AREA / / N' _ --- --- --- --- --- -- - _ 189000 S.F. 6. THERE ARE IN WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET 106 - - 7. AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT DI Ss ION BOX / WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH RESPECT TO FUTURE SYSTEM FUNCTIONING. LIMIT OF SAND S. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. O (SEE CONST.NOTE#3) 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. N/F WETTING 11. THE BOULDER RETAINING WALL SHOWN ON THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO DEMONSTRATE COMPLIANCE 1 / OF THIS DESIGN WITH TITLE 5. THE FINAL WALL DESIGN SHALL BE COMPLETED BY A STRUCTURAL ENGINEER HIRED UNDERSEPARATE CONTRACT BY THE PROPERTY OWNER. THE DRAWINGS AND ONSTRUCTION SUPERVISION TO INSURE THAT THE WALLS STRUL ENGINEER CTURALLL SOUND,LL PROVIDE MEETS ALL REQUIRED FICIENT IN PgV���55Y1E1'�' CODES,AND IS INSTALLED IN COMPLIANCE WITH GOOD ENGINEERING PRACTICE. NEW ENGLAND ENGINEERING SERVICES,INC. ,0N.'10 PgV•(1E� MAKES NO REPRESENTATIONS AS TO THE STRUCTURAL INTEGRITY OF THE WALLS SHOWN ON THIS PLAN. 112 10�,ZO 10 N/F SWENBECK 22'UPWARD BEND PROPOSED FOUR / W AG / CD CONSTRUCTION NOTES _ - - \ BEDROOM HOUSE / / \ SILL ELEV.120.00 / \ / VNJ 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, 1O / \ C.F.ELEV.112.00 / 116 MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS \ 116 PLAN IN ACCORDANCE WITH 310 CMR 15.00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE - - - / - / / I 770, OR INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE CITY OF SALEM. IN THE EVENT OF A CONFLICT,THE ME , n / RESTRICTIVE PROVISION SHALL APPLY. 00 ,n, 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION 10 V V . COMPLIES WITH THIS DESIGN PLAN. - 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A&FILL HORIZONS10 ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, / O O / PROPOSED \ 118 \ \ - "DOUBLE WASHED STONE. 10.5• 24'x 24'GARAGE 1995.TOP OF SAND SHALL BE AT THE SAME ELEVATION AS THE TOP OF 1/8"TO 318 22'DOWNWARD BEND \ 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS 100'WELL FLOOR ELEV.118.00 \ MATERIALS. RADIUS 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. / 144 \ I 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS SHOWN AND TOPPED WITH 41NCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL I SHALL REMAIN ON SITE. I O O 1500 GALLON \ W 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. :t O I / SEPTIC TANK 84.3' CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. 8. BENCHMARK:SPIKE IN TREE T t ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) 9. FILL UNDER THE SEPTIC TANK&DISTRIBUTION BOX SHALL BE PLACED IN 12"LIFTS AND MECHANICALLY COMPACTED. I \ \ 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE SEALED WITH HYDRAULIC CEMENT. CC4 " I 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 200. SEWAGE FLOW,INCLUDING GRAY I WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. ••'•••''•"•""•••• •••••'••.•.. 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID INA STRAIGHT LINE ATA CONSISTENT GRADE ON A FINE ,1, •' �' •.�.......:' ......�......::':•.:::•:•:•.::•.::::::::: COMPACT BASE. ti '::: 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED I I PROPOSED EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. DRIVEWAY " " EXISTING DRILLED WELL 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. 00 / "�-'""""""""""""" .'.'PROPOSED'::.':.'::::. ':...... '::".'':'.:T;:�::......... \ ,,y I ... DRIVEWAY:. . .'::.':. . ........ ':::::. :'.180.00`:'::::: . ......... .. ..': ............. ..................... ......... .... SOIL LOG :•. ' 2.3970"E :::::..::::..::::.:.:.: ' •. I TOP ELEV. 102.59 ESHGW 98.09 \ .:.:... .........................:...:....:.... I I TPl I 120 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING 0'-38" FILL VARIES VARIES ............ RECkk `r 38'-64' Bw S L 2.SY 4/4 @54" I b '.. 54"-06" C G S SY 4/4 10YR 5/8 REFUSAL 5Y4� I WYMAN DRIVE '� MAY 16 2008 II CITY OF SALEM TOP ELEV. 105.44 ESHGW 101.11 I BOARD OF HEALTH TP2 I ) I DEPTH SOIL HORMN SOILTEXTURE SOIL COLOR SOILMOT11JNG r PROPOSED SUBSURFACE 0"-29' FILL VARIES VARIES LEGEND �+•jNOFj SEWAGE DISPOSAL SYSTEM 29"-52" Bw SL 2.5Y 4/4 @52" 52"-80" C GS 5Y 4/4 10YR5/8 ,a� oaf ` 10 WYMAN DRIVE, SALEM, MA REFUSAL @ 80' SY 4/2 4�. Sa BENJAdIN C. � PROPOSED GRADE s8 u CRGOOD, - - - - - - JL ASSESSORS MAP 2, LOT 37 c EXISTING GRADE - 48 TIO.�BG1 PREPARED FOR JOHN TOP ELEV. 110.14 ESHGW 107.31 STREET�„� _ -40 MIL IMPERVIOUS BARRIER - - - - - _ 8a/ E"o�• 0 137 HIGHH STREET "(' a DANVERS,MA 01923 TP3 FENCE �� SCALE: V = 10' OCTOBER 23, 2006 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING 0'-12' A S L 10YR 3/3 ' RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES, INC. 12*-W Bw SL I OYR 5/8 @34• \ �'N 12-22-06 1600 OSGOOD STREET REF sniaea' c Gs 5Y 4/4 1 /8 \' PROPOSED SPOT GRADES 99'99 5-6-08 ." °. °` w BUILDING 20, SUITE 2-64 \ \ SwA� SCO SY 4r2 TEST PIT � NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR., PERCOLATION TEST -�- P14:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. \ DRAWN BY: SHEET#: CHECKED BY: 1 CERTIFY THAT IN NOVEMBER 19951 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE 10, 0 10, 20, 30 S•G•B 1 Of 2 B.C.O.Jr..' REQUIRED TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. \ FILE#: DESIGN BY: �� DATE e5_ -o- LOCUS MAP NOT TO SCALE 1266 -5-6-08 B.C.O. Jr.. 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 12"MIN. 1 20 - - 4"LOAMCOVER 36"MAX' SYSTEM PROFILE COVER SILL ELEV.120.00 20"DIA.RISERS TO WITHIN SCALE: 1"=20' HOR.; 1"=2'VERT. TOP OF WALL TOP OF SAND 2"OF 1/8"ONE 119 6"OF FINISH GRADE OVER DOUBLE WASHED STONE ALL OPENINGS MINIMUM ELEV.109.95 (SEE CONST.NOTE#3) 2%SLOPE�— 118 4'LOAM COVER CLEAN NATIVE BACKFILL . . 117 9"MIN. BOULDER RETAINING WALL O 28!'QF314-To'1-;2" (TYP.) DOUBLE WASHED STONE : O I .. ... �1RENCH' . . RESERVE CB RESERVE (DESIGN BY OTHERS) gj 28 .:::. '1 ''.. .:. vv " '`\ w� AREA MAGNETIC MARKING TAPE(TYPJ 116 \ NOT TO SCALE O �..:.. ..:. . : •.: .:.. :. . _ 115 - SEE SEE GENERAL NOTE#11 ON SHEET#1 O �� ' � ��� � 5' � . � - �. 22 12"BENDS HEIGHT VARIES .. ., I FROM 1'TO B, 'D O I '. .. .. . 2,.. p' •; . 2' " '.• Z ..:.:2,• .. .. 2. r 2, .; 114 FOUNDATION ,Q • ' .'.. ., INVERT ELEV.114.50 INLET .67. LE ELEV.109.50 l7/l DISTRIBUTION BOX WITH INLET TEE 8 4 S 0 PVC 113 °"S=0.02 ..:' . .. _. 09 95 E - 0 - . � � � ., � _ � � �� � � '� :.. :� 2 �2"DOUBLE WASHED STONE 0 . . .. .. F01/8"TO1 VENT �. . ... `::. :; .. -... : '.. ,.. .. O58'OF4"SCH.40PERF.P.V.C.,S=0.005 112 10 FI GRNISH ADE 8 DOUBLE SHED TONE / O ' •:. 28"OF 3!4"TO 1-12" 36"MAX. COMPACTGRAVEL LIMIT OF SAND 110 ` COVER O 0 � (SEE CONST.NOTE#3) O Og ! 1500 GALLON lTll �EXISTING 40 MIL IMPERVIOUS BARRIER 109 SEPTIC TANK 40 GRADE EXISTING GRADE 00-000000000 0 O ! TOP ELEV.109.95 INLET ELEV.114.30 0 O 0 OOOOOOOO OO I BOTTOM ELEV.99.45 OUTLET ELEV.114.05 108 4"SCH 40 PVC BEG.INV. 109.45 % TRENCH END DETAIL s=o.12 INV. 109.16 i \ SCALE: 1"=2' 107 - 106 - 07 1 06 \ BOTTOM OF TRENCH \ •. : ELEV.107.16 105 104 103 2"OF 1/8"-3/8" ESHGW ELEV. DOUBLE WASHED STONE ADDU TED 1 02 ADJUSTED FOR SLOPE 4"SCH.40 PERF.PVC 28"OF 314"TO 1-12" 12"MINIMUM EARTH COVER TO ELEV.107.50 S=0.005 DOUBLE WASHED STONE 4'SEPARATION 101 NOTE: i 1 00 THE ELEVATION C THE BOTTOM OF SAND IS TAKEN FROM THE LIMIT OF SAND CLEAN NATIVE BACKFILL TEST PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION 3 \ AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE (SEE CONST.NOTE#3) EXCAVATION PER CONSTRUCTION NOTE 03 MAY VARY, ;: - - -- ADJUSTED AS NECESSARY DURING <' .. o-� v v CONSTRUCTION. .,30"'' . .. . 28" :. .. MAGNETIC . . ;... • .. . ... ,..... . . .. .. .. . . MARKING TAPE .,. .. .. .. .'..' � .. .. 4 SCH.40 PVC TEE . . . .. .. .. .. .. .. r - - . . . 4 SCH.40 PVC ( REQUIRED) ' RISER AS ED . . .. .•. .. .. .. R SCH 40 PVC TEE , , .. .. . . :.:- .• - DIA OUTLET TRENCH SECTION DETAIL SCALE: 1 =2' 2 9"MIN. PLAN VIEW SECTION VIEW 36"MAX.COVER 6"MAX. FINISH GRADE MAGNETIC 6 OUTLET DISTRIBUTION BOX MARKING TAPE SCALE: 1"=2'SHEA MODEL B-6DB OR APPROVED EQUAL 10'x" SCH.40 53" PVC TEE 1-TAPER 3"MIN. DISTRIBUTION BOX NOTES z'± % 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE SET LEVEL. 20"MIN.DIA.CLEANOUT COVERS "�'��'" I LEACH LINES 2. D-BOX SHALL BE SET IN 6"OF COMPACTED 3!4"CRUSHED STONE. WITH RISERS TO WITHIN 6" 3" -f+— '' 3. FILL BELOW D-BOX SHALL BE COMPACTED(SEE CONST..NOTE#9). OF FINISH GRADE 4"INLET INV. 114.3 10"MIN. 9"MIN. 4" 4"OUTLET INV.114. 5 90•ELBO - 4. D-BOX SHALL BE WATERTIGHT(SEE CONST..NOTE#11). 6"MIN. 5. ALL OUTLETS SHALL BE AT THE SAME ELEVATION. 6. INSTALL RISER TO WITHIN 9"OF FINISH GRADE. LIQUID LEVEL I I 5-6" 12"MAX. 12"MAX. 90• SCH.40 PVC TEE ELBOWS PROPOSED SUBSURFACE 5'-8" SEWAGE DISPOSAL SYSTEM 4 SNOTEm 4-0" GAS BAFFLE-/ 4.4" TEE o?��tN�� 10 WYMAN DRIVE, ALEM, MA Ba BENJAMIN C SCH.40 PVC TEES MAGNETIC •' 3" v 0D ASSESSORS MAP 2, LOT 37 MARKING TAPE 4" N0.�i6i1 " PREPARED FOR gFols ` JOHN OIXARY ?: •'';:: 45' as ALEN°\ OPS 137 HIGH STREET 2:2}•DOWNWARD I 6"OF COMPACTED 3/4"CRUSHED STONE • •• ELBOWS � DANVERS,MA 01923 BIEND 'y SCALE: AS SHOWN OCTOBER 23, 2006 VENT DETAIL REVISED NEW ENGLAND ENGINEERING SERVICES, INC.. 1500 GALLON SEPTIC TANK (H-10 LOADING) NOT TO SCALE 12-22-06 16000SGOOD STREET SCALE: 1"=2' SHEA MODEL TK1500 OR APPROVED EQUAL 5-6-08 ��^� � BUILDING 20, SUITE 2-64 TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. (978) 686-1768 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER. 3. 9"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK. DRAWN BY: SHEET#: CHECKED BY: 4. UNUSED OPENING'S SHALL BE SEALED WITH HYDRAULIC CEMENT. S.G.B - 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 -5-6-08 B.C.O. Jr.. N DESIGN DATA PERCOLATION RATE:8 MIN.ANCH / SOIL CLASS:CLASS I - DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM-440 GALLONS 3 LOADING RATE:0.66 GALLONS PER SO.FT. SYSTEM SIZE REQUIRED:440 GALLONS PER DAY/0.66-666.67 S..FT. SYSTEM SIZE PROVIDED:USE 2'DEEP x T WIDE LEACH TRENCHES WITH 6 SO.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SQ.FT./6 SQ.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. / USE TWO Z DEEP x 2'VIDE x 56'LONG TRENCHES=112 LINEAR FEET OF TRENCH=672 SQ.FT.LEACHING AREA SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2=880 GALLONS) SEPTIC TANK PROVIDED:1500 GALLON SEPTIC TANK I SPECIAL DESIGN NOTE StW THIS DESIGN UTILIZES HE"Bve LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF a ` a' PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. p a ^' PT2 BENCHMARK:SPIKE IN TREE 7 t N �.l TP2 PERCOLATION TEST ABO GRADE.ELEV.103.55(ASSUMED DATUM) TPI ~ O C5 00 DATE: 6-23-06 NAF LEWANDOWSKI ` PT1 / I c N/F PALM HOLE# "C" PT2 / i �� "C"LAYER "B"LAYER BOULDER RETAINING WALL ELEV.OF PERC 104.05 105.97 (DESIGN BY OTHERS) STEP WALL DEPTH OF PERC. 31"/19" 20"/16" TOP ELEV.110.00 / / I WITH SLOPE START PRE SOAK 10:19 10:42 , f END PRE SOAK 10:34 10:57 S62038'20"E TIME @ 12" 10:34 10:57 102 TIME @ 9" 10:45 11:12180.00' TIME @ 6" 11:02 11:35 4'CHAIN LINK OR TIME(9'-6') 17 MINUTES 23 MINUTES STOCKADE FENCE RATE MINANCH 6 MIN.ANCH 8 MIN.ANCH PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. / 7 j 7 / 7 \E AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / I 40 MIL.IMPERVIOUS 19' � BARRIER I/ 110'95 56 7105l000r 105' GENERAL NOTES _ _______________ _R_ESERVE_AREA 1 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. •( O A I I- -�� TP3 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS,OR AS OTHERWISE REQUIRED BY TITLE 5. 1 4 - / J 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM 10 WYMAN DRIVE HEALTH AGENT. 111°20 - 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM ANON THE GROUND SURVEY 111'2° / / / / ASSESSORS MAP 2 LOT 37 , tib PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). f-------"---------- ----------------------------- ! 5. THERE ARE NO WELLS LESS THAN 101 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. ___ _ _- R_E_SER_VE AREA / --- --- --- --- --- - Q 6. THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET •1 O� / / 1 V loon S�F� AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. j 7. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT DIST ION BOX WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH / LIMIT OF SAND RESPECT TO FUTURE SYSTEM FUNCTIONING. (SEE CONST.NOTE#3) 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. - _ N/F WEITING 11. THE BOULDER RETAINING WALL SHOWN ON THIS PLAN IS FOR ILLUSTRATION PURPOSES ONLY TO DEMONSTRATE COMPLIANCE OF THIS DESIGN L ESTRUCTURAL N PROVIDE HIRED UNDER SEARATE CONTRACTBYE PROPERTY OWNER. THE NGIER SHALL SUFFICENT CONSTRUCTION ?-S `� DRAWINGS ANDCONSTRUCTION WALL IS COD S,AND S(INSTALLED IN COMPLIANCE(WITH GOOD ENGINRING PRACTICE. N W RALLY L GLAND ENG NEER NGSERREQUIRED IC SE INC. 1.I0 PBV, (( RSzoo / / MAKES NO REPRESENTATIONS AS TO THE STRUCTURAL INTEGRITY OF THE WALLS SHOWN ON THIS PLAN. 1a O�j0 PgV '�. 112 N/F SWENBECK 22°UPWARD BEND / -/ _ - - - - - / Ire O CONSTRUCTION NOTES 11 _ PROPOSED FOUR - _ - W '� / $ \ BEDROOM HOUSE \ SILL ELEV.120.00 / - \ V) 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, 1O/ / � \ � C.F.ELEV.112.00 / � 11 B MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS \ , PLAN IN ACCORDANCE WITH 310 CMR 15.00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE �. / 116 / / _ I 770• INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE CITY OF SALEM. IIN THE EVENT OF A CONFLICT,THE MORE RESTRICTIVE PROVISION SHALL APPLY. ,^r i. 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION '� 10 V V . COMPLIES WITH THIS DESIGN PLAN. ._ 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A 8 FILL HORIZONS - ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACED 1� / O O / PROPOSED \ a 1 18 \ WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, 10.5 24'x 24'GARAGE n' \ 1995.TOP OF SAND SHALL BEAT THE SAME ELEVATION AS THE TOP OF 1/8"TO 3/8"DOUBLE WASHED STONE. 22°DOWNWARD BEND FLOOR ELEV. AGE \ 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS„STUMPS,OR OTHER DELETERIOUS 100 WELL RADIUS \ MATERIALS. 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. S. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS 144 \ SHOWN AND TOPPED WITH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTIUZEID,AND SEEDED.EXISTING TOPSOIL , 1500 GALLON '^, I SHALL REMAIN ON SITE. 00 SEPTIC TANK V V 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. I ' CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. ^' O 84.3' 8. BENCHMARK:SPIKE IN TREE 7 t ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) N O \ 0 I \ t` _ 9. FILL UNDER HE SEPTIC TANK&DISTRIBUTION BOX SHALL BE PLACED IN 12"LIFTS AND MECHANICALLY COMPACTED. - - 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE:SEALED WITH HYDRAULIC CEMENT. CN ...... ..................... 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 2'00. SWAGE FLOW,INCLUDING GRAY .... """""""""""' \ WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. I :•:': :: •• \ 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE ^, - '4' „•;,;;;•,•;:,•:;;;;;;;;; \ i 12, COMPACT BASE. :::.... .'::':::'::3,':.. ::::. :::::'::::::::::. .:: :: \ 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED ti I PROPOSED / '::.'ti:.'. :.�'.: ::::::. :.: :::'::. ::. .: :::: EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. DRIVEWAY """"""""""""""""' \ EXISTING DRILLED WELL 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. / "�:' "...Y.':.':::.':.':.:':.':.': :.:PROPOSED':.':.:'::::. ':::'::..............�........... \ DRIVWAY.....................' ':':.' ...... ............ '.� :180:D©`:::::::::::. . .................. .............................. .... SOIL LOG I 1 2° 8?A: :::::•::•::•::•::.... :•::•::•::•:i•::..' TOP ELEV. 102.59 ESHGW 98.09 I \ .:::•. ........................ .. ' .'.'..'.'.. .I I TPl 120 .: ::: :: : :.::::::::::::: DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING 01-W FILL VARIES VARIES \ 38"-54" Bw SL 2.5Y 4/4 @54' - I 54"-86" C GS 5Y 4/4 10YR 5/8 MAY 16 2008I WYMAN DRIVE 1 CIN OF StiLEM REFUSAL @86' Sf 4l2 I eORRDI OF H�,I ,TFI I TOP ELEV. 105.44 ESHGW 101.11 I I TP2 j I DEPTH SOILHORIZON SOILTMIRE SOIL COLOR SOLL.MOTTI.ING PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIES LEGEND z"°*aa, SEWAGE DISPOSAL SYSTEM 29"52" Bw S L 2.5Y 4/4 @52- 52"-80" c GS 5Y 414 10YR5/8 s` ?oa �'` 10 WYMAN DRIVE, SALEM, MA REFUSAL @ 80" 5Y 4/2 BEN MIN C. ,� PROPOSED GRADE - 96 - - u° � � M ASSESSORS MAP 2, LOT 37 EXISTING GRADE NO.46801 PREPARED FOR �� gFQI JOHN O LEARY TOP ELEV. 110.14 ESHGW 107.31 AVE 40 MI L IMPERVIOUS BARRIER - ' - ' - ' - ' - - ' - ' - Ba EM�� �a D13ANVIGHST,MA 01T 23 TP3 FENCE SCALE: 1" = 10' OCTOBER 23, 2006 WIMAN NOM DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOH.MOTTLING \ .munowve RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES, INC. 0'-12" A SL 10YR 3/3 \ 12"-W Sw SL IOYR518 @34° yf. 12-22-06 1600 OSGOOD STREET REF33A ��" c G s 5Y 4/4 to \ \ PROPOSED SPOT GRADES 99'99 5-6-08 r , .. w _ BUILDING 20, SUITE 2-64 \ 3j1'A\ SC5Y 4r2 TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8.23-06 BY BENJAMIN C.OSGOOD,Jo'R., \ 71' PERCOLATION TEST P14:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. \ DRAWN BY: SHEET#: CHECKED BY: I CERTIFY THAT IN NOVEMBER 19951 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF S•G•B 1 OP 2 B.C.O. Jr.. ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE 1 O' O 1 O' 20' 3Q' REQUIRED TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. FILE M. DESIGN BY: DATE . 6-OS3 LOCUS MAP NOT TO SCALE 1266 -5-6-08 B.C.O.Jr.. 0( 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 12"MIN. 1 2O 4"LOAM COVER 36"MAX' SYSTEM PROFILE COVER 119 SILL ELEV.. 120.00 20"DIA.RISERS TO WITHIN SCALE: 1" =20' HOR.; 1"=2'VERT. 2"OF 1/8"-12" 6"OF FINISH GRADE OVER - TOP OF SAND TOP WALL DOUBLE WASHED STONE ALL OPENINGS MINIMUM ELEV. 109.95 (SEE CONST.NOTE 03) /SLOPE - 118 COVER / / / s \ \ / CLEAN NATIVE BACKFILL 9"MIN. BOULDER RETAINING WALL Q 28'0034'tot /2" J o COVER(TYP.) DOUBLE,WASHEDSTONE 1 1 6 \ (DESIGN BY OTHERS) Og ! TRENCH' :' ... . RESERVE NCH ' RESERVE . .. ., vvv �� .24• .�vv AREA MAGNETIC MARKING TAP (TYP.) ' 80 NOT TO SCALE E P. 0 0 � ::. ..::. °. .: -.: .;.� :.; �., '. . .. 115 SEE GENERAL NOTE#11 ON SHEET#, 22 12°BENDS HEIGHT VARIES : -• ' FROM 1'708' O �... . 2- -.2'.2' ._ .. ?� . . ..� 2� - 2 ... -2•' 2 ::. 114 - DISTRIBUTIONFOUNDATION lnl INVERT ELEV 114 50 Tl •'. .. ..".. .. :., .: :. :: .. .. INLETELEV. EV.109.50 IIIJJJ ... 9 6T OUTLET EL ::'.. ..: .: .. ':. :. '. ... . . .. _ . . 4-SCH 40 PVC BREAKOUTELEV.109.95 8 � � . . . . . . . :. . ... . :. . : 113 O _ =. � ' .�, .. � .. .� . .. � .: .... S-0.02 O '. .. ' :: .. .. •.. .. .. 58 OF 4 SCH.40 PERF.P.V. , =0.005 VENT 2'OF 1/8"TO 12"DOUBLE WASHED STONE S ,a .. . . 112 .. . ::. .. r .. GRADE 0 c. FINISH DOUBLE a"ASHED STONES Og 111 �j� 36"MAX. COMPACTGRAVEL LIMITOFSAND 11 O O� (SEE CONST.NOTE#3) COVER / I 1500 GALLON ' 40 MIL IMPERVIOUS BARRIER 109 EXISTING GRADE OO O OO OO OO OO OO BTOP ELEV.OTTOM ELEV.99.45 SEPTIC TANK \ = / GRADE EXISTING p INLET ELEV.114.30 OUOo OO OO OO OO O 1 OO OUTLET ELEV. 114.05 BEG.INV.109.45 / 4"SCH 40 PVC \ V END.INV. 109.16 i TRENCH END DETAIL SCALE: 1"=2' 107 - 106 - O7 \ / 106 \ BOTTOM OF TRENCH .: �. .:. . ELEV.107.16 105 104 1 O3 ESHGW ELEV. .: : . .. 2"OF 1/8"-3/8" 103.18(TP2) DOUBLE WASHED STONE 1 O2 ADJUSTED FOR SLOPE 4"SCH.40 PERF.PVC 28"OF 3/4"TO 1.1/2" 12"MINIMUM EARTH COVER TO ELEV.107.50 S=0.005 DOUBLE WASHED STONE ,. 4'SEPARATION 101 LOAM COVER NOTE: THE ELEVATION OF THE BOTTOM OF SAND IS TAKEN FROM THE .,' ' CLEAN NATIVE BACKFILL 100 - TEST PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION LIMIT OF SAND 3 i . ,,. .. ,. . (SEE CONST.NOTE#3) 1 Jr. - - AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE AND SHALL BE ADJUSTED AS NECESSARY EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY CONSTRUCTION. DURING . U U CONSTRUCTION�J .. .. .. �b 30"'' . . .. D 21 ..�. .. ;.. . .._ ,. . . . .. .. .. . . . 5. MAGNETIC MARKING TAPE .,. .. ., .. .. 4 SCH 40 PVC TEE - RISER .. ;. . .. - . . . - 4 SCH.40 PVC REQUIRED) . .: .. .,. .: .. .. .. .. � � 4 SCH.40 PVC TEE , TRENCH SECTION DETAIL 7"o.c.1'4° ,•-5" (e)a"DIA.OUTLET 'r to^ 6. SCALE: 1"=2' r r 9*MIN. PLAN VIEW SECTION VIEW 36"MAX.COVER 6"MAX. FINISH GRADE MARKING MAGNETIC 6 OUTLET DISTRIBUTION BOX 10 6" SCH.ao SCALE: 1"=2'SHEA MODEL B-6DB OR APPROVED EQUAL 3' PVC TEE 1"TAPER 3"MIN. DISTRIBUTION BOX NOTES 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE SET LEVEL. 20"MIN.DIA.CLEANOUT COVERS LEACH LINES 2. D-BOX SHALL BE SET IN 6"OF COMPACTED 3/4"CRUSHED STONE. WITH RISERS TO WITHIN 6" 3" + 3. FILL BELOW D-BOX SHALL BE COMPACTED(SEE CONST..NOTE#9). OF FINISH GRADE 4"INLET INV.114.3 10"MIN. 9"MIN. 4" 6"MI-F- 4"OUTLET INV.'114. 5 90°ELBO 4. D-BOX SHALL BE WATERTIGHT(SEE CONST..NOTE#11). N. 5. ALL OUTLETS SHALL BEAT THE SAME ELEVATION. I 6. INSTALL RISER TO WITHIN 9"OF FINISH GRADE. LIQUID LEVEL i" It.,2"MAX. SCH.40 PVC TEES 1r MAX.. ELBOWS PROPOSED SUBSURFACE 5$ w SEWAGE DISPOSAL SYSTEM GAS BAFFLE tH� 4,-7" SEETE#2 4'-0" 4,-4" TEE 't� 10 WYMAN DRIVE SALEM MA NOTE#2 0� BENJABINC. (� SCH.40 PVC TEES 3" i MAGNETIC •>' 3 AOJR ASSESSORS MAP 2, LOT 37 MARKING TAPE M0.46691 ! 4" PREPARED FOR 01 F �' AFQIS JOHN O'LEARY as• as ALES 137 HIGH STREET ..,... :•. .. ., ,.,, ., '. ' '. `.:-,:.�; ;: ... :..'.: ;. :.. : :.`.:. '..�.': :'' �':-:':::',,:.".:' ELBOWS DANVERS,MA01923 22 BENDDOWNWARD 6"OF COMPACTED 3/4'CRUSHED STONE SCALE: AS SHOWN OCTOBER 23, 2006 VENT DETAIL REVISED NEW ENGLAND ENGINEERING SERVICES, INC.. 1500 GALLON SEPTIC TANK (H-10 LOADING) NOT TO SCALE 12-22-06 1600 OSGOOD STREET SCALE: 1"=:2' SHEA MODEL TK1500 OR APPROVED EQUAL 5-6-08 n � .'u' BUILDING 20, SUITE 2-64 TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. (978) 686-1768 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER. 3. 9"MINIMUM;36'MAXIMUM COVER REQUIRED OVER TANK DRAWN BY: SHEET#: CHECKED BY: 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 -5-6-08 B.C.O. Jr.. NOTES LEGEND , - \ ` - - / 1) ELEVATIONS SHOWN HEREON REFER TO MEAN SEA LEVEL (N.G V D. OF 1929). - - - -2J4 - - - - - SURFACE CONTOUR - - - - - _ - / I 2) BASE TOPOGRAPHIC /NFORMA TION SHOWN HEREON WAS OBTAINED 8Y PHO METHODS BY PHO TECH. INC " STONEWALL � - - -- - ' \ _ / / / - ' . IN ------------- EDGE OF PA VEMENT I - - - - - - ' / / / / / / FROM PHOTOGRAPHS TAKEN ON APRIL 18, 2004 AND SUPPLEMENTED _ WITH A TOPOGRAPHIC FIELD SURVEY PERFORMED ON DECEMBER 8, _ CHAIN LINK FENCE ��`� \ ��s..� - - - -� / / / 2004 AND A SUBSEQUENT FIELD INSPECTION ON ✓ANUARY 1, 2005 TO EDGE OF WOODED AREA o �� \ - / / / / - - REFLECT CHANGES MADE AT THE SOUTHEAST CORNER OF THE T / DETENTION BASIN. ® ® CATCH BASIN AND DRAIN MANHOLE - u UTILITY POLE HEDGE LINE EDGE OF LEDGE OUTCROP o���"' ' -_-_-'' '�- 5673 •/ / / - - � � G� - \ \ \ / /� /',i/,^-- /,•56.50 IIl� 28'8 RETAINING WALL WITH TOP TOWN OF MARBLEHEAD �y o \ \ I / 60.40 ' / 23.2 AND BOTTOM ELEVATIONS o 2 - - - - - - (MARBLEHEAD WA TER WORKS \ , / , ,-__--- 19 ' / / '/--- ♦ • 5699 I 1 1 7 SPOT ELEVATION PLAN RECORDED WITH � � q / , /, \ \ \ 1 I X 232.6 t 1 I � 11111 /� - - - - - RIP-RAP DEED BOOK 2150, PAGE 251) ' \ \ 1 I I I Ir \\ \ 1 iJ4111011 i 65 l I 1 Ii 1y h 41 I i i5s36S7 1 / 11/� / J I I 1111 564B,Tt 1r i 111111 4752 \ \ \\\ \ \ \ \ \ 1` X11 iIr h11 11I�� glI1II1I1 ! 47.60 / \\ \ \ \ \ \ INl I i I I I � I01 11111 I 1 Will , , I I 1 1 I r Z76 / 3(95\ 7611111\ \ 1 s 5805 1 1 1 1 1/ �5HAV, 11111 III Jill / off, / 11�I11111 III II . f699 III1II11II z, 1 "/ //- 1 1 1 1 1 1 1 ��1�111111 \ \ I I Q 1 I I I 4Z10 \ / 59/ / / 111 Ry111 I 1111 III \ / l // /// / _ l '� \ \ \ \ I\ - J -� / �,�7a10 \ / / �' / / / / / / �,�,/ ,/// ,/� Ih / •� I I I I I I I I I 1111 \ / / - - -/ 564/ Imo' �� / / / / 0% / Lc/� r I I 1111 11 f /i -732 \ \ / / / / / // ,/► / 7j I II I I 111111 I1I \ \ j / / /'' \ \ / / / / / / �� ' /�/��iti, 111157.19 1111111j1 \ \ \6519 / 1 , �7f.J1� - - -� / 1 \ \ / / / / --:'//51.8 x 11111 III IaIsJ \ �7�'\ / / _ \ / �� / / ' _-/ h h I I I 010611 4939 \ / /' ' / ���/��%_ •50.95 II I i�6 I I- \ / / 1 \ \ \ \ / / / / 7481 \ / / � �;,-✓' 1111 III I /'� '��, 0�%'%'- LION BASIN (• 7470 5�5 eti / /� 35/ // 5111 DE 6sa' / ,' / / / /,, , II 11 III 11 i/ / / )s2,4 / / / / /// //:s/zo • 51_0 --- s1±e J/�� 11 11111111 i1 / - / / - \ ♦\ \ \ a° 1¢111 I1111� 7447 i'i'/'iti��i / // / l I / j ,'// / ---'� ,' 1 I I I I I / / / _ / /5707 / / \ p� 1 \ I I III III,. - ,- _ +, / /, / / / / // .jo,-=_-__-------__--_--_-__ /,' I I I ' I I I / l TOWN OF MARBLEHEAD (� , / q I I _ 4' ' " , , I �4.x� !S / ;,______--_-- ____--__ III I MARBLEHEAD WATER WORKS -6f15- 62. I I BP - / I \ ( _ / J I p II/u;\\ ��/ , , / I I l I / / / __ _ _ - 5133 l l ( PLAN RECORDED WITH /LQ j Ill/I \ ��_1JF7J�1��' �'e.1A'I /'' I 6/ 7 / I l l I /%%/ / 182��'�'�'-- _----- 3L J9 - III III 1 49.99 J0,41\ \ i 6684; It 5637 \ I\� ^ " l \ \ LEP . o \. 1T .// ,\\ 6581 /' i /' b sx60% / % iii //': 111111 DEED BOOK 2150, PAGE 251) / < \\\\ \\♦'�k/f;-x.68 �'�� 83, 669/�-/ / / \ I I 1 1� \\ \ w • »'� / ' \ __-- _ ' ' 611I''60.95// / / / \\\ \ \ �- /// / � uu~~� \` \\ \ \\ \� -_�_ '' ' � � '''---'- J '/ ''i/�/// '9J'19 '/,/e 5610 -���__-58'' ���`•��,-_/ ,' � l I` / / •586A\ \ J ✓' 4 ��\ \\ \ \ \\\=�'Q=__ '�10• �'� ''� /i'�--- -� %/ // // i%moi' � 2< \ / •5644 1 \ -5Z77 -�� \ \ - 7��y'�\ 64i i// i-- ' f'J$7J 587%/ I9� • 5865 �'6 ''' �'/ / �gii'/ / RET \ 57.J7--,, \ 2i � i i i _ i i / / / 5746 i �� ����b6131\----�'6''/�' ice' ✓".- __ �i i'' / I ra.,o„pn --- END 6F XRNED ���� ----- '/ - --- � 'i'' T58J7 5861 ,��,. 6031 / 569 ffi _--_��xtFh.q� ROADWAY �� ��- - ------ � l,4'.Srr ';-'.'� / 4n \ \ �5.J0 \ I I .. _--_-__ '✓ �i 5960 -061A6 / / I I \\ 50-----------, [FqF ° � 5152.��, \`��---- _- -_' '; r--- __ = ',-'sa6o 5660 / / 59.53 ��� ��\ -�\36. 1 --- -_-_-____''' / LEDGE --_56.IB=� -------�59.AT_---5687- -���J5651 JOP �� \I•�l' II /''/I \ J I I \ \ \ ° 940 ------- ---- / / I I J111 1 I ( � • 57� / / /// l 59.77 -----.--_.--- --.-�� �OM lI I // 59.60 / l i 5935 L/N-PAC" PAVED ROADWAY f \ / T � /i,�/li \ / -------60---------------- 59.43 \ \ / ev,\ 6a06 \`- ��' \ ' 6010 \\♦ �_-� ----------- -- 2 rot 3011 ------ � �.- -6�= ,�7 �//� ' a�QR'°�sseD sk2s�+�0 .� ------------- --- ---- 60 / wE \� ------------'�'�---_-__ ---5989 �- -- -•-b'0.�3---�f.7D- - -�rET iii / ///// / 5 \ _ 6T07'-_- / \ / --" - / �f 6073 , 5068 60.77 Z1 \ // ''_�----- ---_58 ---_ / /,/ / 97 GA .,•6040 \ �'' 5930 9S / ,/ -------' SL77 �llj_ ' \ HEDGE LINE 5696 -- __ _ ___ _ _ Ch"I - i' ♦ _, __ i'' •16'x_--- • 562_ x5Tf 51.47 • 60 \ + 61.56..:.. .._ .. :_:.. • 628P �.: -- _ _ - _ - -' I •54.36- 5.'!B •6065 d/.aR'16117`\. 6x [ -�L=max --.�'- r�==�2lti. _.x _.. x =„x .... ... CA.r#' ".,`rsl..� x X.."._ ...... ,OD - 'X _ .57..1579 'e:53S4'� ,gT9,i�\- - - -�� k000 _ __ • 61 .3 � / / I / - - -- - - - - - - - ' ' SWAMPSC&& ROAD /��/ 1 • 56.6 / •50.9 \ - - - - --- -- - - - - -- - / / / / --- - -- - -- -- -- - - -- - - - - - \ L- / \ � - - � \ - - - - - I\ TOPOGRAPHIC AS-SOIL T s�, o, ,PLA N OF LA ND L v3 /N �f�nQe R rte{ S ���1 TT SA L L-M, MA PREPARED FOR A GGREGA TE INDUSTRIES SCALE: I " = 30' JANUARY 3, 2005 0 15 30 60 120 HSAHANCOCK SURVEY ASSOCIA TES, INC. 185 CENTRE STREET, DANVERS, MASSACHUSETTS 01923 VOICE 978-777-3050 FAX 978-774-7816 CHECKED 9Y: www.hcncockcssociafes.com 9446