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23 LINDEN AVE (2) 23 Linden Avenue (Septic) s.Isr•s � �!� • � �• ��eVO aECEIVE® Commonwealth of afasmehuseW OCT'0 a 2009 SA CE7?'n . MSSSSChusetts I I:' CIF SALEM 6f\RD OF HEALTH SY$lB7R �fL7IlD o BC d. }•neat mer }seem oeauon t �CFfAo A)DFtiJ ' Date of pumpi w iRlasZd' ' . QuanutY Pmped: 11�W LAWS Cesspool: No � Yes . ❑ Se*Ta* No ❑ Yes to it&= SEPTIC SERVICE. INC. d b a E a coa!ssaa SEPTIC Lieansee; Cammuaadhnvdto: \A►Av'I AAID 5U®2kUfky Dam e/ nocs SEPTrc SERVICE. ri FORM 4-SYS UI PEADVGRECMD Commonwealth of Diassachusetts IVIS JUN 2 5 2004 SALEM , Massachusetts CITY OF SALEM BOARD OF HEALTH System Pumping Record System %%mer bystern Location BOUCHARD 23 LINDEN AVENUE Estimated Date of Pumping. 5/11 /04 Quantity1500 Pumped. gallons Cesspool: No ❑ Yes ❑ Septic Tank: No ❑ Yes El RAGGS SEPTIC SERVICE, INC. System Pumped by. d -b. a- E- A. COMEAU SEPTIC License r: Contents transferred to: WAYLAND-SUDBURY Date _ 6/17/04 Inspector RAGGS SEPTIC SERVICE INC. FORW4•SYSTL%t PUAfpWG RECORD Commortivealth of Afassachusetts U SALEM , Massachusett DEC 312003 CITY CF SALEM BOARD . OF HEALTH � System Pumping Record System wner stem ocauon BOUCHARD 23 LINDEN AVE. DateofPum to 8/19/03 Estimated p B Quantity Pumped: 1500 gallons Cesspool: No ❑ Yes ❑ Septic Tank: No ❑ Yes ❑ RAGGS SEPTIC SERVICE, INC. System Pumped by. d .b. a . E . A. COMEAU SEPTIC License r; Contents transferred to: WAYLAND SUDBURY TREATMENT PLANT Date 12/16/03 Inspector RAGGS SEPTIC SERVICE INC. FORM 4 - SYSTEM PLTNiPV�G RECORD Commonwealth of Massachusetts SALEM , Massachusetts System Pumping Record System Owner System Location BOUCHARD 23 LINDEN AVE Estimated Date of Pumping: 8/29/01 Quantity Pumped: 1500 gallons Cesspool: No ❑ Yes ❑ Septic Tank: No ❑ Yes E RAGGS SEPTIC SERVICE, INC. System Pumped by: d.b.a. E. A. COMEAU SEPTIC License r: Contents transferred to: WATER SOLUTIONSGROUP, TAUNTON Date 11/8/01 Inspector RAGGS SEPTIC SFRVTrF. INC 6-,,Ty O M EPM Board of Health City of Salem Appliration for 7431isposat Works Tonstrurtion Ilrrmit Application is hereby made for a Permit to Construct an Individual Sewage Disposal System as follows: PermiteeName: Bouchard Robert M InstallerName: Hancock Survey As Parcel ID: 30-0090-000 Street Address: 0023 Linden Avenue Parcel Size(SF): 22,108.00 Zoning Code: Rt Owner Name: Bouchard Robert M Parcel Size(Acres): OwnerName2: System Components Stage Component Name Quantity Capacity(gal) Length Width Diameter Depth Area(sq_ft) Pretreatment Septic Tank 1.00 1,500.00 Disposal Seepage Pit 1.00 13 13 4.14 386 Pretreatment Distribution Box 1.00 Structures Total Structure Total Expansion Garbage Other Design Daily Structure Description Rooms BRs Baths Persons Attic Disposal Showers Cafeteria Fixtures Flow Flow Soil s Soil Class: Soil Description: Brown course sand and gravel.Medium to course sand and gravel.Some cobbles.No ground water. Site Evaluator: P Pit No Permit No Date Performed By Depth(ft) Miniin Hancock Assoc R 723453 1 10.00 5.00 Town C 727694 2 10.00 Inspector: Martin Fair D Pit No Permit No Deep Date Performed By Deep Pit Mottle Weeping Standing Estimated E Depth(ft) Depth(ft) Depth(ft) Depth(ft) Seasonal E HGW(ft) P Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code. The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed Application Approved By Date Application Disapproved for[he following reasons: Board of Health City of Salem System Summary InstallDate: O&M Required: As Builts On File: SharedSystem: O&M Frequency: AlternativeSystem: Betterments: Next O&M: O&M Tasks: Permits Permit ID Permitee Name Perm Date Type Fee Paid? Installer Name Exc.Insp.Date Final Insp.Date System Components Stage Component Name Quantity Capacity(gal) Length Width Diameter Depth Area(sq ft) Structures Expansion Total Structure Total Attic Garbage Other Design Daily Structure Description Rooms BRs Baths Persons Disposal Showers Cafeteria Fixtures Flow Flow Soils Soil Class: Soil Description: Site P Pit No Permit No Date Performed By Depth(ft) Min/In Evaluator: E R C Town Inspector: D Pit No Permit No Deep Date Performed By Deep Pit Mottle Weeping Standing Estimated E Depth(ft) Depth(ft) Depth(ft) Depth(ft) Seasonal E HGW(ft) P Contacts Dassuk Roseanne L owner Parcel Info Owner Name: Dassuk Roseanne L Parcel_ID:21-0033-000 Parcel Size(SF): 10,125.00 OwnerName2: Land Use Code: 101 Parcel Size(Acres): Street: 0017 Cedarcresl Avenue Zoning Code: R1 4/29/1998 12:42:43 PM Page: 1 Board of Health City of Salem System Summary InstallDate: 5/20/1994 O&M Required:Yes As Builts On File: Yes SharedSystem: No O&M Frequency: AlternativeSystem: Betterments: No Next O&M: O&M Tasks: Permits Permit ID Permitee Name Perm Date Type Fee Paid? Installer Name Exc.Insp.Date Final Insp.Date 1-93 Bouchard Robert M Construc $10.00 Hancock Survey Associate: System Components Stage Component Name Quantity Capacity(gal) Length Width Diameter Depth Area(sq ft) Pretreatment Septic Tank 1.00 1,500.00 Disposal Seepage Pit 1.00 13 13 4.14 386 Pretreatment Distribution Box 1.00 Structures Expansion Total Structure Total Attic Garbage Other Design Daily Structure Description Rooms BRs Baths Persons Disposal Showers Cafeteria Fixtures Flow Flow Soils Soil Class: Soil Description: Brown course sand and gravel, Medium to course sand and gravel.Some cobbles. No ground water. Site Evaluator: P Pit No Permit No Date Performed By Depth(ft) Min/In Hancock Assoc E R 1 1-93 9/30/1981 10.00 5.00 Town C 2 1-93 5/11/1991 10.00 Inspector: Martin Fair D Pit No Permit No Deep Date Performed By Deep Pit Mottle Weeping Standing Estimated E Depth(ft) Depth(ft) Depth(ft) Depth(ft) Seasonal E HGW(ft) P Contacts Bouchard Robert M owner Parcel Info Owner Name: Bouchard Robert M Parcel_ID:30-0090-000 Parcel Size(SF): 22,108.00 OwnerNani Land Use Code: 101 Parcel Size(Acres): Street: 0023 Linden Avenue Zoning Code: R1 4/29/1998 12:41:30 PM Page: 1 No..../.— 9j C� Fss �Q THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......Girl ......OF.._...SAtN/....................................._....._._. - - Appliration for Diapniittl Warkii Tiamitrnrtion Permit ' Application is hereby made for a Permit to Construct (V'f or Repair ( ) an Individual Sewage Disposal System at: 14..T..5.... ..r3u xI...................... .................................................•---•---•---------------------------------....... Location-Adds s .................'-------------•-•--.••.-.or Lot No. f �Q.......................... .--.........................................._... .. Owner Address W Installer Address Type of Building Size Lot------ Z ...Sq. feet U Dwelling—No. of Bedrooms...S1.JV&,C...F.�MMY....Expansion Attic ( ) Garbage Grinder ( ) P4 Other—Type of Building ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures .......................................... �x�.-� W Design Flow............Sa...................... ...gallons per person per day. Total daily flow.........�+.'40-------.--- --------- .lon'i WSeptic Tank—Liquid capacity..%STIL?gallons LengthlO_. O..... Width-L-' ...... Diameter................ Depth..�.0.... �. Disposal Trench—No. .................... Width................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..QN-E--------- Diameter./3.1- Depth below inlet-A..' Total leaching area...3Q.L...sq. ft. Z Other Distribution box (0 Dosing tank ( ) aPercolation Test Results Performed by..H.L�IILC2L�..4U. of }�1 5 'l! i Date.._`J,=A.Q.IB.L............... 1 Test Pit No. 1.....5......minutes per inch Depth of Test Pit----1Z.0......... Depth to ground water----LVC1Aie.--.--. fi, Test Pit No. 2................minutes per inch Depth of Test Pit---120.11..... Depth to ground waten..Nd[Va-----. 9 --------- . . ............--....... --...----.....-----..............••. --•-•-------------------------............................ O Description of U Soil-........-------------------------------............---------....... �-------- E. / � -- .... - -- -.--...................------------------------------------------ C4) � W UNature of Repairs or Alterations—Answer when applicable............................................................................................... ...........................................................---------------I......---..................----.-- --. ...---- ......................----------.....--......-----....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed . �e ApplicationApproved By ...._..___......_...__.....____-_...__.........._--..._.___...__.....__..._.._....._______.....__.___..._. Application Disapproved for the following reasons: .......................................... Permit No. .........�..�f 1............................................ Issued .......................... .. .. ...................................... �a THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF ._.. ......... ........---- Certificate of Tompliunre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b _____ at has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. _� dated .........._ __.................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. .............. Inspector ..._............---------_..----. ._......_...........__.........THE COMMONWEALTH OF MASSACHUSETTS pip {', •/ BOARD OFHEALTH _......1.,1T ...... _...........OF.._......�/Q A.1- ..---------------------------------------- No..............-......... FEE. d.. ............. Disposalorko Tomitr inn Permit Permission is hereby granted...... ZL...... .UC 1l9 to Construct ( or Repair ( ) an Individual Sewage Disposal System �cat No...... r4... ... - �1.!�! dV 1 i[:...------ 2- ' .........................----------------------........---......---------------------------... Street as shown on the application for Disposal Works Construction Permit No----- ---- Dated.......................................... Board of Health DATE.........................- ------......------------------------------------ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS / No....................... FEB............._............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for Dhip aal Workii Tomitrnrtiotc Frrmit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: .:5....._L!r~(/.- � �aV4�..E.) ---------------------- ----............................................................................................. Location-Address or Lot No. SLLr_.8 A?L7.......................... ...................................-............................................................. Owner Address W a ......-...-•- ....... ddre Installer Address - C Type of Building Size Lot---- =Z JOg._.Sq. feet V Dwelling—No. of Bedrooms----rul P,61-.F--FA!YIII,-)(..Expansion Attic ( ) Garbage Grinder ( ) Pa. Other—Type of Building ............................ No. of persons------------------------.--- Showers ( ) — Cafeteria ( ) P4 Other fixtures ---------------------------- 14 w Design Flow.............5:--.--------------------gallons per person per day. Total daily flow.........44 ........................gallons. WSeptic Tank—Liquid capacity..�Sjfflgallons Length JD - Widt1L.(O-.'-6- _' Diameter---------------- Depth--`}. -:-0_�" x Disposal Trench—No. .................... Width.................... Total Length.........---.--.---- Total leaching area--------............sq. ft. Seepage Pit No.-DOWE-- ------ Diameter.13.1./3.'--. Depth below inlet..4'..?__'1'..-. Total leaching area-.-38-(=x...sq. ft. Z Other Distribution box ( Vf Dosing tank ( ) Percolation Test Results Performed Date.._`kr o./Bi._L.............. aj Test Pit No. 1----- ------minutes per inch Depth of Test Pit....L00....... Depth to ground water-----IYVWZ__ L*. Test Pit No. 2................minutes per inch Depth of Test Pit----120."..... Depth to ground water...ALQn!E--.-. a ............. . --------- ------........------....-------....------------------------......................................................... ODescription of Soil.................... ......._..---------------................... ......- ......................................................... - - - u ------------------------------------------...... - --�9:r1lA'H 10....�� -----............................................................. UNature of Repairs or Alterations—Answer when applicable................................................................................................ --------------------------------------------------...........----........ ................ ........................-- ....------............_.........._........-----......-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ApplicationApproved By ....................___...___......__.....___...__..._.................___.._....._-_-_-______________-.__ ...___............................_. Application Disapproved for the following reasons: ____.__...-- ...-_....................................................................... .._.__...._ Permit No. ..............................__............___.._._....... Issued ______...................... ---_-____...._ one THE COMMONWEALTH OF MASSACHUSETTS. BOARD OF HEALTH OF - - - _--....................... ....... TjertifiratjP of CIAtttltliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by ..................................._......._._......_................................................. ............._.. - at has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ............____.........____...... dated ____ ..........................._..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE. .............. Inspector .. THE COMMONWEALTH OF MASSACHUSETTS i BOARD O{F� /I�IEALTH I OF......... /y...l..C..! .....................................__.... I/� No....k. .�_�...... FEE....XQ..*............ � urk`o �Ion,� nrtion �lermit Permission is hereby granted----- R, -----L.e..... Aid----------------------------------------------------- ---------•-•--- to Construct or Repair ( an Indivj'dual Sewage Disposal System at No.... - - -� d ...L1.V.:-._......... .. -...... ...................... . . - ..... Street qq?? as shown on the application for Disposal Works Construction Permit No------1-33... Dated......... ... .................... ................•----------....------- . . --.........._.---......----......------. Board of Health DATE...................- -----..............--................... .......--- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS LEGEND: ELENA TIOAI BENCH MARKS SPECIFICA TIONS: NO TES: A. PIPE EXIS77AIG PROPOSED • DATMM-NAUONAL GE-ODE77C 1ER77CAL DATUM OF 1929 /N I. UNLESS SPECIFIED OTHERWISE SYSTEM CONSTRUC77ON SHALL �A 1.J R E FE R E N C-E SEGMENT DIA. (IN.) TYPE MIN. SLOPE/ CONFORM TO 777LE 5 OF 7HE` STA 7E ENVIRONMENTAL CODE OR --72--- SURFACE CONTOUR NO. DESCRIPTION _ L ELEV. LOCAL HEALTH CODE, WHICHEVER IS MORE 57RINGENT. BUILDING TO SEP77C TANK 4 SCH. 40 PVC 1/4 7. CT SPIKE/N writirr PIoLcwze90, uP/.4' 43.05 „ SEP77C TANK TO 2. ALL WORK ON L/(VES, GRADES AND DETAILS ,�HHOWN TO BE DONE 723 71.7 SPOT ELEVATION USEE PUN OF L 4Qf.Jp I" SALEM , MA, 'EPA RI=D FCS' SEP77C BOX 4 PVC 1/8 BY A LICENSED DISPOSAL WbRKS INSTALLER . 2 CUr J rnA' - /N /2" MA!LF. UP 3.11 40 . 85 STuAfLT 0. A6 rAM-so, p4Teo SEPT. fox /q Q 13 Sy DISTRISU77ON BOX TO DEEP SOIL OBSERVA77ON TEST 3 HAMCpf-IC SvLAjfr`f RS G/ATOS I JSC. LEACH AREA 4 PVC 1/8 J. ANY INTENDED 0 REVISION A5 PROPOSED ELL BE A S AN010R HORIZONTAL LOCA nONS, AS SHOWN SHALL BE APPROVVEED BY THE IN LEACH AREA (IF REQ'D) 4 PERF. PVC 1/16 ENG/NEER AND HEALTH AGENT &R/dR TO IMPLEMENTA77ON. PERCOLA77ON TEST A PROPERTY LINES SHOWN ARE APPROXIMATE THE ENGINEER ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED AND BACKFILLED SHOULD BE CONSULTED REGARDING RECORD BEARINGS, DISTANCES AND ALL JOINTS SHALL BE WATER77GHT. LEACH FIELD 7RENCH 10" OAK PROMINENT TREE, DIA. & SPECIES (IF READ.) PIPE SHALL BE PERFORATED P. V.C', PERFO A77ONS AND AREAS AS WELL AS STAKING REQUIREMENTS BM #2t\ ELEVA77ON BENCH MARK & NO. DOWN. ALL P. V.C. PIPE SHALL BE PER ASTM-D3034 UNLESS 5. THE CON7RACTOR SHALL N077FY THE PROPER INSPECTORS AND SPECIFIED OTHERWEE.. SEE PROFILE" AND "DETAILS" ALLOW SUCH 77ME AS IS REQUIRED FOR /NSPEC77ONS. '� D/QECTIOA/OFSVRFAGE ICVNOI� B. SEPTIC TANK & D/STR/BU770N BOX 6. SAFETY MEASURES DA Y-TO-DA Y CONTROL OF WORK AND . . . . 9'�.. STANDARD MFR., PRECAST REINFORCED CONCRETE" CONSIRUCAON, CONSTRUCnON M�7HODS SHALL BE THE RESPONSIBILITY OF moo/ AS MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. SET 7HE CON 7RACTOR. -%JS- WATFR dECvIc.E �� LEVEL ON STABLE BASE THAT WILL NOT SETTLE,• ALL OPENINGS •9 7. THE ISSUANCE OF A PERMIT TO CONSTRUCT OR A CERTIFICATE SEALED WA7ER77GHT. IF SIDE INLET OF SEPTIC TANK IS USED OF COMPLIANCE, SHALL NOT BE CONSTRUE!) AS A GUARANTEE O ti0 EXTEND INLET PIPE TO INLET BAFFLE AT � CF TANK. THAT THE DISPOSAL SYSTEM WILL FUNC77ON SAnSFACTOR/LY. /00 FT QUFFER Zoxve- k (+� SEE DETAILS BELOW. 8. PROPOSED BUILDING FOUNDA77ON CONFIGURA77ON AND LOCA 77ON CITY O F SALEM 4 y C. LEACH AREA ON THE LOT AS SHOWN SHALL BE VERIFIED AS TO CONFORMANCE �•�e�'� i/AY•BOCES/tTCAR1CIar� SHALL BE CONS7RUC7ED /N ACCORDANCE WITH LINES, GRADES AND WTH FINAL ARCH17ECTURAL PLANS AND ZONING BY-LAWS DETAILS SHOWN, ALL TOPSOIL, ORGANIC AND OTHER UNSUITABLE PRIOR TO CONS7RUC77ON. MATERIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON 9. THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING i PLAN" AND "PROFILE" CONCRETE S7RUCTURES SHALL BE AS FOUNDA77ON DESIGN, WH/CH WOULD INCLUDE DETAILS AND FINAL / • Z9 Tern) MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. ELEVA77ONS OF F0077NGS, WALLS AND SUBSURFACE DRA/NAGE TO PREVENT IN7FRIOR FLOODING. SUGGESTED FOUNDA77ON D. STONE DRAINAGE MEASURESAS MAY BE SHOWN, ARE SHOWN ONLY STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SO AS TO IND/CA TE THEIR RELA7701VSH/P WITH VARIOUS SETBACKS SHOWN IN DETAILS, WASHED FREE OF ALL FOREIGN MAT7FRAND WETLAND CRITERIA. PRIOR TO PLACEMENT. BOTTOM OF EXCAVA270N SHALL BE 10. LOCA77ONS OF EXIS77AIG FEATURES AND U77LlnES SHOWN ARE BY SCARIFIED PRIOR TO PLACEMENT OF STONE. STADIA SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. E. SAND & GRA VEL 11. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" AT 1-800-322-4844 (. SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONS TRUC770N. COARSE SAND FREE OF FOREIGN MATERIAL (LOAM, CLAY, ETC.) WITH NO STONE OVER 12- ANY DIMENSION, COMPACTED IN 12" LAYERS 12. ALL FEATURES AND STRUCTURES ARE PROPOSED UNLESS STATED LOT 9 LOT (o BY APPROVED MECHANICAL MEANS OR ALLOVIED TO SETTLE, IN AS EXISTING. PLACE, FOR TWELVE (12) MONTHS OR AN RA 7F OF TWO ))S Dlh'EC7 -D. FILL SHALL HAVE AFTERACOMPAC77ONPERCOLA OAND OR SEMEMENT IN PLACE.MIN. PEI? BOTTOMCH OR OF R EXCAVA77ON SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL PLACE FILL AS SHOWN ON PLAN" AND "PROF/LE" /3. This Plan to accompany a Notice of Intent filed \ E with the Salem Conservation Commission and the C.I FRAME & COVER IF 30 `. eF Y� FULL ACCESS MANHOLE RISER SEE SPEC. B Massachusetts Department of Environmental Protection. \ MORTAR REOU/RED \ BEDS 3" VENT INSPECTION COVER- . 2"_0- YIN. (TYP.) FULL M.H. TO GRADE A \\ •\ IF OVER 2000 GAL. /01. All areas of construction are in the 100 foot buffer 34\. \` \ INLET - + CAPACITY zone. `\ MAX. LIQUID J - LEVEL = 1•IREu RpD \ OUTLET INVERT U PRECAST BAFFLE OR v PIPE IEE OPEN AT INSPECT TANK )u TOP (TYP.) INLET AND ANUALL Y, PUMP OUT OUTLET / AS REQUIRED OUTLET TTP Or I 1 ' D FOVIV DAT/OM 6- DEP 7H OF 3/4-- FL. �!4.O -. N .� 1 I/2- STONE TANK WIDTH W-2-0 � �\ 1 AREA 7221o$ t$,F. o, SEPTIC TAIIJ� nPic& SECnon1 NOT TO SCALE s-D . I \ \ \ - SEPTIC TANK TABLE OF DIMENSION: ' Pr nr M` �V \ \ ��. n? CAPAC/TY (GAL.) A B " C D E F r G OAS \ \ \ C - -- ---- CA \\ \ \� - -- - 1000 6'-1' S-1" 5'-8' 7'-8" 4'-0" 7 '-0" l -2 -EXISTIN/tv 6-712-ADE N. ��` 1500 10'-0" 6'-O"5'-10' 9' S" 4'-0 ';O'-11 T-2" n_ �0 NI N�SAE`0\ , r+1► -��„t�s�♦ �� \�• f0U7ZET (TPP.) 1'-0" MIN. COVER SEE SPEC. B �� \ - 4T .+ '/��[3!/i� \\ \`V �..,.Ze��•., i--- --; INLET J i r2 OU� LOADING _ DESIGN CRI TERIA INLET � �„ ,,, - ,I sr�nit�R� 6" NO. REOD BUILDING USE . ;SJN4L,E. .FAMILY. DWFWN(3 . . . . . . . [iOXI -'-- � ab -----J oN�C!�. NO. OF BEDROOMS. �ouRCq) . .DES/GN NO. OF PEOPLE EIGJ►r(8) G4RnGE -- �` - Tt 1'-e' 6" DEP 7H N"� DESIGN FLOW. . SS G�PQ . . TOTAL DAILY FLOW . 44 GfIU-0NS 1_8- � y l3eFi►KOUf y ��� ���� � � ��-� "- 40 3/4"-1 1/2" GARBAGE GRINDER - NO .X . YES. . INCREASE LEACH AREA BY 509 EL. 3X6 i St�Ci SCAR i� �\ PLAN H -ZO SEC STONE ( °) 3E� EL, 400 EL 42.0 SPECIAL CONDI77ONS . . . . . . . . . . . . . . . . . . . \\ ; 6 - OUTLET D/SIR/BUTTON BOX NOT TO SCALE DESIGN PERCOLA770AI RA TF .51Y .(0. .MINUTES PER INCH 6RSEMFA/T' /00% Et.36.0 QE3ERVE ! �PgvED / / �� \ LEACH AREA REQUIREMENTS (SQ.FT./GALLON) - BOTTOM 19.SIDE 0•.6. 4 AP_C PRECAST FINISH SURFACE .SQ.FT / TOTAL AREA READ-LOCAL CODE.341 ,SQ.FT. - WILE 5 3� � 1- - RIVE / S/A1GLC \ � pa... REINFORCED 'T s = / �� • TS I /MLYUN!7 �� N CONCRETE _ � _ FILL PROMDED-TOTAL 38�SO.FT.-BOTTOM./kR .SQ.FT.-SIDE. ZI.7.SQ.FT. ddd�• • � PIT-SEE NOTE 6 AND/OR 3:J 9 3S N T-SAI 4 / TDP of Z' I A p� �,� A INLET PAVEMENT J r . 1� l FOVN040TlOA/ I �NL__ __fJ n INVERT z _ !' � / & y /D• ! E-�.. .0 - �' .r 18" 0 MANHOLE a~ .. I/8" TO •b:'i�vi a4 � %4i�r''(J yW ♦9 I P-5 i ♦ i4h ♦ °. o w I/a" NI _ LIMIT OF 1 j I Q .� J• i I , \ _ ' STONE o r N 4 STONE > m (SPEC. Dl 1 Fo`� LA� r\r: H -20 I D. 'C' Q.. ; .' „��Cf' I TALACKO Z ,to 1S-i1 EFFECTIVE WIDTH w o p #34p26 tiI� TO 08FSTONE VENT 1 / T>aN WS V A r ��� 11/2" fea 07 �. P Civil �Q Co f / ) \ A' w O 'r: } STONE r \ \ (SPEC. D) •.�'�m I �F ISTD tib j,! \ BOTTOM STONE I r E1.32.9 - ` \.i I PLAN EFFECTIVE WIDTH Q 7wfm LIQUID CAPACITY EA. PIT IpCVAAt11*3S I.• 7. NQ. OF PTS REQ'D.oNE C�,), . TABLEof DIMENSIONS LOCUSMAP SCALE 1 2000' > °Z L o. BOX N �� i 14.to A e _ c SECTION 'B'^1 DEEP LEACH PIT 13'-0" a'-z" e'-t" - _ ,NOT TO SCALE LJ1_I PIT r An zo � �A ' SOIL TEST DA TA PERC RA TE(MIN 1N.) DA 7F • P-5 t-1 Vt- CS) 9 30 NO. DA TF REVISION BY APPR. TESTS BYF.t .TbWN3ENl� . 145A EL. 28.9 -Q� i' El WIT7VESS.•_M. FAIR , 14PAM AUAM PROPOSED SUBSURFA CE E�,C J3 OBSERVA77ON PIT -�=s ->-.S-� SEWA GE DISPOSAL S YS TEM I DA TF 9-30-$ 1 GRADE EL. 3 .9 _-_- cam ���r.. A GROUND WATER EL. No NE N 0 KI E_ SI TE PLAN, PROFILES & DETAILS ellh I PLAN BOTTOM EL. Z q 2 el •9 LOT s P4 4 !StALIv: I '• = ZCx r x r w0oo STAKES I 7 PER BALE HAY BALE .4Q �� - Er&a.! "� .� o FIwE • e c�,a,4 y,,,,, LINDEN A (VENUE EXTENSION �y41 6rAVPI- < cr�vLn 30C,E,yNTr SALEM, MASSACHUSETTS _ ii 'iJ ii _ 3S SHARP MM- SA4�JFr1tr' 4" 0 SCH 40'PERF 4 0 SCH 40 SOLID PVC TO COARsESA a PREPARED FOR PVC HEADER, DESIRED RISER LOCATION v~K! ROBERT L. BOUCHARD (PERF. DOWN) M•rtc- BALI, Burr OXIDES ' � `YRR!FS 1 - 4 x 4 PVC 4 0 SCH 40 PVC RISER TO PeexTRAnoN Tarn+Ee E? ILO'' I{{ TEE' 4'-O• A80VE GRADE _ a _ (+) SLOPELO 90 -- •, - x LEACH 12"x12"x18" DEEP CONCRETE HAY BALE I:B .-Jar" ar SCALE: 1 Z o HOCIZOk AL. AREA NO G.W. /vr. h w. SCALE.' AS NOTED DESIGNED BY _ ✓.B.S ANCHOR BELOW GRADE SIL TA TION BARRIER - - _ - DA 7E JUNE 1, 1993 CHECKED BY.- 1 VErerlC AL. I6" Y_ENT DETAILELEVATION - ATY IERncAL SCAF HANCOCK SURVEY ASSOCIATES, INC BOTTOM STONE NO SCALE NOT TO SCALE GRADE �� F .' . O(JND WATER 0 \ BOTTOM (NO REFUSAL) k, L 235 NEWBURY STREET, DANVERS, MA 01923 REFUSALILEDGE Wim. SHEET 1OF 1 ✓OB NO. 3162 !� o JUN 2 2. 1993 CITY OF SALEM HEALTH DEPT. PLAN LEGEND ALT. INLET (TYR) EXTEND TEE TO BELOW ACCESS M.H. SH. Of EXISTING SURFACE CONTOUR ---- 68- - - - EXISTING SPOT EL. 67.6 - SPECIFICATIONS PROPOSED SURFACE CONTOUR 70 PROPOSED SPOT EL. 7 / WIT2.5 I r WIT � AccEss MANHOLE RISER ' -� JC� �''•��'>=di`'C Lta-1� �TM�,� F'- H C.I. FRAME & COVER W --- --- A ( EXTENDED TO WITHIN 6" 1.. A A. PIPE (TITLE 5 - REGULATION 4) z OF FINISH GRADE. 0 BUILDING TO SEPTIC TANK -_� " 1 6"z 8" ' O " � CAST IRON , WATERTIGHT JOINTS, OF TANK PITCHED Y4" PER FOOT OR AS SHOWN. SEPTIC TANK TO DISTRIBUTION g I INS TION PLAN VIEW BOX —. .. PVC , WATERTIGHT JOINTS , PITCHED %B" PER FOOT OR AS SHOWN. DISTRIBUTION BOX TO LEACH AREA — 4" � PVC, WATERTIGHT COVER JOINTS LAID LEVEL FOR 2' - 0" FROM DfSTRIBUTION BOX THEN PITCHED D �� Fix No SCALE AS SHOWN. IF LEACH FIELD OR TRENCH IS SPECIFIED, LEACHING PIPE UG 201�c� I�1 �F �74WAM�� � I (SEE NOTES 5 &6SHALL BE 4 „ PERFORATED PVC, PERFORATIONS DOWN„ PITCHED AS CITY. OF SSITM > 2 ' v � ' SHOWN; SEE PROFILE & 'DETAILS' ALL PVC PIPE SHALL BE AS PER HEALTH DEPT. �oQ �- - - -- A ASTM - D3034 UNLESS SPECIFIED OTHERWISE. DETAIL • SEPTIC TANK ( isoo GAL,) B. SEPTIC TANK ( TITLE 5 - REGULATION 6) STANDARD MFR. PRECAST REINFORCED CONCRETE CONSTRUCTION ; SEE KC.I . FRAME a COVER ON ACCESS MANHOLE RISER INSPECTION COVER E "DETAIL”. IGoo GALLON LIQUID CAPACITY SET ON ASTABLE BASE THAT � ALL �>✓/�i t-I ��S” �1'•Ipl�Ji-1 .�e� ?�JAJa SCD I , ,r , FULL M.H. TO GRADE . . , FULL MORTAR IF OVER 2000 GAL. WILL NOT SETTLE. JAI'- ' s�8� + 3 MIN. Ut-(L � 1�4P�E1s� ° kt� i1JQ , _ 1 �, f�zw--j 0,. f BEDS (TYP.) CAPACITY — — ---- = - OPEN AT TOP-(TYP.) C. DISTRIBUTION BOX (TITLE 5 - REGULATION 10) !G' cuT INLET AND OUTLET - TJE �'�L�` t C+�u =ZV4T oV Qom?^ ?t Q?•;�v . 30 --- 3 STANDARD MFR PRECAST _MAXIMUM-LIQUID LEVEL F AST REINFORCED CONCRETE CONSTRUCTION SEE = OUITLET INVERT G W 11V, EL. �B.Sv •DETAIL. ="X_�iOUTLET, SET LEVEL ON A STABLE BASE THAT WILL NOT F SETTLE. ALL OPENINGS SEALED WATERTIGHT. 342tZC INSPECT TANK o A.! 1D ' AT�i r /.`1% . '_4L ?, 2 ��`:4L1 i ' i :vc � \ • ANNUALLY, PUMP OUT - • As REQUIRED E D. LEACH AREA (TITLE 5 REGULATIONS 11 , 12, 13 , 14 , 15 ) \ \ SECTION A-A SHALL BE CONSTRUCTED'' ORDANCE WITH LINES, GRADES AND D _ _ __ NO SCALE DETAILS SHOWN. ALL TOP NAND CSUBSOILS AND OTHER UNSUITABLE ��•3, _ �rue_ � �tP :�e, �•s_'<. ' I MATERIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON "PLAN' 1 (0 , n 3-' • _ MATE IA A. 6" DEPTH OF AND "PROFILE' OR AS DIRECTED. �!, �!1L�� C�'�±-t,':� �-�',+-+��, OF v�,4"!• FL�Ei�-� •'3_-0'-'.= \ \ I I / L-Q 1 � � 13o Z- 3/4 - I%2' STONE - TABLE OF DIMENSIONS E. STONE ( TITLE 5 REGULATIONS 11.7 12,.7 13 .7 t,-��.t� CT,'•'F� ��' _"`�✓�v:.? vts•";~`�',P L_ , � N•c 'J"'';_. � \ \ , — r s t 14.71 15. 5 ). �'•;+�,-rlti,� �a-�4cc_ 11a� ,tet e c�+ `-r AL�4 s2 ,10 t N SEPTIC TANK DIMENSION--_ STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SHOWN rat \ \ I If6 CAPACITY (GAL.) A B C D E F G REQ'D. IN DETAILS , WASHED E OF ALL FOR MATTER PRIOR TO FRE FOREIGN PLACEMENT. X422,=2 �) � � LEDGE 1000 10 -0 6 -0 41-161 9 - 5 3 -3 _ 0 -9 I -2 ; +F�1`( SAES I STANDARD 1000 - 8 - L 5 - 1 5 -8 11 71-8 4 -0 -10-011 201 SIL"S_ c+tEGk I I (250 18 - 1 5 - I 6 -s 71-811 4 -l0 I -o I -si4 F. SAND 8c GRAVEL FILL ( TITLE 5 - REGULATION 2. 17 ) IS.t� �� i✓11r � _ � � J I „ „ „ „ SHALL BE COMPOSED OF HARD DURABLE STONE AND MEDIUM TO COARSE 1 1500 10 -0 6 -0 5 -10 9 - 511141-01110 -II . I -2 c�+4 , ---------- E���QV ' " ' " ' " ' 5111 -51-511 ' " ' SAND FREE OF FOREIGN MATERIALS ( LOAM CLAY SILT ETC.) WITH NO 2006 10 -0 6 -0 7 -2 9 - 0 -10 I_9 STONE OVER 12" IN ANY DIMENSION, COMPACTED SIN 12 "� LAYERS BY loo e / �y ___ APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLE, IN PLACE, FOR ! TWELVE ( 12 ) MONTHS OR AS DIRECTED. FILL SHALL HAVE A PERCOLATION 2 .0, DETAIL w RATE OF TWO 2) MIN. PER INCH OR FASTER AFTER COMPACTION AND/OR �•--2 3--•I � MIN. ( 3s,5 '`' � - I COVER 6 OUTLET SETTLEMENT IN PLACE. BOTTOM OF EXCAVATION SHALL BE SCARIFIED PRIOR ' ., TO PLACEMENT OF FILL. �Z Z �2�3., 4„X 1,- 6„ DISTRIBUTION IL 0 I 42 BOX '1Z I I TEE _ I 3 I NOTES cam-►T .o,-+ uTI LrT� r'b�>✓ i!ralkLL n, \ \ �� /// / - - - - - BAFFLE-•' 6” DEPTH 4' 12 (SEE i4-Ac:;NLE` NOTE 7) (if reqs °° — STONE 3 - �-- �/ �.-2 -3_ PLAN NQ SECTION I. NO CHANGE IN BUILDING USE WITHOUT PRIOR APPROVAL OF HEALTH DEPT. Io , ,, t tri \ : \_ \ D. q? ?�—O ) 2 -- / VIEW SCALE NO REQ . ALL WORK ON LINES GRADES AND DETAILS SHOWN TO BE DONE BY A LICENSED � t - 1 - "DISPOSAL WORKS INSTALLER ." e 1 ter-- -- — -� m ,o ( �.\ / FINISH sURFACE- TYPICAL SECTION 1� \ 3. ANY INTENDED HEVISICNS OF PROPOSED ELEVATIONS AND/OR HORIZONTAL _ 1 _¢ 0 5 ', d` . Iia \ FILL AN LOCATIONS AS SHOWN HEREON SHALL BE APPROVED BY THE ENGINEER 14� `r� / _ FHIOR TO IMPLEMENTATION. p i ^i* \ c + MIN.12" LOAM OR�R - B 4 it- Ur -� r PAYEbIENT_ l / TO /' STONE (SPEC. E) U1 mak ,JT : ....: .:.. :. 4. PROPERTY LINES SHOWN HEREON ARE APPROXIMATE. THE ENGINEER SHOULD �� toll qZ �' r • ' I _ O` , r ' y • - - - TOP OF PIPE BE CONSULTED REGARDING RECORD BEARINGS DISTANCES AND AREAS AS l 1 � � �F �� 5 ` ^` ;` _. • r "V PIPE F RAT A) WELL AS STAKING REQUIREMENTS. Q) �IVE' ��� '.VA� 3-lo MIN. AT �o f, 4Z T Nyl D �x \ ` �� LOW END •'� f+, • Jr- TO I 5. THE CONTRACTOR SHALL NOTIFY THE PROPER INSPECTORS AND ALLOW SUCH _I I oP 1 o \ � ) �_ " " ' ''•• TO 1 !2 STONE(SPEC. E) TIME AS IS REQUIRED FOR INSPECTIONS. ME - 1 ksE -- - / �� 14.7 2 R r 3-0 6. SAFETY MEASURES DAY- TO - DAY CONTROL OF WORK AND CONSTRUCTION v �l, ----- NATURAL SOIL OR GRAVEL FILL / (SPEC. F) METHODS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, OF LE.4C/ 3,�y, D DIsrQ16LrTiGN BoX 19 pA- RT -}I►vG FAC) LI7y O I I ¢z And A-5 SU(.0 Sgot)LD BE NO CLOSCR rtf�l N la ' ' - - - WIDE TOTAL LINEAR FEET 2 7 PRECAST REINFORCED CONCRETE SYSTEM COMPONENTS AS SHOWN AT LEFT FRUNI p p(!n{�E2TyL►NF_ TRENCH ?�'-O" OF TRENCH REQ'D.. .... . . . U1 LONG SHALL BE AS MANUFACTURED BY SHEA CONCRETE PRODUCTS WILMINGTON N0. OF TRENCHES MASS. OR EQUAL . REED , L 7- F I /� 1 . . .OHS f" L A I�!' T LEACH, N C mak` '. �i•� 8. THE ISSUANCE OFA PERMIT TO CONSTRUCT OR A CERTIFICATE OF �� e COMPLIANCE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE DISPOSAL L� 1N = Zpl. GETTr R REQUESTING VR�IhNG& NO SGALE SYSTEM WILL FUNCTION SATISFACTORILY. -� �?6fIS6N wN/ MUSt BB' S5-Arr 7-O 4p ------ f -- -- 13DARDAND ALC. A-SUTtEY� A117-H"l/✓ 4 \ ` L :�_ �s-.c,�I 31 .5' soo 'oF aeo�'Ez7� _ 1vorrFY1No- ! DESIGN CRITERIA 2-:�U�•_�; E 'PL.44.10� L,4a-a D 1'u `.dL1=•t-� ! �t A , r��.=�,��o �v� � "-. 5o D " v I. TYPE OF BUILDING . . . . . . . . . . . +. . . .... . . . . . . - . . . . . . . . . . T> N� T/M� oY- �TaAf2"T" 12. AB..�.r';� "D,4T�o -"�P;,, � , Wig( '��' / o r/FlC JY70N70 BC _ }}A, t cam, Uu� l�� A��� A+ -� +-I� 2- NO. OF BEDROOMS .. .C�� NO. OF, PEOPLE ?T (� U! tj c11 '' ��o�a f- r { —lC6GEJULZ3-BY tl$ Cid !0-D = t 8/Z 3. DESIGN FLOW TOTAL DAILY LOW Aac� QAL LY F U 4 Q , 3 HEAR/ 4. GARBAGE GRINDER - YES ANO -�. •.,• -- , IF YES, INCREASE tr. . G5 r 5 _ /ter -- - r iL1= IS,OZC7�� -� GWS AREA REQUIREMENT . . . . L(I It- � 1 IOP �� 'LA--'' _ .. .. . . . . - . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a _o.00so -=�TiO� c 2 D�.T4tk = �422, E!Z S. SPECIAL CONDITIONS ( j 3 •0 - SOIL TEST DATA 6. DESIGN PERCOLATION RATE �! .��� . MINUTES PER INCH \ 7. LEACH AREA REQ'TS - SQ. FT_ PER GALLON - BOTTOM SIDE �•�.... . L�jZt1�1'_r� I j GA L�'U L 4`l�t�J TEST BY f=t?,.Tpw ✓ IN PRESENCE OF _ r=!2 8. TOTAL LEACH AREA REQ'D. - LOCAL CODE.' Sq.ft. - TITLE I I ...... . -QI PERC. RATE _.�.. . . ��. �_ 9. PROVIDED - TOTAL Sq.ft. - BOTTOM Sq.ft. - SIDE Sq. ft. DATE .30 �M�1J I;�1 3 , v OBSERVATION +� OF ! � {-N he��A .. ZH ; iV HOLE NO. T-d wtU �' ) -4 GRADE EL. �. ",� PROPOSED SUBSURFACE w GRD. WATER EL. to + 1 e s SEWAGE DISPOSAL SYSTEM W - •` �,-o. - , ;�-o,�_ ,i - _1 IiII. r--L- � '' 0 1 - �� 0=�-'1` ` Gl(i �L . ✓?.c7 ISoh _ 7�I BOTTOM EL.— � 1 / ' ?--• --'Q '" 1 ?i, Z SOIL DESCRIPTION ' EL• 5 �', i n � - C7 2" .?Z1 ? i 2_ 12�%, ? „ -.f +✓T. - 1 'Q -A ,)EL-L- °Y� ,o ` �/ v R IR, A���u�tEn �e�IN� �' 2��:. -.� sav~�-vx`, � 6� fz "� �t.� , .•�, ^�9 r' PREPARED FOR m �, wa �� -ria+-�- �. _- �� �c� ���� P�:��C�-!� �7j Jam`'-' � 1 � . 30 o� T 5 , EL. Z3rt ----------- _. _.__ SITE PLAN • PROFILE • DETAILS ,7 r SCALE: 144, Zorxj SCALE AS NOTED DATE __._.. ...... . ... . .. .. ....... REVISED .... . . . o CIVIL m V.V.i ... . . .. . . . .. ... . . . . . ... SHARRY III c DATE 1 ENGINEER HANCOCK SURVEY ASSOCIATES , INC. No.31185Q ti - �L � V Y P 1 \ � � � L � 'qa= OV'��r . � u � DESIGNED BY .... .. ... ... . . . . .. .. . SC/�, LE " , o� // 69 HOLTEN STREET DANVERS MA. 01923 90 F� TEP��be CHECKED BY — SURVEYOR (617) - 777 - 3050 (617) - 662 - 9659 fSS N e G�e�. //, REVISED BY HSA N0. '.J I G., i i cy r �41 l��s =w I i i I LEGEND: ELEVA TION BENCH MARKS SPECIFICA T/ONS: NO TES: A. P/PE D DA7UM.•NA77oNAL GEODE77C VER77CAL DATUM OF 7929 /N I. UNLESS SPECIFIED OTHERWISE SYSTEM CONS7RUC77ON SHALL XISIING PROPOSED SEGMENT DIA. (lN.) TYPE MIN. SLOPE/ CONFORM TO 777LE 5 OF 7We STATE ENVIRONMENTAL CODE OR --72--- X72 SURFACE CONTOUR NO. DESCRIPTION ELEV. -A tiJ R E FE 2 E N C LOCAL HEALTH CODE WHICHEVER IS MORE STRINGENT. - -- - - BUILDING TO SEPTIC TANK 4 SCH. 40 PVC 1/4 GtrT SPIKE /A/ VT/Z/T)' pbLE*'?(j90, UP/.4' 43.05 w SEPTIC TANK TO Z ALL WORK ON LINES, GRADES AND DETAILS uHOWN TO BE DONE 72.3 71.7 SPOT ELEVA 770AI T 5EE PUN OF LA"r_> 11 1 SALE. M , MA, TtEPAREA fOC' DISTY19UPON BOX 4 SCH. 40 PVC 1/8 BY A LICENSED "DISPOSAL WbRKS INSTALLER . 2 Ctrl sMAZ /N17" /MAPLE, UP 3./1 40 • $S STvART Q, AQRAM5" PRYTEO SEPT. C-, 1111313 By DISTRIBU77ON BOX TO 4 SCH 40 PVC 1/8 J. ANY INTENDED REVISION OF PROPOSED ELEVA77ONS AND/�OR DEEP SOIL OBSERVA LION TEST 3 HAND.j �Qv�( AS.SOCIA1-E5 � 1 AIG. EACH AREA HORIZONTAL LOCA77ONS, AS SHOWN SHALL BE APPROVED BY THE IN LEACH AREA (IF REQ D) 4 PERF. PVC 1/16 ENGINEER AND HEALTH AGENT PRICFR TO IMPLEMENTA77ON. ® PER�OLA770N 1FST 4. PROPERTY LINES SHOWN ARE APPROXIMATE: THE ENGINEER ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED AND BACKFILLED SHOULD BE CONSULTED REGARDING RECORD BEAR/NGS, DISTANCES 10" OAK PROMINENT 7REE, DIA. & SPECIES AND ALL JOINTS SHALL BE WATFR77GHT. LEACH FIELD TRENCH AND AREAS AS WELL AS STAKING REQUIREMENTS. (IF REQ D.) PIPE SHALL BE PERFORA TED P. V.C., PERFORA 77ONS B.M. ,¢y2 e ELEVA170N BENCH MARK & N0. DOWN. ALL P. VC. PIPE SHALL BE PER ASTM-DJOJ4 UNLESS 5. THE CONTRACTOR SHALL NOTIFY THE PROPER INSPECTORS AND SPECIFIED 07HERIMSE. SEE PROFILE" AND "DETAILS" ALLOW SUCH 77ME AS IS REQUIRED FOR INSPECRONS. B. SEP77C TANK & DISTRIBUTION BOX 6. SAFETY MEASURES DAY-TO-DAY CONTROL OF WORK AND �. � 01RECnOA/OFSVRFA6B /tUA1V=- 9'i CONSTRUC770N )RD7/ODS SHALL BE THE RESPONSIBILITY OF .pe+ STANDARD MFR., PRECAST REINFORCED CONCRETE CONSTRUC77ON, THE CON777ACTOR. AS MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. SET wATFR SEavice 9� LEVEL ON STABLE BASE THAT WILL NOT SETTLE ALL OPENINGS 7. THE ISSUANCE OF A PERMIT TO CONS 7RUCT OR A CER 77FICAIF SEALED WATER77GHT. IF SIDE INLET OF SEP77C TANK IS USED OF COMPLIANCE, SHALL NOT BE CONSTRUEJ AS A GUARANTEE O /00 FT Qt>F"cER ZDA/E 'Low EXTEND INLET PIPE TO INLET BAFFLE AT IE OF TANK.' THAT 7HE DISPOSAL SYSTEM WILL FUNCTION SA77SFACTORILY. SEE DETAILS BELOW. 8. PROPOSED BUILDING FOUNDA77ON CONFIGURA77ON AND LOCA770AI C t TY O f` SALEM ti C. LEACH AREA ON THE LOT AS SHOWN SHALL BE VERIFIED AS TO CONFORMANCE ....��r AMA8 KEXJLT l34RkIE/C SHALL BE CONSTRUCTED /N ACCORDANCE WITH LINES, GRADES AND WITH FINAL ARCHl7EC7URAL PLANS AND ZONING BY-LAWS DETAILS SHOWN. ALL TOPSOIL, ORGANIC AND OTHER UNSUITABLE PRIOR To CONS7RUC77ON. MA7FRIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON 9• THIS PLAN IS NOT INTENDED TO SHOW AN ENGINEERED BUILDING i "PLAN" AND 'PROFILE". CONCRETE S7RUC7URE5 SHALL BE AS FOUNDA77ON DESIGN WHICH WOULD INCLUDE DETAILS AND FINAL 7-9 •- MANUFAC7URED BY SHEA CONCRETE PRODUCTS OR EQUAL. __ELEVATIONS OF FOd77NGS, WALLS AND SUBSURFACE DRAINAGE _. To PREVENT INTERIOR FLOODING. SUGGESTED FOUNDA77ON D. STONE DRAINAGE MEASURES, AS MA Y BE SHOWN, ARE SHOWN ONL Y STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SO AS TO INDICATE THEIR RELA77ONSHIP WITH VARIOUS SETBACKS SHOWN IN DETAILS, WASHED FREE OF ALL FOREIGN MATTER AND WEIZANO CRITERIA. ?� PRIOR TO PLACEMENT. BOTTOM OF EXCAVATION SHALL BE 10. LOCA 77ONS OF EXIS77NG FEATURES AND U77LI77ES SHOWN ARE BY 3 SCARIFIED PRIOR TO PLACEMENT OF STONE. STADIA SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. iM E SAND dC GRAVEL 11. THE CONTRACTOR SHALL N077FY DIG-SAFE" AT 1-800-322-4844 SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONS TRUC770N COARSE SAND FREE OF FOREIGN MA7FRIAL (LOAM, CLAY, ETC.) W11H NO STONE OVER 12" ANY DIMENSION, COMPACTED IN 12" LAYERS 12. ALL FEA7URES AND S7RUC7URES ARE PROPOSED UNLESS STATED LOT LOT (rj BY APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLE, IN AS EXISTNG L SHALL HAVE A PERCOLA 77OPLACE FOR TWELVEN1 RA��7F OF�TWO R 2)MIN. PER DINCH I L OR FASTER AFTER EXCA VA 77ONP SHALL BE DSCARIFIEDD PROR I R TO PLACEMENNT IN PLACE. T OFOFIL�F �;�`• PLACE FILL AS SHOWN ON PLAN" AND PROF/LE" /3. This Plan to accompany a Notice of Intent filed AMECOVERwith the Salem Conservation Commission and the 3O \ of SND ACCESS MANHOLE RISER SEE SPEC. B Massachusetts Department of Environmental Protection. `\ p, MORTAR REQUIREDFULL ' \ � BEDSaL - VENT /NSPECnON COVER- . . (TYP.J FULL M.H. TO GRADE - \ /F OVER 2000 GAL. kl All areas of construction are in the 100 foot buffer ' 34 \` i INLET - OU/D CAPACITY zone . LEVEL Z IRON R� T INVERT PIPEPRECAST TEE OPEN ATR (,PND) �� �; TOP (TYR INLET AND 1 K W � -yd�Q Hy'1`d3L. j MP OUT ou1LEr. y��It1S 30 AJd� / REQUIRED OUMET FOUNDAT/oAl 1 I ' / D C66I 0I / LOT A' ��1/Pp' STONEW OF S/4 _EL. 4�.0 �� TANK WI -ZD (�I AREA 22,/0$+S.F. SEPTIC TANK rYP/C�1L SEC77aV NOT TO SCALE a \ \ \ \ SEP77C TANK TABLE OF DIMENSIONS CAPACITY (GAL.) A B *1 C D E F G L0 \ \ P N, �� '00 1000 8'-1 5'-101 5-1 5 ''-8 7 " 4'-0. ' "-8 4 -O 1 -0" 1 =� -EX15T1NU 612ADE N + \ \\ �� ..-_ - \\ W 1500 10'-O;;77-_0j5'-10" 9-5" 4'-0" 0'-11" 1'-2" 0 6to Nt N�SYf`TeLE 40 - 4� 13gaRIER \\ . ` f�'�i \ \ ��• fourLEr (rrP) 1'-D" MIN. CO SEE SPEC~ B - - - �4 �8-►� INLETS if2 OUTLET LOADING Z ! � _ - DESIGN CRI TERIA DIST[IBLmoAt �; 11' ^ � -�_ �L INLET i SMADAQ4 ' 6 NO. READ BUILDING USE . .SINGLE. .FAMILY. DWEWNO Box __ � 9?tft GARAGE ae �__^_�+��_� ► �6 -----' ONEC!). NO. OF BEDROOMS. FOUR(4) . .DES/GN NO. OF PEOPLE 6itsu (e) y nQ � ° 'aB �1 1=8' 6" DEPTH �'� DESIGN FLOW. . �S -PD . . TOTAL DAILY FLOW .4�, Q GALLONS 1=8" CtR64Kot1r 1��� 1 ��-� "x.40 3/4"-1 1/2" GARBAGE GRINDER - NO .X . YES. . . (INCREASE LEACH AREA BY 509) EL. 37.6 i• - SLAB SCAR i� �� - PLAN H -20 SEC77ON STONE - 38� EL, 40.0 SPECIAL CONDl170NS . . . . . . . 6 - OUTLET DISTRIBUTION BOX NOT TO SCALE DESIGN PERCOLA77ON RATE .SIX .CGa). .MINUTES PER INCH BdtSEMEA/T, /�� I �\ LEACH AREA REQUIREMENTS (SQ.FT./GALLON) - BOTTOM l•9.SIDE 040. 4 Et.36.0 AREAE I_�DRn/E I I S/N4LC N\ ` PRECAST FINISH SURFACE TOTAL AREA READ-LOCAL CODE.3W 361 TT SQ.FT. 171ZE 5 . SQ.FT. FAMILY \ "'� I REINFORCED � ,. TS � � 1 / ptirg•�� \ � CONCRETE zN FILL PROVIDED-TOTAL38(a SQ.FT.-BOTTOM./ka .SQ.FT.-SIDE. Zl.7.SQ.FT. ✓✓✓. / N PIT-SEE NOTE 6 AND/OR E- 35 - 9 35 N I TS11I / TCP F , A O A INLET "rt PAVEMENT Li. :i " I FbtJMOO/1710N ` LNL__ __h a ---t INVERT U IL w Io EG. t „ ~ /8" TO } �J ^� _ :y . P-t �.�`'•0 ,r,� \� ,r IB•• MANHOLE w i.i- :. aW �( #'� T • \\ \\tea=:.z� LIMIT OF STONE • -` , \ (O/ "l \1�L STONE w m IS PEC. D) ah•� // 1n h ! v vv '- 1 D c Z 80rfbM1 40 d'-1C SEFTIG \ p 11 '4 -ZO W 3/4 TO b ". o 1 • I3'-.I 6 TANK \ !�^� \ EFF�ECTIV�EWIDTH-� LL ° 11/2" v - o` 1 O OFSTONE VEA/T �� '��. ! Ws \ \\ \ BOTTOM STONE w O r .I�.. STONE A I ' ' \Co y�� I i - EL•32.9 \ \ `:..\ � (SPEC. D) 9 �� �... • ... 1 PLAN - EFFECTIVE WIDTH A�"► , Igo-00/ \ \ � • 1 1 LIOUIO CAPACITY EA. PIT ICOO.LAL�0/03 'F"-' .A. LOCUS MAP SALE 1" = 2000' i \ \ � NO. OF PITS REO•D.0.10 � . • TABLE of DIMENSIONS 41 SEP Z L C BOX N \ �� j ►+:io A e c '1 .SECTION 'B' J PIT DEEP LEACH PIT ►3'-0" 4-z" b'-a 1_l.1 NOT TO SCALE 30 #t LINK '" AEW, SOIL TEST DA TA PERG RA 1F MlN N. DATEled. JttS- P- S FIVE 5 9130160 NO. DATE REVISION BY APPR. � ,te TESTS BY-r.A .TbWN3EN/,. N5A EL. ZSA e4&j*; o w77NE55M • . PAIR , NFAL7H AUArr PROPOSED SUBSU .� RFA CE Esca o TE VAnON PIT 9-30-81 'T 5-93 SEWA GE DISPOSAL SYSTEM GRADE EL. 3 •9 a a •9 5 I T'E PLAN BOTTOM EZ. Z .q 2S .9 GROUND WA 7£R EL No NE NONE SITE PLAN, PROF/LES & DETAILS LOT 5 SCALE: 11• =Zo' ?PER pp�E STAKES MAY BALE 40 0" FINE . LINDEN A VENUE EXTENSION 30" CL6A/1 M '"1 SALEM. MASSACHUSETTS 7D COARSE �� �'Yi� �t- � 3S •' SHARP ME►- • . SAARf{6R'At� 4 0 SCH 40 PERF 4'0 SCH 40 SOLID PVC TO CCARSESA s PREPi1Rm FOR. PVC HEADER DESIRED RISER LOCATION COBB[FS (PERF. DOWN) I GSE 4x4 PVC 4" 0 SCH 40 PVC RISER TO PENETRATION SALES SM � IZo° FLOWPROCILE ROBERT.L. BOUCHARD TEE' (+) SLOPE 4'-0" ABOVE GRADE •' ' 1O . '. I20'� • ' ,zo' ' J.B.S. SCALE: I " w7_0' HOQIZDI rAL.• LEACH * 12"x12"x18" DEEP CQNCRETE HAY BALE SCALE AS NOTED DESIGNED BY AREA ANCHOR BELOW GRADE VE2TIU4L .:>. u0 G.W.- NO6.W. DA TE JUNE 1, 1993 CHECKED BY.• S/L TA TION BARRIER ' I-ER77AL SALE' I" = 4' HANCOCK SURVEY ASSOCIATES, /l'JC s V (=NT DETAIL ELEVATION " BOTTOM STONENO SCALE NOT To SCALE GRADE OBSERVED GROUND WATER BOTTOM (NO REFUSAL) �- NSA 235 NEWBURY STREET, DANVERS, MA 01923 REFUSAL/LEDGE SHEET 1 OF 1 ✓06 No- 3162 Y SPEC/FICA TIONS: LEGEND: ELEVA TION BENCH MARKS A. PIPE NOTES: DA TUM.•NATIONAL GE-ODE77C VFR77CAL DATUM OF 1929 /N 1. UNLESS SPECIRED OTHERWISE SYSTEM CONSTRUC77ON SHALL EXIS77NG PROPOSED SEGMENT DIA. (IN.) TYPE MIN. SLOPE/ CONFORM TO 77RE 5 OF 7HE' STA 7E ENVIRONMENTAL CODE OR NO. DESCRIPTION ELEV. SLA KJ R E FE R E N C-E LOCAL HEALTH CODE, WHICHEVER IS MORE 57RIIVGENT. --72--- rel SURFACE CONTOUR _ _ BUILDING TO SEP77C TANK 41/4 0 PVC GUT SPIKE /N 1n'11./TY r0LrlVZQ9O, UP 1.4, 43,OS • SEPTIC TANK TO 2. ALL WORK ON LI(VVES, GRADES AND DETAILS ,SHOWN TO BE DONE 72.3 71.7 SPOT ELEVA77ON 5EE PLAN OF L.AMD IN SALEM , MA, TtEPARED FOC' 4 PVO 1/8 BY A LICENSED DISPOSAL 0b k.S INSTALLER . DIS7RIBU770N BOX 2 or sP1R'C f" /Z'� AIA/YE, UP 3•I� 40 . 85 STuART e. 466-AMS" PIATIFD SEPT° G-i 1 1 3 BY `�� DIS7RIBU77ON BOX TO _ PICC 1/8 J. ANY INTENDED REVISION OF PROPOSED ELEVATIONS AND10R ® DEEP SOIL OBSERVA7701V 7EST 3 FIAMCb�1� �I�E+( J4550C_IAT'r5 , Imc. l� LE CH�4R HORIZONTAL LOCA77ONS, AS SHOWN SHALL BE APPROVED BY THE IN LEACH AREA (lF REQ OJ 4 P VC 1/16 ENGINEER AND HEALTH AGENT PRIOR TO IMPLEMENTA770N. PERCOLATION LEST ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED AND BACKF/LLED 4 SHOULD E�CONSULTED ARE NG RECO D BEARINGS,/NOS ANCES AND ALL JOINTS SHALL BE WATER77GHT. LEACH FIELD/TRENCH AND AREAS AS WELL AS STAKING REQUIREMENTS. 10" OAK PROM/HENT TREE, DIA. & SPECIES r - (IF REQ D.) PIPE SHALL BE PERFORA IED P. V.C., PERFORA77ONS \ I' �13 DOWN. ALL P. VC. PIPE SHALL BE PER ASThf-D3034 UNLESS 5. THE CON7RACTOR SHALL N077FY THE PROPER INSPECTORS AND B.M. #2 e ELEVA77ON BENCH MARK & NO. SPECIFIED OTHERWISE. SEE 'PROFILE" AND 'DETAILS" ALLOW SUCH 77ME AS IS REQUIRED FOR INSPECRONS. B. SEPTIC TANK do D/S7R/BU710N BOX 6. SAFETY MEASURES DAY-TO-DAY CONTROL OF WORK AND . . . . DIQECTIONOFSURFAGE RUNO� ti \ 9i CONSTRUCTION M�7HODS SHALL BE THE RESPONSIBILITY OF ✓�` .po+ STANDARD MFR., PRECAST REINFORCED CONCRETE CONS77RUC77ON, THE CONTRACTOR. 17 MD AS MANUFACTURED BY SHEA CONCRE7E PRODUCTS OR EQUAL. SET J LEVEL ON STABLE BASE THAT WILL NOT SETTLE,• ALL OPENINGS 7. THE ISSUANCE OF A PERMIT TO CONS7RUCT OR A CER77FICA7E -vS_•- UJATLIR SErvfce SEALED WAIER77GHT. IF SIDE INLET OF SEP77C TANK IS USED OF COMPLIANCE, SHALL NOT BE CONS7RUEO AS A GUARANTEE /b!/ ((V) .Lo -_ EXTEND INLET PIPE TO INLET BAFFLE AT IF OF TANK. THAT 7HE DISPOSAL SYSTEM WILL FUNC77ON SA775FACTORILY. O I00 ` SEE DETAILS BELOW. FT 1(3UFFeR Zoiv6 `O I 8. PROPOSED BUILDING FOUNDA77ON CONRGURA PON.AND LOCA PON CITY O F SALEM ti \II C. LEACH AREA ON THE LOT AS SHOWN SHALL BE VERIFIED AS TO CONFORMANCE �....�N i/AY•SpLESiLTI3ARRIE/e '�(0 r SHALL BE CONS7RUC7FD IN ACCORDANCE WITH LINES, GRADES AND WTH FINAL ARCH17EC77JRAL PLANS AND ZONING BY-LAWS L7 DETAILS SHOWN. ALL TOPSOIL, ORGANIC AND OTHER UNSUITABLE PRIOR TO CONS7RUC770N. \ MA7FRIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON 9. THIS PLAN IS NOT IN7ENDED TO SHOW AN ENGINEERED BUILDING A PLAN" AND "PROFILE". CONCRE7F S7RUCTURES SHALL BE AS FOUNDA77ON DESIGN, WHICH WOULD INCLUDE DETAILS AND FINAL ( _ • I Z 9 , MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. ELEVA77ONS OF F0077NGS, WALLS AND SUBSURFACE DRAINAGE v� O ._ , _ - 4 TO PREVENT INTERIOR FLOODING. SUGGESTED FOUNDA770N BQ D. STONE . DRAINAGE MEASURES AS MAY BE SHOWN' ARE SHOWN ONL Y SO AS TO INDICATE 'THEIR RELA77ONSHIP WITH VARIOUS SETBACKS �`� �•\ p l ti STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS AND WETLAND CR/TER/A. SHOWN IN DETAILS, WASHED FREE OF ALL FOREIGN MATTER PRIOR TO PLACEMENT. BOTTOM OF EXCAVATION SHALL BE 10. LOCA77ONS OF EXIS77NG FEATURES AND U77LI77ES SHOWN ARE BY SCARIFIED PRIOR TO PLACEMENT OF STONE. STTUCTR SHALL BE VERIFIED BY THE CONRACTOR R SURVEY L Q E. SAND do GRAVEL 11. THE CON777ACTOR SHALL N077FY DIG-SAFE" AT 1-800-322-4844 SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTON. 1 ' /V\4 COARSE SAND FREE OF FOREIGN MA 7ERIAL (LDAM, CLA Y, ETC.) WITHNO STONE OVER 12" ANY DIMENSION, COMPACTED IN 12" LAYERS 12. ALL FEATURES AND S7RUC71/RES ARE PROPOSED UNLESS STA7ED BY APPROVED MECHANICAL MEANS OR ALLOWED TO SETTLEIN AS EXISTING.LOT q ; LOT (b PLACEFOR TWELVE (12)) MON7HS OR AS DIRECTED. FILL SHALL 2 MIN. PER INCH OR FASTER HAVE A PERCOLA77ON RA IF OF TWO (( )) { AFTER COMPAC170N ANDIOR SET7ZEMENT IN PLACE. BOTTOM OF ? EXCAVA77ON SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL /3.PLACE FILL AS SHOWN ON PLAN" AND "PROF/LE" This Plan accompany a Notice of Intent filed with the Salem em Conservation Commission and the CL FRAME & COVER /F 3 ` O f o^�0 ACCESS MANHOLE RISER SEE SPEC. B Massachusetts Department of Environmental Protection. \ 0 % t Y p� FULL REQUIRED MORTAR 3" VENr INSPEC770M COVER- BEDS\ •« 'R 2'-0. MIN. (TYP.) FULL M.H. TO GRADE ,f i♦♦ -----�\ IF OVER 2000 GAL. /n All areas of construction are in the 100 foot buffer 4 INLET - + MAX. LIQUID k CAPACITY zone. 34� ♦\ j 14� t�f` LEVELv1•fR�u trr� 4 � OU7LET INVERT PRECAST BAFFLE OR / t PIPE TEE OPEN A r INSPECT TANK !u -TOP (TM.) INLET AND t/ ANUALLY, PUMP OUT OUTLEr A `/% J`•. d/' AS REQUIRED OUTLET TVP 0 e FOUNDATION I \� / /, //���• i 6- DEPTH OF3/4= �1rli 1� 1 L0 ` � ! � � �:' A 1 1/2" STONE EL. 44.0 1 1 / ; - _ V` . TANK WD 77-1 AREA 2 Oe *S.F.' Vah SEPTIC TANK TYPICAL wcrav NOT TO SCALE SEP77C TANK TABLE OF DIMENSIONS \♦ \ \ \ f N CAPACITY (GAL.) q B ' C D E ! f- GN . 0 tt1 \ ° 6CaDF ` ♦ \ \1 _ 1000 8'-1" 5'-1" y ,... -. w r ♦; �'�` �` �' 1500 10'-0" 6=0 �5'-10' 9'-5,. EX13T1N[-+ 6PADE - J I) �OU7ZET (TYP.) 1'-0" MIN. COVER -40 t Rf21ER \♦. ` r h.. _f . \ \ \`, SE B ___ 40_ _ -- � • C; [i`M\ \ \\ �\+sus ------ INLET_ i 2 OUTLET LOADING �lv r� LET �. JL s ,I�cx,ao DESIGN CRI TERIA D1 rIBtmoN fI' �'^_ � '-� P 1 ID ^ , 6" NO. REQ'D BUILDING USE . .S1NOLE. F))"PLY. DWFWN6 . . . . . . . E f3ox r /, at ___ _��_�_'-�-� �H �1�u� Of, 1{' `----- ON�.C!�. NO. OF BEDROOMS EoURL0) . .DESIGN NO. OF PEOPLEEI,GIaTLB) y� L GARAGE ��. �' _ , - ��h__s o 1=s- " DEPTH DESIGN FLOW. . S. S GCP p • TOTAL DA IL Y FLOW . O GALLONS ` y 1 ��` � � ��_` 3/4"-1 1/2" GARBAGE GRINDER - NO .X . YES. . . (INCREASE LEACH AREA BY 509) L. 3K - i SLAS LAR i� �1 C1 M \P } ` \� PLAN SEC170N STONE . . . . . . . . . . . SPECIAL CONDl170NS . . �`• 3E� � • El• 4DO EL 42A j ♦� • \ f?� t, 1 6 - OUTLET D/STR/BUTION BOX NOT TO SCALE DESIGN PERCOLA77ON RA 7E .StX .CIa�. .M11VU7ES PER INCH Q45£MEAIT I00'� =�', - ; I I �� • t LEACH AREA REQUIREMENTS (SQ.FT. GALLON) - BOTTOM b•SIDE P•.6. Et.36.0 �J QE3FRVE QED 1 �\ ♦ \ 1` PRECAST FINISH SURFACE TOTAL AREA READ-LOCAL CODE. �.SQ.FT. - 'TITLE 5 361 .SQ.F \ q ARE4 • _ p J I S/N4 \ p 0� 1! REINFORCED 1 Q� - 'F x --- I I FAMrLY 4 _ CONCRETE zN FILL PROVIDED-TOTAL 381aSQ.FT.-BOTTOM.lk:1 .SQ.FT.-SIDE. Z/.7.SQ.FT. ^_ _ • -S I J DWEL(JN/ \ N • \\ ^ �� A �.\ APIT-SEE NOTE 6 AND/OR 35 35 (�, .N I, T5.1 11 .La O , ,� v FJ INL I/ •� INLET PAVEMENT J �7 Al I FbVNDlOT10N \ 1 �� t`__ __h n � INVERT = d l0' to, J EL.A*z 18" 0 MANHOLE a �y I/8" TO , s� QTR V w i ' R-5< ` \ tl.^ ." ♦ (!/� o\ ,. 0 1/a.. J a _ , LIMIT OF _ STONE �2 �� - I \$L - tr STONE w m (SPEC. D) - '- D.h ..� ` Q CL g . ^ h V A .Ia tF - � o TALACkOi \ / i ♦ \ p` y, \4* y Ci - 3/4' TO 'NJ�° � q`... LOU4 o �#34p26 SEPTIC. \;� EFFECTIVE WIDTH w D' Z Oto 13'-•1 \ 11/2" ao1'1t7M ? / TANK VS \ M•1�� ' 1 rl p' I ' w O r r. STONE q �Co 0°� 90 CG Civ,l aw w Q OFSTONE 1 VENT ! I �/� \ \ \ *♦ �• BOTTOM STONE (SPEC. D) r '�A �\ TFSS/O/5T ENS J� EL•32.9' /MIM IOO.00 � J `1 �I` PLAN EFFECTIVA WIDTH ~ LIQUID CAPACITY EA. NE C�), �tT B E of DIMENSIONS LOCUS MAP SCALE 1" = 2000' NO. OF PITS REO'D Q nz - �� r ♦\�`' 1 M.=p A 8 c SECTION 'B' WG4 ��� ��� �� DEEP LEA IT 13'-0" 4'-z• e'-E" NOT To SCALE P'r, 10w Z0 - - 30 N At �� TO SOIL TEST DA TA C RA TE MlN lN.) DA IE L ��,� (�����0 P- S FIVE 5 9 30 8 NO. DA 7F REVISION BY APPR. � gOTIt9M ` Ilf,(+ V TESTS BY.•E.� .TbWN3ENf�. HSA EL. 89 p_�® JUN 2 1993 W7NESS.• M. FAIR HEALTH AUAJr PROPOSED SUBSURFACE 0 OBSER RATE VA 7701V Pit q-30 81 T-1 3 51-9 two J f, Esc>3 _ QTY OF SALEM SEWAGE DISPOSAL SYSTEM v _ ♦ \ "MALTH DEPT• GRADE EL. 3 •9 .9 GROUND WATER EL. NONE N O AI_E SITE PLAN, PROFILES & DETAILS M \ 5 I TE PLAN \ \1A\1, BOTTOM EL. Z '.q• -2a.91_ LOT 5 !Se-ALE: I " a ZO I. OOE STAKES IIAY BALE 40 2 PER O 11 .. Browu --- 4 : : • ° SIL" • �E _ LINDEN A VENUE EXTENSION u Mf=g SALEM, MASSACHUSETTS CWAM To coares£ r Y,I 11 11 I I 35 SHARP r4 - SA/�jCCAWL �m �Q: =� n =:_il 11 CQ4RSESq 4. A SCH ER PERF 4'0 SCH 40 SOLID PVC TO HEAVY SO1'E ROBERT L BOUCHARD PVC HEADER DESIRED RISER LOCATION OXIDES cbef3tFs (PERF. DOWN) onLEs sort � .' .• � ILO° V ) 4x4 PVC 4. 0 SCH 40 PVC RISER TO rENETRAnoN TocEn1ERFLOW t= TEE' (+) SLOPE 4'-O° ABOVE GRADE 3O ►zc" 'zo" SCALE: AS NOTED DESIGNED BY _ '✓B.S. SCALE la Z�/ HOQIZOI�IT'4l- LEACH 12% 12"x18" DEEP CONCRETE HAY BALENO u _ :. .,o. 6 ANCHOR BELOW GRADE VFR77CAL SCALE. NO6W DA 1E' ✓UNE 1, 1993 CHECKED BY. AREA " SIL TA TION BARRIER _ ..:: I - Z VERt•ICAL VENT DETAIL ELEVATION � , 6 7, 77-S '� HANCOCK SURVEY ASSOCIATES, INC BOTTOM STONE NO SCALE NOT TO SCALE GRADE OBSERVED GROUND WA7ER 0 BOTTOM (NO REFUSAL) 235 NEWBURY S7REET, DANVERS, MA 01923 REFUSAL/LEDGE 7- ObM SHEET 1 OF 1 JOB NO. 3162 Hancock Survey Associates Inc. L�CC �14Cp �[ 4pL^p�1�G�]p44Gpd 235 Newbury Street Route 1 North Danvers Industrial Park DANVERS, MASSACHUSETTS 01923 DATE 6 ZS 73 oe no.13/b (508) 777-3050 (617) 662.9659 (508) 352.7590 (508) 283.2200 nTTEnTi°" RE: TO 61u- ,$ gr=45' HEALTH .46e-� CX14A D- UNDEIV AVE SAL60 82fZD aG' HEfL77'1 54LE'M, MA 01'F70 > WE ARE SENDING YOU 21 Attached ❑ Under separate cover via the following items: ❑ Shop drawings Eor Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION - 1 2S 93 316 Z 7P77c- .JYs7EM L)eslz l AIR Ro6e-A7- 430 uG14#)e)D ,JUN : 0 1993 CITY . u THESE ARE TRANSMITTED as checked below: q/For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submitcopies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS )64W ja.A t -iYD i!E,4 0 Ft p COPY TO 40%PreConsumer Content •10%PoslConsumer Content SIGNED: vxemvTxao es im.c ,am mai. If emlosums am not as noted. kindly notify us at once. HSA HANCOCK SURVEY ASSOCIATES PC 9 #3162 NAY 6 May 24, 1994 CITY OF SALEM. HEALTH DEPT. Salem Board of Health 9 North Street Salem, MA 01970 Attn: Mr. Bill Burke, Health Agent Dear Bill: I hereby certify that the subject system was installed as shown on the enclosed as-built sketch. Please call if you have any questions. V truly yo t INC. VACLAV , TA K aclav r� NAL ENS\ - VVT/was , Enclosure VVT3162 235 Newbury Street•Route 1 North•Danvers,MA 01923•(508)777-3050•(508)352-7590•(508)283-2200•(617)662-9659•FAX(508)774-7816 J e V.JI /C... / l/ //� V •_�l �3/�� HANCOCK SURVEY ASSOCIATES, INC. JOB I/ 235 Newbury Street, Route 1 North SHEET NO. / OF DANVERS, MASSACHUSETTS 01923 (508) 777.3050 (508) 662-9659 CALCULATED BY GUt� M DATE s (508) 352.7590 (508) 283.2200 CHECKED BY DATE SCALE O.Ca4 T/D : . L /DEN .�4V /✓U� SI.C?N SGT S .... HJLU7ft4RN. CpNST 'UCID./� J15I'G.SC �'ST�mr 4O,T. .S L INtF/Z1 �U2JU� k-77 _f/ArvcGc -_ SUP, TES� �1c t .... �'�CS�/UT- �l/�7 �'cf?�l���l✓ .���'Gock ��"cJ�'U.Ef' �«oC,1 .Z-Nc,, EL�Va9Tio�U 4,evAT1ary c�iPri�w . Z7 97,444: OS /� cv7 s.PIKE �N vp -*z 00 . 3 $ �o (37.Bs� HDU.S J/1JUr�T DU?. TlC SEPTI 7�A fa.U7 37,a 8 . b. 13 Ox . I� .. 37,4 S' 37 d f/ 30 `1 130770,1) Df ST:WF. (� ..... --fut., , 19W_. Sht77. 7a4X CITY....oF SALEM c Ce,�C-'s�Ivb /rV 6 lftl IF FMALTH DEPT. PKDDUCT D=5tl A 0 C D E F JOB A6 HANCOCK SURVEY ASSOCIATES, INC. 235 Newbury Street, Route I North SHEET NO. OF DANVERS, MASSACHUSETTS 01923 CALCULATED BY DA (508) 777-3050 (508) 662-9659 TE s L3 (508) 352.7590 (508) 283.2200 CHECKED BY DATE SCALE .......... ...................... .......... ........... ........... 70 ........... ............ ........... ............. .......... ............ CONS FR u C 7, 01V .......... ms .................. .......... 9 ins 00-A .......... ......... VF� l UlZE ........... ............ .......... ........... ..................... ........................ ............. ................ ............. c> 7---46 j ....... ............. ........... ........... .......... ............. ................... ....... ..................... PRODUCT D5 l A 8 C 0 E F �A 4+oirt CITY OF SALEM HEALTH DEPARTMENT Joanne Scott OFFICE OF THE BOARD OF HEALTH M.P.H. ,R.S. ,C.H.O. Salem, Massachusetts 01970 X NINE NORTH STREET HEALTH AGENT Tel;(508)741-1800 Fax:(508)740.9705 BOARD OF HEALTH SALEM MASSACHUSETTS DISPOSAL WORKS CONSTRUCTION PERMIT No.1-94 Permission is hereby granted Hathorne Construction construct (oKor repair()an individual Sewage System at No. Lot 5 Linden Avenue Ext. as shown on the application for Disposal Works Construction Permit No.1-94 Dated 1-93 Date May 16. 1994 Board of Health 's M.P.H. ,R.S. ,C.H.O. Hancock Survey Associates Inc. L IEUTEM OF TERM, UOTTRIL 235 Newbury Street Route 1 North Danvers Industrial Park DANVERS, MASSACHUSETTS 01923 (508) 777-3050 (617) 662-9659 DATE 6 Z/ y3 Da RD3 /6 Z (508) 352-7590 (508) 283-2200 ATTENTION 13/L-1- 8veK6 RE: To �5ALFN Sh6len QF r 1Fi4G7 N &0 L)r Ff A2D 1 A10RD4 _55 07='T L/AIDE(! I4VE- &--Xr ALCM MA n 1 '7 70 > WE ARE SENDING YOU M Attached ❑ Under separate cover via the following items: ❑ Shop drawings M�Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION Z 611153 3)1- Lt,T -- /_1,V06V I -VE- IV Quil L. CITY OF SALEM HEALTH DEPT. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > M"'As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS r t1CLME2 14,2E 7-HE IZEVt56-D PLA A/3 W 1774 TFf 12-80)( AX10 THE S'EPDC 779.Vk 5P l EZ D A-5 14-20 , 774E P)PE fenM 7W6' ) 3U// njA16 77) TN£ ,5E22C 77th[KI, A-5 SNOVsW ON 77iF SC1+-40 PVC 1) Al l nTHit=.Pn RRRF /-PSTN - D-303-1 P. V.0 . P/ EAsx- L6-7- M)=- KNOW /F 7bE AMM- AAIK fJ�5774&S, ,P��cctT-(7c.-LY COPY TO EiLF*316 Z ^) [� 40%Pre-Consumer Content•10%Post-Consumer Gorden SIGNED: ✓/ PMU240 wiz.,a .ae ORII If enclosures are not as noted, kindly notify us at once. Cow 3 � 7 CITY OF SALEM HEALTH DEPARTMENT BOARD OF HEALTH 9 North Street ROBERT E. BLENKHORN Salem, Massachusetts 01970 HEALTH AGENT 508-741-1800 July I, 1993 Mr. Robert Bouchard,Jr. c/o Bouchard &Son, Inc. 110 Jefferson Avenue Salem, MA 01970 Re: Individual Sewage Disposal System, Lot 5 Linden Avenue Ext. Dear Mr. Bouchard: The individual sewage disposal system plan revised on July I, 1993 for your lot#5 on Linden Avenue, prepared by Hancock Survey Associates Inc. is approved. Please inform the contractor you choose to install the system that he must complete the Disposal Works Installers Permit. The permit is on file at this office and the fee has been prepaid. Two inspections of this installation will be required. The first when the excavation for the leaching area is made and a second inspection when construction of the system is completed before backfilling. The Health Department request that you have the design Engineer submit an "as built" plan showing the horizontal and vertical locations of the system components and house foundation. Submit a copy of the revised plan to the Salem Conservation Commission. If you have any questions, please feel free to contact this office. FOR THE BOARD OF HEALTH REPLY TO ROBERT E. BLENKHORN, C.H.O. WILLIAM T. BURKE, III, R.S. HEALTH AGENT SENIOR SANITARIAN REB/mp cc: Building Inspector, Leo Tremblay Conservation Commission, Debra Hurlburt T LEGEND: ELEVA TION BENCH MARKS SPECIFICA TIONS: NO TES: A. PIPE EXISTING PROPOSED © DARNNA77ONAL GEODE770 VER77CAL DATUM OF 1929 IN I. UNLESS SPECIFIED OTHERWISE SYSTEM CONSTRUC7701V SHALL � R E FE 2 E N C.E l IN) TYPE MIN. SLOPE CONFORM TO TITLE 5 OF IHE` STA 1E. ENVIRONMENTAL CODE OR -72--- SURFACE CONTOUR NO. DESCRIP77_ON ELEV. - BU/LD/NG TO SEPTIC TANK 4 SCH. 40 PVC 7�4 LOCAL HEALTH CODE, WHICHEVER /S MORE STRINGENT. Cur SPIKE /N ur/t/TY PIOLCIV7e9o, UP 1.41 43.05 SEE " PLAN OF LAtiIp IA) SALEM , MA, (� EPA RED FOC' SEP77C TANK TO ¢ FVC 1 8 2. ALL WORK ON L/[VES, GRADES AND DETAILS xSHowx To BE DONE DISTRIBUTION BOX / BY A LICENSED DISPOSAL WbRKS INSTALLER . 72.3 71.7 SPOT ELEVA170N cur a"kr Ill/ /try MAPtFp UP 3./' 40 . 85 STUART 0. ABRAMS" PAT'ED SEFr t- 1 914 ( BY 2. � � DlS1RlBU1701V BOX TO 4 PVC 1/8 J. ANY INTENDED REVISION OF PROPOSED ELEVATIONS AND/�OR ® DEEP SOIL OBSERVA7701V TEST HANCeXr, SupIEY /45�G/ATLS11/1C. LEACH AREA HORIZONTAL LOCA TONS, AS SHOWN SHALL BE APPROVED BY THE I J. /N LEACH AREA (IF REQ D) 4 PERF. PVC 1/76 ENGINEER AND HEALTH AGENT bRldR To /MPLEMENTA776N. (a PERCOLATION TEST ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED AND BACKFILLED 4. PROPERTY LINES SHOWN ARE APPROXIMATE. THE ENGINEER SHOULD BE CONSUL TED REGARDING RECORD BEARINGS, DISTANCES 4.- AND ALL JOINTS SHALL BE WATER77GHT. LEACH RELDI�TRENCH AND AREAS AS WELL AS STAKING REQUIREMENIs 10" OAK PROMINENT TREE, DIA. & SPECIES (lF REOD.) PIPE SHALL BE PERFORATED P. V.C., PERFORA770NS DDOWN. ALL P. V.C. PIPE SHALL BE PER AS7R-D.3o.74 UNLESS 5. THE CON7RACTOR SHALL N077FY THE PROPER INSPECTORS AND ClF B.M. #2 © ELEVA77ON BENCH MARK & NO. SPECIFIED OIHERWSE. SEE PROFILE AND DETAILS ' ALLOW SUCH 17ME AS IS:REQUIRED FOR INSPEC710NS. B. SEPTIC TANK dt DISTRIBUTION BOX 6. SAFETY MEASURES DAY-To-DA Y CON7ROL OF WORK AND �• DIQEC710A/OFSt1RFgC6ltVNOAt �'PG STANDARD MFR., PRECAST REINFORCED CONCRETE CONS7RUC770N, THE' COUC770N M�IHODS SHALL BE THE RESPONSIBILITY OF AS MANUFACTURED BY SHEA CONCRETE PRODUCTS OR EQUAL. SET THE' CONTRACTOR. LEVEL ON STABLE BASE THAT WILL NOT SETTLE,' ALL OPENINGS 9 SEALED WATERTIGHT. /F SIDE INLET OF SEPTIC TANK /S USED 7 OEC MPL ANCE SHALL KNOT BE CONS7RUE� AS A GUAR NCTEE wg7rry2 1EQvIGE .� EX7FND INLET PIPE TO INLET BAFFLE AT � OF TANK. THAT THE DISPOSAL SYS7FM WILL FUNC77ON SA77SFACTORILY. O SEE DETAILS BELOW. 0 /00 FT i(3JFFER ZONE CITY O F SALEM C. LEACH AREA 8. PROPOSED BUILDING WN SHA L R VERIFIED ISDN AND LOCA 170N ON THE LOT AS SHOWN SHALL BE VERIFIED AS TO CONFORMANCE SHALL BE CONSTRUCTED /At ACCORDANCE WITH LINES, GRADES AND WTH FINAL ARCHITEC7URAL PLANS AND ZONING BY-LAWS •...N f/AY.QptESItT 64RIC/Eli DETAILS SHOWN. ALL TOPSOIL, ORGANIC AND OTHER UNSUITABLE PRIOR TO CON57RUCRON. MA7FRIAL SHALL BE REMOVED AND REPLACED AS SPECIFIED ON 9. THIS PLAN IS NOT IN7ENDED TO SHOW AN ENGINEERED BUILD/NG "PLAN" AND "PROFILE" CONCRETE S7RUCTURES SHALL BE AS FOUNDA7701V DES/GN, WHICH WOULD INCLUDE DETAILS AND FINAL ' 52. 7-9 . MANUFAC7URED BY SHEA CONCRETE PRODUCTS OR EQUAL. ELEVATIONS OF FOOANGS, WALLS AND SUBSURFACE DRAINAGE - I TO PREVENT INTERIOR FLOODING. SUGGES7ED FOUNDA77ON D. STONE DRAINAGE MEASURES, AS MA Y BE SHOWN, ARE SHOWN ONL Y I STONE USED IN LEACH AREA SHALL BE OF SIZES AND AMOUNTS SO AS TO INDICATE 7HEIR RELA77ONSHIP WITH VARIOUS SE7BAC1.,,S 0 SHOWN IN DETAILS, WASHED FREE OF ALL FOREIGN MATTER AND WETLAND CRITERIA. PRIOR TO PLACEMENT. BOTTOM OF EXCAVATION SHALL BE 10. LOCA 77ONS OF EXIS771VG FEATURES AND_ U77LI77ES SHOWN ARE BY ;O SCARIFIED PRIOR TO PLACEMENT OF STONE. STADIA SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 3IIf E. SAND & GRA 11. THE CONTRACTOR SHALL N077FY DIG-SAFE" AT 1-800-322-4844 SHALL BE COMPOSED OF HARD, DURABLE STONE AND MEDIUM TO AT LEAST,72 HOURS PRIOR TO COMMENCEMENT OF CONS77?UC77ON. COARSE SAND FREE OF FOREIGN MATERIAL (LOAM, CLAY, ETC.) 07TH NO STONE OVER 12" ANY DIMENSION, COMPACTED IN 12 LAYERS 12. ALL FEATURES AND S7RUC7URES ARE PROPOSED UNLESS STA TSD LOT q LOT (� 1 BY APPROVED MECHANICAL RSDILAL MEANS OR ALLOWED TO SETTLE, IN AS EXISTING. HA A PERCOLA77ONF RA TWO PER INCH FASTER AFTER COMPAC77ON AND/OR SETTLEMENT IN PLACE. BOTTOM OF EXCAVA170N SHALL BE SCARIFIED PRIOR TO PLACEMENT OF FILL ZgPLACE FILL AS SHOWN ON "PLAN" AND "PROFILE" /3. This Plan to accompany a Notice of Intent filed .I- �� EDCsEAME & COVER IF with the Salem Conservation Commission and the 30 �� T FULLACCESS MANHOLE RISER SEE SPEC. B Massachusetts Department of Environmental Protection. MORTAR REQUIRED 3" VENT INSPEC77ON COVER- _--_- BEDS 2,-0- MIN. (TYP.) FULL M.H. TO GRADE `♦♦ �� IF OVER 2000 GAL. /4 All areas of construction are in the 100 foot buffer INLET - CAPACITY zone. - 34 � \\ \ :. � MAX. LVW \ ) LEVEL V i�IRON FOOD \` ' U OUTLET INVERT PREPIPECAST BAFFLE OR 7EE OPEN AT (ONO) E$\ /, TOP (TYP.) INLET AND / INSPECT TANK W - OUTLET / ANUALL Y, PUMP OUT / AS REOUIRED OUTLET TVP oir1 I / °' FOVN DqT/ON / i /�j 6" DEPTH OF 3/4- LN'� ' , 1 1/2" STONE "`.., EL. 44.0 TANK WIDTH14-2-0 !� 1 A R15A 72,10$t S.F. I I \ SEPTICTANK TYPICAL 8£Cnav NOT TO SCALE � 1 PIznFC6ED �\ \\\\ ♦\ 'N cEAaTrA(GAL.) A B *TABLE OF DIMENSE NS F G OA 6PADE �1 \♦ _ . Q' . - _ 1000 a -11 5 -1 5 -8 7'-8 4 -U 7 -O 7 -2 �' \ �� -- 1500 10'-0" 6'-0' 5'-10' 9'-5" 4'-O'10'-11-1 ' -EX13T1Nt_a G2ADE N + � ..- �� W Ny NAYI BALE V 40 - Bq RIE2 \ " °�dts��:; \\ ��� - 1`1'ouTZET (TrP) 1'-0" MIN. 00 VER SEE SPEC. B it DESIGN �♦ ��` '� ►2E��••' r--- --� INLET r2' OUIZET LOADING �'• 2 t ��_-"-- 3O INLET J snantoaR0 DESIGN CRI TERIA Dlsrrlt3tmo►! 11 - - �Z ROK '���1���'� X39 i ; 6" NO. REOD BUILDING USE . .SJN4LE. .FAMILY. DWFWNO . . . . . . . GARAGE a• `±�,_�, _36 `---- .ONE(1). NO. OF BEDROOMS. VOuR(.4) . .DESIGN NO. OF PEOPLE EIGlrC8) �� ° t` a6 1,_B. 1=B" 6" DEP 7H N DESIGN FLOW. . •7S.C#r-.P.Q . . TOTAL DAIL Y FLOW .440 GALLONS 13eEaKoclr y ��� - _ ��•�� -� 40 ,3/4"-1 1/2 GARBAGE GRINDER - NO .X . YES . . (INCREASE LEACH AREA BY 509) SLARPLAN H -20 SEC770N EL. 37.6 3Q� • SELF D tL,42A /�� STONE SPECIAL COND177ONS . . . . . . . . . . . . . . . . / i `\ • B - OUTLET DISTRIBUTION BOX NOT TO SCALE DESIGN PERCOLA 77ON RATE .S 1 X.C(a�. .MINUTES PER INCH BASEMEN /00% 1 * • Et.36.0 R63ERVE • ) 1 / `�♦ ♦♦ LEACH AREA REOUIREMEN7S (SO.FT./GALLON) - BOTTOM l•9.SlDE4•.6, / PRECAST =1NISN SURFACE TOTAL AREA READ-LOCAL CODE..3LI .S0.FT. - 777LE 5 3� .SO.FT. Q � AREA • -pQNE / / S/N4LE' \ • REINFORCED/ FAMILY \ "� 2 • TS 1 ) 1 / D1iJ • CONCRETE z_N FILL PROVIDED-TOTAL 38(aS0.FT.-BOTTOM/k7 .SO.FT.-SIDE. Zl.7.SQ.FT. �� at AI I� J / p ii` ` �� PIT-SEE NOTE 6 AND/OR 3aC' lu 3S N I 4 / TOP OF INL /1 `� INLET F Z;1' - S�-�'�� ��Le L. .1 ' • I T.S A' �� A PAVEMENT , o ' Li• W I l0 5 II Ia 1 EF �"I'•0 7i0AI --� r [' . :'- ' TT1 fall""" h u INVERT x IIB" TO t "•. �; a ` .� IB" MANHOLE a i S ' Q 4 �� S' `` 1 1 ♦� ` LIMIT OF _ STONE J 9l H VV. y \4L STONE w m_ (SPEC. D) l v p y in . A `V - LD. 'C' Or ��. h,�,' ' •� �o�' VALLA �� k ! f CKO rn S 4-•-1 1�i �l A O 4" 3 TO SEp'IIC. 1 / �► z i _ o r`. t EFFECTIVE WIDTH J \ 1 Z OvrTaM 40 13 i TANK r•^� � H ZO w :: ^ 11/2" - , _ {1 #�ao- ti I. OFSTONE VENT rrDY' ♦ BOTTOM STONE F r ¢ 1. )7 tis \ \ \ �` A' w O •:.l STONE \Ca ym"7 » l E�.3Z.9 ♦ PLAN : \ I \ (SPEC. D) r a 9 G EFFECTIVE WIDTHLIO ^Ill M1 !WI► IOO.00' \ \ � 1 , NO. O CAPACITY EA. PIT.Ippp.L/11AL`A15 ( t---- -i LOCUS MAP SCALE 1" = 2000' Q \ ♦ 1 No. OF PITS REO`D.IPM4 LI,) , , TABLE of DIMENSION, A I az D, BoX \ ` � J / ►� A B c SECTION uJ a v�P \`` ,'�'� �/ DEEP LEACH PlT Ij'-o" �+ -2" b'-e" NOT To SCALE LFA[-H PIT -�'= Iw Uj �O 3O ' N D `; .t SOIL TEST DA TA PERC RA TE MIN DA 1E. P- 5 FIVE 5 113018A NO. DATEREVISION BY APPR. TTS TESTSBYFt TawAMCN_ > NS4 EL. 25.9 o-®e ElW7NESS.' M. FAIR , NI=AI-MI A6 F, rr PROPOSED SUBSURFACE oA�VA77ON PIT 9-30-81 -r 57-A SEWAGE DISPOSAL SYSTEM GRADE EZ. 3e.9 A 5 1 . PLAGROUND WATER EL NO NE N O K IF SITE PLAN, PROFILES & DETAILS BOTTOM EL. 2 .q 2S.C41 __ LOT ,J r K r WOOD STAKES HAY SALE ,I '7 2 PER SALE T� VENUE EXTENSION G t= -- • • MlAIV1M1 0 11 • • • O"I.aARS6.lA"D • ' RAVRL /.GRAVEL LINDEN A 3°` uM SALEM MASSACHUSETTS ClBAN TO CoAP3C ' _i� 3S SPAY Mfg- SAA-1)1 kr - I 4. 0 SCH 40 'PERF 4"0 SCH 40 SOLID PVC TO COAMSA S PREPARED Fae ROBERT L. BOUCHARD PVC HEADER DESIRED RISER LOCATION HSAVY SDHE (PERF. DOWN) ` Mrc1¢ DALES °utT OXIDES CeenLES 4 x 4 PVC / 4" 0 SCH 40 PVC RISER TO PENETRATION TOOERtER I-Lpll LOW PRP R L E TEE' (+) SLOPE 4'-0" ABOVE GRADE LEACH ° 9° SCALE: III =Z.OI HORIZONTAL. I2"x 12"x I8" DEEP CONCRETE HAY BALE IZD„ Imo" SCALE. AS NOTED DESIGNED BY. _ B•S j AREA ANCHOR BELOW GRADE u0 G.W. NOb.W. __ DATE' CHECKED BY.' ' SILTATION BARRIER JUNE 1, lsss - Z VERTICAL 6" Y-ENT DETAIL ELEVATION /T' VERCAL SCALE 1" = 6 A HANCOCK SURVEY ASSOCIATES, INC BOTTOM STONE NO SCALE NOT TO SCALE GRADE OBSETVED GROUND WATER rt BOTTOM (NO REFUSAL) -- 235 NEWBURY S7REE7, DANVERS, MA 01923 REFUSAL/LEDGE a SHEET 1OF 1 JOB NO. 3162