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10 WYMAN DRIVE (2) 1b wIMYAN G L L I I DESIGN DATA PERCOLATION RATE:8 MIN.ANCH SOIL CLASS:CLASS I DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS 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 2'DEEP x T WIDE LEACH TRENCHES WITH 6 SQ.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SO.FT.16 SQ.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 SQ.FT.LEACHING AREA SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS x 2=880 GALLONS) PT2 O� (� SEPTIC TANK PROVIDED:1500 GALLON SEPTIC TANK BENCHMARK:SPIKE IN TREE 2't TP2 ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) TPI / 00 N/F LEWANDOWSKI PT1 / I p N/F PALM RECON GRAVITY WALL SPECIAL DESIGN NOTE TOP ELEV.109.50 STEPWALL WITH SLOPE THIS DESIGN UTILIZES THE"&J'LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF OV3'- - S62°38'20"E PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. J4'CHAIN LINK OR 180.00, STOCKADE FENCE T -� -%AARE�A - - T VENT 10 WYMAN DRIVE PERCOLATION TEST40MIL.IMPERVIOUSA,...SESSORS MAP 2 LOT 37 DATE: 8-23-06 BARRIER "45 56'HOLE# PT1 PT2110'45 �� '"C"LAYER "0"LAYER __ _ELEV.OF PERC 104.05 105.97 -- -- - / 1g�000 S�F� DEPTH OF PERC. 31"/19" 20"/16" _ }� 1 -------------- RESERVE ---------J TP3 I (------- START PRE SOAK 10:19 10:42 104 END PRE SOAK 10:34 10:57f TIME @ 12" 10:34 10:57 I 1 1 110"70 I „0'70 f.� TIME @ 9" 10:45 11:12 1 1 / `U TIME @6„ 11:02 11:35 v r-- ----------------------------------------------- TIME ------ --------------------------- TIME(9"-6") 17 MINUTES 23 MINUTES 1 1 L� ___ ___ -_RESERVE AREA , RATE MIN./INCH 6 MIN.ANCH 8 MIN.ANCH 106 r� _ _ _ / PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. / / AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. I I DISTRIBUTION BOX/ / r, LIMIT OF SAND 1 (SEE CONST.NOTE#3) GENERAL NOTES 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. I / / �, / / N/F WEITING 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS. 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM / I I I 11& HEALTH AGENT. iG 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). 1 L - J 112 5. THERE ARE NO WELLS LESS THAN 112 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 6. THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET N/F SWENBECK O �t 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 11 PROPOSED FOUR / - w r \ BEDROOM HOUSE / WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH � � N / \ SILL ELEV. 120A0 RESPECT TOFUTURE SYSTEM FUNCTIONING. Q �� C.F.ELEV.112.00 116 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. �- \ 77r I 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#7159B,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. titi / o o PROPOSED \ < 10.5' - 24'x 24'GARAGE CONSTRUCTION NOTES e � FLOOR ELEV. 118.00 � 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, I MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS / - 144' \ \ 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 RESTRICTIVE PROVISION SHALL APPLY. O O 1500 GALLON w 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATIICN THAT CONSTRUCTION �' O ' SEPTIC TANK COMPLIES WITH THIS DESIGN PLAN, N 00 \ 84.3'-- 3. TOPSOIL,SUBSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE A 8 FILL HORIZONS ,••� Tal \ ONLY,SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL ABSORPTION SYSTEM AND REPLACEDt- I WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, Ij \ 1995.TOP OF SAND SHALL BE AT THE SAME ELEVATION AS THE TOP OF 1/8"TO 3/8"DOUBLE WASHED STONE. , \ \ / 15, 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS I r�- ;`•,� ;_ :•;;:;:; ,• \ 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. - "-.4 PROPOSED •• � •• ••�••••••• ••••• \ 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GROPED AS DRIVEWAY ~`• •• •• •••• •••••••••••••• - SHOWN AND TOPPED WITH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL OQ ;, ;•,•,•,•, ,•;,•:;,•,•:.:•. \ PROPOSED WELL w .:'.PROPOSED'.:'.'.'.'.'.'.'.'. :'.'.':.':.'.::'�:.`._.................. SHALL REMAIN ON SITE. / 'tel / •• •• 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. ::. DRIVEWAY .'.. .'.'.'. .'.': CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. I ...... . •• ••••••• ••. •••• •• 8. BENCHMARK:SPIKE IN TREE 2't ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) "••18O.D0.`••"""'•" "•'•""••'•••••••••• 9. FILL UNDER THE SEPTIC TANK 8 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. 1 ...................................... 11. 11. INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 200. SEWAGE FLOW,INCLUDING GRAY I ::;.V'.:'.:';:'::::::::::::::::'::;.•;;::; I Q WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM. I \ I 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE •:. COMPACT BASE. r• 12O .•• I 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED _ EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. \ ............ WYMAN DRIVE SOIL LOG I TOP ELEV. 102.59 ESH-IGW 98.09 TPl DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING `T I 0"-38' FILL VARIES VARIES O00 38"-54" Bw SL 2.5Y 4/4 @54' 54'-86' C GS 5Y 4/4 10Y'R 518 REFUSAL @ 86" 5Y 4/2 TOP ELEV. 105.44 ESIIGW 101.11 TP2 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIES 29'-52• Bw SL 2.5Y414 aQ52- LEGEND -11AOF,19gss� SEWAGE DISPOSAL SYSTEM 52"-80" c GS 5Y 4/4 10Y'R 5/8 ,o'� o�� °yam 10 WYMAN DRIVE, SALEM, MA Q. BENJAMIN C. � ASSESSORS MAP 2 REFUSAL @ 80' SW 4l2 �' � a' PROPOSED GRADE sa o OSGOOO,JR . , LOT 37 CIVIL EXISTING GRADE _ _ _ _ _ _ _ _ kQ,as891 PREPARED FOR JOHN LEARY TOP ELEV, 110.14 ESIHGW 107.31 ^ - - - - - - �SMR„� 40 MIL IMPERVIOUS BARRIER � E015T N �`' �b 137 HIGHHSTREET "P 3 LE v DANVERS,MA 01923 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOW MROAD FENCE I SCALE: V = 10' OCTOBER 23, 2006 0'-12• A SL 10YR 3/3 \ WlI mDR RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES, INC. 12"-34' Bw SL 10YR 5/8 f934• L yam. 12-22-06 1600 OSGOOD STREET 3SAL c GS 5Y 414 15Y 412 \� \ s�� PROPOSED SPOT GRADES 99'99 BUILDING 20, SUITE 2-64 REFUSAL @64- SW 4/2 D�'ODe,Po STr.,t\ TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR., PERCOLATION TEST -�- PH:(978) 686-1768 FAX: (978)327-6138 AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. I CERTIFY THAT IN NOVEMBER 1995 1 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF DRAWN BY: SHEET#: CHECKED Jr..ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY HE CONSISTENT WITH THE S,N B 1 Of 2 B.C.O. Jr. REQUIRED TRAININ9,EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. - \ 10, 0 10' 20' 30' FILE#: DESIGN BY: DATE ? C LOCUS MAP NOT TO SCALE 1266 -12-22-06 B.C.O. Jr". v 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 COVER. SYSTEM PROFILE COVER TOP OF SAND 2"OF 1/6"-112" 11 SILL ELEV.. 120.00 20"DIA.RISERS TO WITHIN SCALE: 1"=20' HOR.; 1"=2'VERT. (SEE CONST..NOTE ND DOUBLE WASHED STONE 6"OF FINISH GRADE OVER TOP OF WALL ALL OPENINGS ELEV. 109.50 2%SLOPE f- \\ /\%4'LOAM COVER// ///\//\G / / / \% \ \ \\ \j\ \ \\\\\ 118 CLEAN NATIVE BACKFILL ^ 1 1 9"MIN. 36"M(TM COVER PJ 28"0.F 314"TO 1-1/2' - TOP DOUBLE WASHED STONE 116 TRENCH 'S RESERVE ENCH •d RESERVE \ I� I 28 vZ v� AREA .. 24 1-J fJ AREA .-� MAGNETIC MARKING TAPE(TYP.) RECON GRAVITY 115 - 45"BLOCK WALL DETAIL 114 �5� 2' 2' . 2' . . 2 ..777 7 2 2 .2 -►� FOUNDATION NOT TO SCALE 4 BL C li ti INVERT ELEV.114.50 I 10' 5 11 DISTRIBUTION BOX 4"SCH 40 PVC '1 INLET ELEV. 109.17:OUTLET ELEV. 109.00 RETAINING WALL NOTES: S=0.02 ,. BREAKOUT ELEV. 109.45 1. CONCRETE UNITS TO BE RECON BLOCKS AS MANUFACTURED BY 4S°BLOCK 10 OF 1/8 TO 1/2 DOUBLE WASHED STONE 1 2" SHEA CONCRETE PRODUCTS. oma• � ' . .. 112 " VENT / 2. FOR INSTALLATION GUIDANCE AND TRAINING,PLEASE CONTACT 10'-8"MAX. ' 58 C S=0 005 r 1 'OF 4"SCH,40 PERF,.P.V. FINISH. / SHEA CONCRETE PRODUCTS 800-696-7432. 3. FOR BLOCK SPECIFICATIONS,PLEASE CONTACT RECON WALL - 111 DOUBLE SHED STONE GRADE . .,. .. .�� ... . ,. �: . .. •... 28"OF 3/4"TO 1-1/2„ SYSTEMS,(612)374.1113 45"BLOCK -.rt ` LE A I -.oma LIMIT OF SAND (SEE CONST.NOTE#3) 1 1 36"MAX. 45" BLOCK COVER EXISTING - - GRADE 40 MIL IMPERVIOUS BARRIER (� 1500 GALLON / EXISTING 109 SEPTIC TANK TOP ELEV. 109.45 � GRADE BOTTOM ELEV.99.45 OUTLET ELEV. 114.060 b. INLET ELEV. =a � 10" 45" PVC 7 BASE BLOCK 6 ` (SLOPE R DRAIN) 108 4"SCH SO012 \ EG. IN�10895 TRENCH END DETAIL N� ,e _ END INV, 108 SCALE: 1"=2' 107 - Imo-5T J �b OC ^tJ 6"DEEP x 57"WIDE 106 - \ ' `' `', / BOTTOM OF TRENCH GRANULAR LEVELING PAD ELEV. 106.66 105 104 103qb- 2"OF 1/8"-3/8" .: .. ... - DOUBLE WASHED STONE 1 02 ESHGW ELEV. : 102.66(TP2) 28"OF3/4"TO1-1/2" :. - TO ADJUSTEDFORSLOPE 4' SCH.40 PERF.PVC DOUBLE WASHED STONE 12"MINIMUM EARTH COVER . S-0.005-\ ' 101 //\// \ \////\/\/O/\ /y\\i\ \\n\i\\i\\i \ \\/\ \\/\\ \ \ \ \ / %/ / \ / / / / / / , THE ELEVATION OF THE BOTTOM OF SAND IS TAKEN FROM THE ` \ CLEAN NATIVE BACKFILL 100 TEST IT THAT IS CLOSEST TO THE PROPOS SO LIMIT OF SAND 15, .. - - .- - -. --_-__;. ..h. _- .�...-�.,_ ,-..,_K.T ._ ___ AREA. ACTUAL ELEVATION OF THE BOTTOM OF THEOR ION (SEE CONST. NOTE#3) EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY, �. - , ... , x� --a, '• " ` � : .. AND SHALL BE ADJUSTED AS NECESSARY DURING __Jc �h�t✓^�, :J o,J� . CONSTRUCTION of J o� sb oQ.o, _ 5� ?jvc �j oi �J � so .30 24 O _ 5' ' MARKING TAPE 4 SCH.40 PVC TEERISER 2 ' .. 4 SCH.40 PVC ( REQUIRED) .. : .. , SCH 40 PVC TEE .: .. .. _- DIA.OUTLET 51, TRENCH SECTION DETAIL 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 SCALE: 1"=2' SHEA MODEL B-6DB OR APPROVED EQUAL - 10'-6" SCH.40 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 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" ' 4"INLET INV.1141.05 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-/ 14" 12"MAX. D I 5-8 SCH.40 PVC TEE -� 12"MAX. 90°Li - C 5,$„ ELBOWS PROPOSED SUBSURFACE 4--7• SEE TANK 4'-0" GAS BAFFLE-/ O SH OF y43 G SEWAGE DISPOSAL SYSTEM NOTE#2 A'-0" TEE 10 WYMAN DRIVE, SALEM, MA SCH.40 PVC TEES 3" ��°' BENJAMIN C. ASSESSORS MAP 2 LOT 37 MAGNETIC MARKING TAPE OSG I IL JR. 1i ' 4" NO.I4sag j� y / PREPARED FOR - � 1 JOHN O'LEARY 45° moo` PFe �>a 137 HIGH STREET ELBOWS nxpLEN �b DANVERS,MA 01923 6 OF COMPACTED3/4"CRUSHED STONE 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 BUILDING 20, SUITE 2-64 TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. lk (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 -12-22-06 B.C.O. Jr,. 02/13/2009 11:35 9783528236 C M ROLLINS CO INC PAGE 01/01 CHARLES My JOOLLENS CU, INC• W ELL D R ILLING CONTRACTORS February 13,2009 RECORD QE WELL The following requested information pertains to the watet well drilled by our company at 10 Wyman Drive,Salem,MA. WELT": DATE WELL.DRILLING WAS COMPI.PTLD: APRTL 10,2008 J, x. DT,--.PTH OF WELL: 405 feet DEPTH TO ROCK: 31 feet DEPTH PIPE SET: 41 feet WATER LEvm.: 55 feet GALLONS PER MINUTE: 150 g.p.m. I trust this is the infOrmadOn you were looking for. Please contact our office if you have any further questions. Sincerely, tnnifer Rollins 129 Db'r,oT ROM), BoxFcv), MA 01921 978/887 2320 6 FAx 978/392.8236 -Thorstensen Laboratory, Inc: 66 Lilllelou Rond,Westford MA 01886 978.692-8395 I-8011 49-TFST FAX 979.692-0023 Report Nmnher: Al 11609 Report Date: October v,2108 Client: Sample Taken At: John O'Leary 10 Wyman Ar 13'/Pott Avc Salon MA Salem MA U1970 Sample Takes By: C.M.Rollins Or%: 7/I6/U8 (•.giflr�ta of Mnl�sie TTSTPARAMRTRR CPA MAX RrStlla'S UNI'IS I'mal Coliform(13) 0 0 pm I OOm) AnLimoriy 0.006 ..0.001 mPlL Arsrnic(P) 0.01 X002 mg/L Barium 2.0 11.1126 mg/L beryllium 0.004 '.0.001 mg/L Cadinhan 0.00 =:0.0005 mg/l. Calciwn .Not Slice. 128 mg/r. Chrniniunn 0.1 .::O.OI mg/r. Copper(S) 1.3 °:0.02 mg/L 11.3 0.27 mg/L Lca d(P) 0.015(S) .:A1.1I111 mg/L Lea Magnesium Not Spcc. 76.7 Trig/I. Mrmgeneae(S) 0.05 80.27 mg/J- Msmany 11.002 -:0.0002 mg/L Srlenilnn 0.05 4.001 mgfL Solium See Note 26.6 mg/L Thallium 0.002 1:11.001 mg/L Alkalini.rS Nut Spec. 70 mg/L (•.) Not Spw. •:(1.03 mg/L AAmmoniaa 250 k 203 nig/L Chloride(S) /L 6, Chlorine Not Sp� ¢(1.0(12 „sColl Color(S) 1120 urnhus/cin Conductivity Not Spec. /l. ' CyanTrig/l, 0.2 .,:O.OI mb/I. , rlolnide(S) 4.0 0.1 8l Hutdnuss Not Slrec. 430 n8/ 0mg/L Nitmtcs(as N)(P) 10 Nitrites(as N)(I') I '"00.0.0 5 mm 6.5-8.5 7.5 Su pH(S) 3 1 TUN Odor(S) 250 32') mg/L Sulphates(S) Not Spix„ 2.4 N1 U Turbidity Total Dissolved Solids(S)Soo 8728 mg/L Sediment pos/neg Tut; Legends: (I')=Primary FPA Sumd,lyd,(Sr imrinckry{on 1 Stall a Noted,' ExceedsdAdvisory'Limit TNTC=Too Numerous to Count,'— 8n. Sodium Advisory Limits,Mass.=20,NEI=250. I his water sample as submitted is considacxl SAFE to drink n<zording L,rPAIFI IA guidelines. However,one or more parameters exceeds secondary limits as dcnoleal by the4 si'g, .!!-/ Michael.R Carlson,tirr TThorstenscn Uaboratory Inc. Thorstensen Laboratory, Inc. 66 Ltnlcien Rand,Wcaifurd MA 01886 978-(J)2-8395 1-800.649-MST FAX 978-693-0023 Report Number: A111609 Report Date: 7/2.1/08 .John OTeary 10 Wyman Dr 137 Port Ave Salcm,MA Salem MA 01970 Date Sampled: 7/16/08 Sampled by: CM Rollins Staff V(1C unn M AMrfilt MCI• U,$M.T PARAMETER. MCT, ItFSTA..T Benzene 5.0 ND 1,1,2,2-Tetracltloroedmne - ND Carbon Tetnicllloride 5.0 ND 1,3-Dichloropropane - ND I,1-Dichluroethylcnc 7.0 ND CLlururnwhanc - ND I?-Dichloroethane S.o ND Rromnmethane - ND p-llichloruenzene 5.0 ND 1,2,3-Trichloopropane - ND Trichlurocthylcne 5.0 ND 1,1,1,2-Tctraehlurocthane -- ND 1,1,1-Trichloroethane 200, ND Chloroethane - ND Vinyl Chloride 2.0 ND 2,2-Dichlorepropane ND Monochlorobcnzenc 100. ND o-Chlorotoluene -- ND ortho-Dichloroberinue G00. WD p-Chlnmtoluene - ND trans-1,2-Dichlorcethyleue 100. NO Bromobelzene - NI) cis-1,2-Dichlorocthylene 70.0 ND 1,3-Dichluropropene ND 1,24hchloropropane 5.0 ND 1,2,4-Trimethylben7ene. ND Ethylbenzene 700, NO 12,3-Trichloroben7ene _ ND styrene 100. ND u-Propylbenzeae ND Tctrdehlonxthylenc 5.0 ND n-Butylbenzene Nll' Toluene 1000. ND Naphthalene ND Xylencs(I'utal) 10000, NI) 11exachlorobutadiene ND Dichloromethane 5.0 ND 1,3,5-Trimethylbenzene NI) 12,421richlorobenzene 70.0 ND p-Tsopropyltoluene ND 1,1,2-Trichloroethime 5,0 ND lsopropylbenzene - ND Chloroform -- ND t-Butylbenzene - NI) Bromodichloromethane -- _ ND soc-Bulylbe=ne - NI) Chlorodibr•omomethane - ND FluoroTrichlorumcthanc ND Brolnoform ND Dicblorodiflunromethane ND m-Dichlorobenzenc ND Bromochloromethane - ND Dibromomethane _ ND *McthylTcrtiaryButylEthcr 1 l,l-Dichlorupropene NI) 1,1 Dichloroethane _ ND %Recovery of Internal Standards: ND--None Deteeted 4-Brumufluurubenzenc IU4 MCL=M:utiimrm(bntamination Lew] -Dichlorobervene-d III Resrdts are iii ua/L ;tch TBE(optiu 1) Detection IJn1h: 0..9 ne/T. W e (mac ll�z ael p.Lal!son. for Thomtensen Laborutory Inc. HUV. VYLV VJ av +. + - -------- 4AB P When quality and accuracy are critical. ANALYTICAL REPORT +. v .`OVEN 041 Michael Carlson 'L'horstensen Laboratory,Tnc. 66 Littleton Road Westford, MA 01886 Tear Michael: July 29,2008 Plcase lind enclosed results for one(1)sample,project Ref: Rollins, EM Lab P&K Job#444385,which you submitted for ashestos analysis by Transmission Electron Microscopy(TEM). The results according to the T TSRPA Phase 11 Primary and Secondary Drinkirg Water Rebulatimms EPA Mcthnd 100.2(fibers longer than 10 microns)are listed under column A. ("<"is equal to the value of the detection limit) A Date&'Time Date&Time SAMPLE.TD (million fillers/fiterl Filtered Anxlyced 10 Wyman Dr. •0.195 07/17/08; 11:58 07/28/08; 11:$5 The final Nfaximum Contaminant Level(3oal(MCL(;)and Maximum Contaminant level(MCL.)for asbestos in water is 7.0 million fihers/liter. F.MTah P&K Billerica is accredited by NYUAP(#10838)and the Commonwealth of Massachuscus(HM-MA038)for asbestos analysis of water samples. The test results in this report meet all NELAP requirements frtr parameters for which accreditation is required or available.Any exceptions to NLLAP requirements are noted above. EM Lab P&K is not responsible for incorrect sampling procedures since these water samples were not collected by our Lab perstmncl. EMLab MK is only responsible for the analysis and reporting ol'submitled samples. Accreditation in no way constitutes or implies product certification,approval,or endorsement byNELAP. This report relates only to the specific satnples tested herein. 'rhe enclosed report shall not be reproduced except in full,without the written approval of LMLab Y&K. Should you have further questions,or need additional infbrmaticm,please I'cel I ice to contact Client Services or me any time. " ee Cemnicr In(J'Mr^I�,K,/•`�, Lah Mane Sbger Page 1 of 5 Speii.tlly MirfOSCohy 5ei'1re' 1 148 Kangfwdy ltd.,N.Oillfrirw,MA 0180 1 Toll rre.e:noo.o'51.8011 Phone 978.667.1400 Fjx.978A67.7871 1 wwwxmktbpk.cUm Page: 1 AEROTECB PAK BILLERICA ASBESTOS BY TEM (INDIVIDUAL SAMPLE, LEVEL I OR II) (COPYRIGHT (C) 1998 BY APK VER 6. 3 SEPT 98) :LIENT: Thorstensen Labortory CONTACT PERSON: Michael Carlson 3AMPLF.: 10 Wyman Dr. TYPE: Water PROJECT#: Rollins ----------------- TYPE: MCE ACTIVE DIAMETER (mm) : 22. 14 VOLUME FILTERED (LITERS) : 0. 0200 GRID TYPE: 200 FINDER OPENING AREA (mm-2) : 0. 00896 MICROSCOPE USED: PHILIPS EM 300 ACCELERATING VOLTAGE (kv) : 80 BEAM CURRENT (UA) : 40 MAGNIFICATION: 181000 TOTAL AREA EXAMINED: 0. 09856 (MMA 2) , GRIDS EVALUATED ACCORDING TO AHERA PROTOCOL: Y ANALYZED BY: Aimee Cormier DATE: 07128108 APK JOB NO: 444385 ------------------------------------------------------------------------------- CNDIVIDUAL STRUCTURE DATA RECORD KEY TO ABBREVIATIONS: F FIBER NA NON-ASBESTOS MINERAL X FIBER INTERSECTING GRID AS AMBIGUOUS MINERAL B BUNDLE ST STRONG SHED PATTERN M MATRIX FV FAINT OR VANISHING SAED PATTERN C CLUSTER NP NO PATTERN (FOLLOWING ATTEMPT) CH CHRYSOTILE ASBESTOS NX NO PATTERN (NO ATTEMPT) AM AMOSITE ASBESTOS PA PATTERN AMBIGUOUS CR CROCIDOLITE ASBESTOS TA TREMOLITE-ACTINOLITE ASBESTOS AN ANTHOPHYLLITE ASBESTOS 0X PROFILE. ELEMENTS ARE GIVEN AS NA-MG-SI-CA-FE -------------------------'-----------`------------------------------------------ 3AMPLE #: 10 Wyman Dr. APK #: 444385. 01 IOLUME FILTERED (LITERS) : 0. 0200 TOTAL AREA EXAMINED: 0. 09856 (MM" ------------------------------------------------------------------------------- ;RD OBJ OBJ LEN WID RATIO THK MIN SAED MASS EDX LEN LEN Po. No. TYP um uM LIW uM ID QUAL PG PROFILE <5 >=5 --- --- --- ------ ----- ----- ----- --- ---- --------- --------------- --- --- 3EGIN GRID OPENING NO. 01 LOCATED: 1-01 3EGIN GRID OPENING N0: 02 LOCATED: 1-PZ 3EGIN GRID OPENING NO. 03 LOCATED: l -Q1 3EGIN GRID OPENING NO. 64 LOCATED: 1-R1 3EGIN GRID OPENING NO. 05 LOCATED: 2-G6 3EGIN GRID OPENING NO. 06 LOCATED: 2-H6 3EGIN GRID OPENING NO. 07 LOCATED: 2-16 3EGIN GRID OPENING NO. 08 LOCATED: 2-J6 3EGIN GRID OPENING NO. 09 LOCATED: 3-V6 3EGIN GRID OPENING NO. 10 LOCATED: 3-W6 3EGIN GRID OPENING NO. 11 LOCATED: 3-X6 SLATE #: TOTAL 0 0 ;OMMENTS: 1304-j4, j6, j8 Page 3 of 5 ----- - - ----- --- -- ................ n +av c.vvv ivvv Page: 2 AEROTECH P6R BILLERICA ASBESTOS ANALYSIS BY TRANSMISSION ELECTRON MICROSCOPY (TEM) (COPYRIGHT (C) 1998 BY APR - VER 6. 3 SEPT 98) 'LIENT: Thorstensen Labortory CONTACT PERSON: Michael Carlson 'AMPLE: 10 Wyman Dr. TYPE: Water PROJECT#: Rollins ------------------------------------------------------------------------------- [ ASBESTOS CONCENTRATION A) TOTAL ASBESTOS COUNT = 0. 0000 STRUCTURES/cc ( = 0. 00 STR/LIT) B) TOTAL ASBESTOS COUNT= 0. 00 STRUCTURES/SQUARE MILLIMETER [I ASBESTOS CHARACTERISTICS A) CHRYSOTILE: NONE OBSERVED B) AMPHIBOLES: NONE OBSERVED . [II COUNTING DATA A) TOTAL GRID OPENINGS EXAMINED = I1 B) TOTAL STRUCTURES . INVESTIGATED = 0 C) TOTAL ASBESTOS CONTAINING STRUCTURES OBSERVED= 0 NO.CHRYSOTILE .FIBERS = 0 NO.CHRYSOTILE BUNDLES,CLUSTERS,MATRIX STRUCTURES = 0 NO.AMPHIBOLE FIBERS = 0 NO.AMPHIBOLE BUNDLES,CLUSTERS,MATRIX STRUCTURES .= 0 D) TOTAL NON-ASBESTOS STRUCTURES INVESTIGATED = 0 E) ANALYTICAL SENSITIVITY (ESTIMATED NOT TO EXCEED) : 195. 30544 STRUCTURE/cc [V FILTER LOADING DATA A) TOTAL ASBESTOS MASS (VOL) = 0. 0000 PICOGRAMS PER LITER(=nanogram1M^3) B) TOTAL ASBESTOS MASS (AREA) = 0. 0000 PICOGRAMS PER MM-2 C) TOTAL ASBESTOS COUNT = 0. 00 STRUCTURES PER MM-2 D) TOTAL PARTICLES INVESTIGATED = 0. 00 STRUCTURES PER MM-2 E) ASBESTOS LIMIT (ESTIMATED NOT TO EXCEED) : 10.15 STRUCTURES/MM"2 /r RESPECTFULLY SUBMITTED:�`�y DATE: ?19fldg Page 4 of 5 z° Town of North Reading 1713 Massachusetts Board of Health Number Fee ti 34-08 $50. 00 COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH rN0RTH-READING,44A—. a This is to Certify that DEANDYNAN 2 SUNTAUG ST LYNNMD MA G`. " IS HEREBY GRANTED A "DISPOSAL WORKS INSTALLER' S PERMIT" to CONSTRUCT, ALTER, INSTALL, or REPAIR, Individual Sewage Disposal Systems This permit is granted in conformity with the State Sanitary Code Title V, Regulation 2 . 2, and expires December 31, 2008 unless sooner suspended or revoked. Introduction of Acids, Bases, Degreasers, Solvents or Hydro- carbons into the ground via Individual Sewage Disposal System will be considered cause for suspension, or revocation of license. Martin Fair, R.S. Agent Board of Health CERTIFICATES OF COMPLIANCE will NOT be issued until they have been signed by the Installer .az 235 North Street,North Reading,MA 01864...978!684.6042—FAX 9781664-1713 64 MER - THE COMMONWi--s_: EA`TH pF MA 04 O goazd of Huth v+ G. AME w, Q 7 This is to Certify that MIT" T O r �� nooaeS�ORKS 1NgTALt:ER'S PER R EPA1R, M7E0 A1,01SPOS IN$TALLor 15 HEREBY GRACONSTRUCr, AL osalSystems Individu�Sewage pisp Code Title V>Regn ulatio uraental 110 orrtdtY with the State Env end or Tevoked• ted in conf onar cusp t is gran O lf unless so This Perna bev 31,20 r�J Board expues Ijecem of 2.2,and 20 0-7 -�� gealth x�VJ HaeeS e.WnxaH•— FORM 1258 o 00- 0 The SSgCHvS The Commonwealth of Massachusetts Board of Health of the Town of Boxford Number 17-08 Fee $1.00.00 This is to certify that JON WHYMAN J. WHYMAN CONSTRUCTION 451 BROADWAY LYNNFIELD, MA 01940 IS HEREBY GRANTED A "DISPOSAL WORKS INSTALLER'S PERMIT" TO CONSTRUCT, ALTER,INSTALL OR REPAIR. Individual Sewage Disposal Systems This permit is.issued in conformity with the State Environmental Code Title V, Regulation 2.2, and expires December 31, 2008 unless sooner suspended or revoked. Permit No: 17-08 Issued: 01-01-2008 Permit expires: 12-31-2008 Vn,01Quarles Director of Public Health Town of Boxford Commonwealth of Massachusetts oy6�se ,,.14004. ,. .North Andover x Board of Health 1600 OSGOOD STREET aa- 3jKwuse< BUH DING 20; SUITE 2-36 NORTH ANDOVER,MA 01845 DATE PRINTED: 12/12/2007 ESTABLISHMENT NAME: Jon Whyman File Number:.BHF-2003-000040 16 Apple Hill Lane LYNNFIELD MA 01940 -LOCATED AT: NORTH ANDOVER, MA 01845 Permit Type Permit No. Permit Issued Permit Expires Fee-Restrictions I Notes Septic Disposal BHP-2007-0766 Jan 1,2008Dec 31,2008 $80.00 Works Installer Total Fees:t $80.00 PERMIT EXPIRES December 31;2008 Board of Health _ 9 - Page 432 of 499 NUMBER FEE 0811 $100 niF COMMON WEALTH of MAssACHOSF'rrs Town of Middleton This is to Certify that (name)Jon C. Whyman/Whyman Corporation (Address)451 Broadway,Lynnfield,MA 01940 IS HEREBY GRANTED A PERMIT For construction, alteration, installation or repair of individual sewage disposal systems. This license is granted in conformity with the Statutes and ordinances relating thereto, and expires December 31,2008 unless sooner suspended or revoked. 2009-. At \I M-111 f' rZ^w;::..s. �J��'Iim.. mOa Sw•. •� •i di�i m®n J -- I.°./�r.:i +1w,„lww s, ;t'r:N�Ii, -- m0 !Os Jd Vie.. m"!,m•�I t'�;,/� � . �� • Sia`x'i ;:?��irrmr rmwr.,g ! I .!i"ii lx- "sw1u.0 l�� 0�:`�ir�ann mg,aap ,• •..�.n. w.+.� m♦ ♦ ..si v`s..�nu �.w a1!. / `J•IiC.,,...mavu�S'h�l�Q rc �,.��,oanuse.oaf!„C4;i� `•rr a'vv <n�r �♦ `�: �ti.�a�u�n,m ► r�/ .r. II I11A111 '� , J I, IILNILLI' Nm /r� �•J I1:0 ./Y i wr. w'W�Iu� n� / ® ♦ ®1((' 111r�i.� = i%((Gluk 111�P -=��1�%�,-�,�,• lvimr. ',r Town 1 Wilmington .ri1 * EEEE ''' Board of Healdi 121 Glen Road Wilmington, Massachusetts 0 1887 ////.•feii ton 1...”_ a �rr f,1111,1 I Permit: Installer Permit Number: 84107 Jon VvThyman all ' C •.. 46 4 l9ele�' Rick �ssws u•::::. . � Jain s Fic C"iello, D.D.S., Board Member ry RenewalEffective Date: January 1, 2008 1111`�►. Expires: December 31, 2008 014 �: �.�--�1� ►�=_ =-q ttr—.frt►��= --" its.- meq/►?'==—��if ''�`°. !�. ✓Pi .�i11,.�.11�Fiii!`.I�;.�1►� - `�i�� .^� :/lam . -�.�1 , ,.,1 ,�`�j �--� 1 ►. Ji=,� '�¢ iv=w1 Il:blf lf� �nmm� 1S is v OR Ar��{{i To�.t Ii Ir`:;7J°"'•amu lni :u��t i �1�y\. ��'%:S� n. : iI•M�i �I -.� w•x``m. l�nr./ .I ery. ♦row= �r� „� r / s �i� �� ifu✓ :.. C�'`= � ✓ . . whn�� a� J "':.Je"{/� � I wnN`�•. i�•r .=a'- t! °` _ � , �$"o /9�// dSh� � ✓�a""Jy� :'�''� � ... "� %� ,�/ �v}/_'�h�-. .��` ..}� ' j:� �;��•lS,�` % \,www `��\�f NEw ENGLANDENGENEERING S ERVICFS, INC. 1600 Osgood Street Building 20 Suite 2-64 North Andover, MA 01843 TO: (978) 686-1768 • Fax: (978) 327-6138 December 27, 2006 Mr. Martin Fair North Reading Board of Health 235 North Street North Reading, MA 01864 Re: 10 Wyman Drive, Salem, MA Septic System Design Dear Martin, The following plans and enclosures for the above referenced property are being re- submitted for approval. Revisions per your request have been made to the design. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Kimberly Brown Office Manager DESIGN DATA PERCOLATION RATE:B MINANCH SOIL CLASS:CLASS I DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS 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 2'DEEP x 2'WADE LEACH TRENCHES WITH 6 SO.FT.LEACH AREA PER LINEAL FOOT OF TRENCH 666.67 SO.FT.16 SQ.FT.PER LIN.FT.OF TRENCH=111.11 LINEAR FEET OF TRENCH REQUIRED. USE TWO 2'DEEP x T 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=880 GALLONS) SEPTIC TANK PROVIDED: 1500 GALLON SEPTIC TANK N PT2 BENCHMARK:SPIKE IN TREE 21t TPI O ODS OTP2 ABOVE GRADE.ELEV. 103.55(ASSUMED DATUM) N/F LEWANDOWSKI PT1 N/F PALM RECON GRAVITY WALL / / I .lf TOP ELEV. 109.50 I STEP WALL SPECIAL DESIGN NOTE _ 1 WITH SLOPE THIS DESIGN UTILIZES THE"BW"LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF �,7 PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. 102 _ _ _ _ _ 562�3g'2'0"E 4'CHAIN FER I,I-I_ _ - �E� _ I 180•00, STOCKADE FENCCE 4 1 / .. % 7 'T � . ��,1� � .T . VENT I / � PERCOLATION TEST / � � 10 WYMAN DRIVE 40 MIL.IMPERVIOUS T_ DATE: 8-23-06 BARRIER I---� � 110.45 56' 110.45 HOLE# P71 PT2 1 ; - - - - - _ - - _ _ _ A,.+ "C"LAYER "B"LAYER / CSESS ORS MAP 2, LOT 37 - - _- _ _ Y _______ RESERVE AREA TP3 START PRE SOAK 10:19 10:42 189000 S.F. ELEV.OF PERC 104.05 705.97 ------------------------------ ------ - ---------J � DEPTH OF PERC. 31"/19" 2G"/,6" 104 L-------- END PRE SOAK 10:34 10:57 TIME @ 12" 10:34 10:57 1 1 r 110.70 f TIME @9" 10:45 11:12 1 1 /' - 11070 / b /' TIME @6" 11:02 11:35 - I 1 v r --------------------------------------------- - TIME(9-117 MINUTES 23 MINUTES L� ___ ___ ___ ___ __ ___ __RESERVE AREA --- - --- --- -- RATE MIN./INCH 6 MIN.ANCH 8 MIN./INCH 106 - r=; - - - _ / PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. I I DISTRIBUTION BOX/ LIMIT OFSAND (SEE CONST.NOTE#3) CD GENERAL NOTES / I !0 / 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. I A, I / / N/F WEITING 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS. 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY / �P PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). '� L - J 112 / 3 5. THERE ARE NO WELLS LESS THAN 112 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 10 6. THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET N/F S WENBECK _ o :tAND 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, 11 - O N EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT / PROPOSED FOUR W .-, o WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH \ BEDROOM HOUSE - RESPECT TO FUTURE SYSTEM FUNCTIONING. SILL ELEV.120.00 O / � � � / � > 11 B � 8. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. C.F.ELEV.112.00 >1 \ / ' 9. TITLE REFERENCE:INSTRUMENT#428670,ESSEX SOUTH REGISTRY OF DEEDS. 10. PLAN REFERENCE:PLAN#71598,SHEET 4,ESSEX SOUTH REGISTRY OF DEEDS. I 10, \ - _ - IN 10.5' - 24'x 24POSED 1 1$ 'GARAGE \ - CONSTRUCTION NOTES FLOOR ELEV. 118.00 \ 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, I MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS / 144• 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 RESTRICTIVE PROVISION SHALL APPLY. ' 1500 GALLON W 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION It o SEPTIC TANK COMPLIES WITH THIS DESIGN PLAN. N OO 84.3'- 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 WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, ' °' \ 1995.TOP OF SAND SHALL BEAT THE SAME ELEVATION AS THE TOP OF 118"TO 318"DOUBLE WASHED STONE. , \ \ /FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS I ,t. 15' 4. 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. ~ PROPOSED / •••• •••m ........... �• •• �•• 6. DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS DRIVEWAY •••��••••� •• •• SHOWN AND TOPPED WITH 4 INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL OQ .•• ••• •••••• •• ••• ••• \ PROPOSED WELL fn .': �.'::.:'.:'.:'::::::..:.::':::.'::.. \ w SHALL REMAIN ON SITE. '.L.PROPOSED'."'.'.'.':.':. '.':::::.:','. 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. DRIVEWAY . .'. . '.':::::::;:.':.'. .':.'.': ........ CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. •••• •; ,•; ;:; •: ••• 8. BENCHMARK:SPIKE IN TREE 21i ABOVE GRADE.ELEV. 103.55(ASSUMED DATUM) :'•'•18O:D0 •••••••••••• ••••••••••••:•••:•:::::•.....: •'• 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. ` ,>2'� ghi,�T,��E; •',',•; ;,•;; ;;;,•;;;;,;; •• 1 \ 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. I \ I 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE .. COMPACT BASE. I 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED .• 12O EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. I _ 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. 1 - I ........................... WYMAN DRIVE SOIL LOG TOP ELEV. 102.59 TPl ESHIGW 98.09 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING 0"-38" FILL VARIES VARIES `© 38'-54• Bw SL 2.5Y 4/4 @!54' 00 54'1 C GS 5Y 414 10YIR 5/8 REFUSAL @86' 5Y'4/2 TOP ELEV. 105.44 ESHIGW 101.11 TP2 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIES ` 29"-52' Bw SL 2.5Y 4/4 @!52' LEGEND �ytH OF `4SgSEWAGE DISPOSAL SYSTEM 52"1 C GS 5Y 4/4 10YPR 5/8 q,o�' e'� cy 10 WYMAN DRIVE SALEM MA 4 g OSGOOIi Ak_ F ASSESSORS MAP 2, LOT 37 REFUSAL @ 80• 5Y 4/2 ?o a ' ' PROPOSED GRADE 96 - o OSGOOD,JR �P O CIVIL EXISTING GRADE - - - - - N0.4S891 PREPARED FOR JOHN OR TOP ELEV. 110.14 ESI-HGW 107.31 �°�„� 40 MIL IMPERVIOUS BARRIER ^ - - - - - - - P RFGIS LEH `�``' �b 137 HIGH STREET DANVERS,MA 01923 TP3 FENCE o n o 0 0 0 0 0 o Iti v SCALE: 1" = 10' OCTOBER 23, 2006 DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING WYMRN RM o•-,z• a s L ,oYR 313 i Y\ wrMu,oRrve RETAINING WALL - - - - - - - - - - - - - - - REVISED NEW ENGLAND ENGINEERING SERVICES, INC. 12"1 Bw S L 10YR 5/8 @34' 34.1 C GS 5Y 4/4 10YR 5/812-22-06 s� PROPOSED SPOT GRADES 99'99 12-22-06 1600 OSGOOD STREET REFUSAL @64- 5Y 4/2 BUILDING 20, SUITE 2-64 S�'A\A?psc TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR., \ AND WITNESSED BY MARTIN FAIR,NORTH READING HEALTH AGENT. PERCOLATION TEST -�- PH:(978 1686-1768 FAX: (978)327-6138 1 CERTIFY THAT IN NOVEMBER 1995 1 PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF \ DRAWN BY: SHEET#: CHECKED BY; 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, PERTIISSEE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. \ 10' 0 10' 20' 30' V " DATE/Z 22 G LOCUS MAP NOT TO SCALE FILE#: DESIGN BY: 1266 ~12-22-06 B.C.O. Jr,. 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC MARKING TAPE(TYP.) 1 MIN. 120 - 4"LOAM COVER 36"MAX.COVER SYSTEM PROFILE SILL ELEV.. 120.00 20"DIA.RISERS TO WITHIN SCALE: 1"= 20' HOR.; 1"=2'VERT. TOP OF SAND DOUBLE WASHOED STONE 119 6"OF FINISH GRADE OVER TOP OF WALL (SEE CONST..NOTE#3) ALL OPENINGS ELEV. 109.50 /SLOPE \\ \\yyv\ , \ \,\/ / / / / , , , / /`�� 118 CLEAN NATIVE BACKFILL 117 I �-�, 36"MAX. 41 1o� - _� 28 OF 3/4'TO 1-1/2 '"�� _ COVER(TYP.) TOPrsl, - DOUBLE WASHED STONE "C ��' � ) 116 128, TRENCHa RESERVE .. JgRENCH RESERVE \ I � ' pew 'AREs' 24 1 / "� _ E°" MAGNETIC MARKING TAPE(TYP.) RECON GRAVITY 45" BLOCK 115 o WALL DETAILS 5' �R 66,�55� ! 2':.. z' , 2 2'.. 2 z � ..2 . 114 FOUNDATION NOT TO SCALE 45' BLOB n INVERT ELEV.114.50 10,- f� �- •` I - - r 113 4"SCH 40 PVC INLET ELEV.DISTRIBUTION BOX 1 V 109 00 RETAINING WALL NOTES: �� S=0.02 BREAKOUT ELEV.109.45 .. ... .. 1. CONCRETE UNITS TO BE RECON BLOCKS AS MANUFACTURED BY 45'BLOCK r .' .. E 2"OF 1/B"TO 1/2"DOUBLE WASHED STONE SHEA CONCRETE PRODUCTS. I- .,_.. .. . , .. ,p• 2. FOR INSTALLATION GUIDANCE AND TRAINING,PLEASE CONTACT 1f0-8 MAX. '. . - .: :' .:. .. . ... 1 1 2 VENT .. SHEA CONCRETE PRODUCTS 800-696.7432. � - • . . . - _ 58 =0.005 FINISH 3. FOR BLOCK SPECIFICATIONS,PLEASE CONTACT RECON WALL _ GRADE / F4"SCH OPERF PVC. SYSTEMS, 612 374-1113 � 45° BLOCK . �� 111 2a"OF 3! TO( ) ��-�� .. .. .. � r .:'.' . ... .. . . .. . . . . ... , �..' 0 DOUBLE 4:,ASHED STONES / / LIMIT OF SAND / 110 (SEE CONST.NOTE#3) 12"MIN. 45" BLOCK r COVER EXISTING _ GRADE �- 40 MIL IMPERVIOUS BARRIER 1500 GALLON {, _ z..�-„ / TOP ELEV.109.45 109 SEPTIC TANK EXISTING BOTTOM ELEV.99.45 INLET ELEV. 114.30 �0, / GRADE • ��` � OUTLET ELEV. 114.05 ,�. _ . . 10" 45"BASE BLOCK 1 UNDERDRAIN SLOPE TO DRAIN 108 \ X ( ) 4„SCH U 0 12 � it TRENCH END DETAIL BES INV 108.96 _Ja, �`• END.INV. 108.66- - SCALE: 1"=2' 107 Imo--57" 6"DEEP x 57"WIDE "' GRANULAR LEVELING PAD 106 \ " . BOTTOM OF TRENCH . .. . . - ELEV. 106.66 105 , 104 - 103 - 2" 041032"OF 1/8^-3/8" DOUBLE WASHED STONE 102 - S O2 ESHGW ELEV. 28"OF 3/4"TO 1-1/2" ` T�102.66(TP2) 4"SCH,40 PERF-PVC DOUBLE WASHED STONE 12"MINIMUM EARN COVER ' ADJUSTED FOR SLOPE S=0.005 TO ELEV 107.00 - \ \/\ \ \/\ / \ \ / 101 \ \\ \\\\ \ \ \ \ \ \ \ \\�\\\\\ \ `\ \ \ \\ \\ \ 4"LOAM COVER\\\\\ \ \ \ \ y y\y y\y\ y \ \\y\ \y\ / \ \i\i\ \ \ r. .. / NOTE: \/ \ THE 3 \ - ...•-. - _ _ _ _ _ _ _ _ _ _ _ 100 - TEST PIT VTHATrISOCLOSEST TO HE PROPOSED SOIL ABSORPTION LIMIT C F SAND 1 /\/^\ 15 ,v,- J _ ,✓ _ AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF TH'3 ( CONST.NOTE#3) / \ : �i '- 'I BACKFILL EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY, \/ ..' �+-" >.r'--,,*i��'�'hh ..x �__.� : r �`'F{ ✓✓�'..�l�` , '�!;- '`'. /�✓'X• t, AND SHALL BE ADJUSTED AS NECESSARY DURING oC CONSTRUCTION. 30 .. "�=`, �.��: . �'�. �-. �h, `-`��;�'S-J�•:'�••�,��",�^rst'-sr -s-- _ _ .�-,.�-J�<. �..� -<,-�:�j��.p`��'J�c�"o,^ .. 24 . .. .. - . .. .. ��1 ._. _. _T'�_;'�:�Y l� t`�` ti..�/-�. �.I"�./�'� s-� >=•�r'-t !�. :=•v !-s! , i�: 6'� r-: /-' -i-''� 1"( "f-', i�' �. r. 5, . . ' .. . . .`58' S MAGNETIC ` 4 SCH.40 PVC TEE MARKING TAPE 4 SCH 40 PVC (AS REQUIRED) RISER . . .. .. . .. .. . . .. ,... .. .. .. . . : .. .. .. 4 SCH.40 PVC TEE 'i 7"O.C.7'-4 ,-ref, ' (6)4"DIA.OUTLET TRENCH SECTION DETAIL ,p^ z" 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 SCH.40 3" PVC TEE 1"TAPER 3"MIN. DISTRIBUTION BOX NOTES 20-MIN.DIA.CLEANOUT COVERS ' LEACH LINES 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE SET LEVEL. I 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" ' 4"INLET INV.1141.05 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 WIHIN 9"OF FINISH GRADE. LIQUID LEVEL 14" 12"MAX. ,z MAX. ROPOSED SUBSURFACE SCH.40 PVC TEE 90" 5'$" ELBOWS SEWAGE DISPOSAL SYSTEM SEE TANK q�_p" GAS BAFFLE 4'-7" NOTE#2 4'-4" TEE IIA OF ygssgc 10 WYMAN DRIVE SALEM, MA MAGNETIC BENJAMIN C. �,� ASSESSORS MAP 2, LOT 37 SCH.40 PVC TEES -3" ie dG MARKING TAPE � OSGOOD,JR. 4- CIVIL PREPARED FOR N0.4589 JOHN O'LEARY 45" o� RFG \� 137 HIGH STREET 6"OF COMPACTED 3/4^CRUSHED STONE ELBOWS OPoALEw �b DANVERS,MA 01923 SCALE: AS SHOWN OCTOBER 23, 2006 1500 GALLON SEPTIC TANK (H-10 LOADING) REVISED 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 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. 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT, DRAWN BY: SHEET#: CHECKED BY: S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 _12-22-06 B.C.O. Jr.. No. s b FEE COMMONWEALTH OF MASSAC14USETTS Board of Health, SM PSA , IVIA. APPLICATIONFOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(v//xepair( ) Upgrade( Abandon( ) - O Complete System O Individual Components Location 10 Owner's Name I .�. Map/Parcel# Z L Address i 59m: 442 aw . Lot# - Telephone# Installer's Name I)FftP lD y/ YA IJ Designer's Name -V eZU*04 a OOD J Pe Address `).Sl t3 RBf+�o-1 ,71: tJ tJFtei_4 Address /beo OOD I 60-01)'444A618 46 Telephone# '72 33y Lj 2.3 Telephone# S 48(2- Type S(2-Type of Building Lot Size—F1 000 sq.ft. welling No.of BedroomsGarbage grinder OUQ Other-Type of Building No.of persons Showers O,Cafeteria ( ) Other Fixtures ,A�ff Design Flow (min.required) '6-"ClJ gpd Calculated design flow 40 Design flow provided 44-0 gpd Plan: Date /0 -23 —LM Numberofsheets —Fk)O (Z) Revision Date 11' Z7,-04 Title r" POSeD ��5� U�&SoeF*C& X_kk,,�&oE _DfS PdS*� _SyST*70.,4 /� Description of Soil(s) C 4Mq- iEi� — �iIS VW-4e, OJrC."? eSM eL&)( Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire n o place th syr m m operati n until a Certificate of Compliance has been issued by the Board of Health. Signed Date e7 Inspect Inspections No.� Sl — O t� FEE � �®MMONW �.T74 OF MASSAC14USETTS Board of Health, Swt l-EH , MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. , dated Approved Design Flow (gpd) Installer Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 5 5 1 - b FEE IN COMMON'WEALTH OF MASSAGIPSETTS r (� Board of Health, SA4 MA. ij APPLICATION FOR DISPOSAL SYSTEM,CONSTRUCTION PERMIT Application for a Permit to Construct(v% tcepair( ) Upgrade( ) Abandon( - ❑Complete System ❑Individual Components Location a -� TDIZ I e Owner's Name10+4 W 1 Y Map/Pms cel#ame Z L yNAddress 1 .21: 1 NSr. ^ ` ,.�)✓ot# -1� Telephone# . Installer' N .1�>✓A fJ A0 Designer' N / s ameT,;,et +k41N coon ) Address r..IS l�l� R-c�AAtJ 1J LlF1EL.0 ✓n Address-.1(�Oo 001 � Oiv, -D2rJG ZU _ r t tJlx VC'✓L OIQ,4 Telephone# -7 -13V _ Zj 23 Telephone# t Type of Building �l �- Lot Size (�1°Ot70' sq. welling No.of Bedrooms tias)fy ( y Garbage grinder (JU0 Other-Type of Building No. of persons Showers ( ),Cafeteria ( ) Other Fixtures , AA ss r Design Flow (min. required) 440 gpd Calculated design now 440 Design flow provided 140 gpct Plan: Date /0 '73 - Ob(i Numberofsheets -rVJ0 ( Z) Revision Date 1Z' 212-O(� A _ Title rQF'osED SU Ras U0FrKC 4;ek)Ael11 �I4pd"A� SySTii-n.d Description of Soil(s) C-4ATErFII) - an rr 15 - Poe-y- dod-r lz617 IGH/--LAX Soil Evaluator Form No. -Name of Soil Evaluator Date of Evaluation d DESRIPTION OF REPAIRS OR ALTERATIONS I r (1 1 The undersigned agr es to install the a ove described In'�vidual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agr t n to place s m in operation uni d a Certificate of Compliance has been issued by the Board of Health. Signed Date Z -Z Z-D�o ' :: Inspections No. ssl - o to FEE COM ONWEA .TII OF MASSACI-IUSETTS I , Board ofHealth, ::wL-ENI CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded O,Abandoned ( ) by: at s," has been installed in accordance with the provisions of 810 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to - application No. , dated Approved Design Flow (gpd) - .. Instalier'. _ #._. .J-_,_. -r ,.. .'_.. ._. i. . I- i Designer: Inspector: Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 10 FEE COMM,ONWEALIN Of MASSAC14USETTS - Board of Health, S ALK H MA.PISPOSAL SYSTEM CONSTRUCTION PERMIT ! o � Sv`� Permission is hereb ranted to; Construct Re air , herebygranted (�Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system , at M+-1 1 Vxe b+ as described in the application for Disposal System Construction Permit No. 5 S 1'i-66, dated 12- 'ZZ-Ole y Provided: Construction shall be completed within three years of the dateof . is pe ❑it. All local conditimust be met. Form 1255 Be,5196 A.M.SuIku Co.Boston,MA Date -V hoard of Health LCA.twwn �TIL(� DESIGN DATA PERCOLATION RATES MINANCH SOIL CLASS:CLASS I 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/0.66=666.67 S..FT. SYSTEM SIZE PROVIDED:USE 2'DEEP x 2'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 2'DEEP x T 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=880 GALLONS) PT2 1� SEPTIC TANK PROVIDED: 1500 GALLON SEPTIC TANK `A BENCHMARK:SPIKE IN TREE 2't O -o TP2 ABOVE GRADE.ELEV.103.55(ASSUMED DATUM) TP1 / O ON%Y 00 O / N/F LEWANDOWSKI PT1 N/F PALM RECON GRAVITY WALL TOP ELEV. WALL / � STEP WALL WITH SLOPE 1 j SPECIAL DESIGN NOTE � '000 �`r THIS DESIGN UTILIZES THE"Bw"LAYER MATERIAL TO OBTAIN THE NECESSARY 48"OF 10� _ 1 S62038'20"E PERVIOUS PARENT MATERIAL BELOW THE LEACH AREA. _ ITT f - �I\ 4'CHAIN LINK OR I 1$0.00 00, STOCKADE FENCE Ir3r� VENT PERCOLATION TEST i10 WYMAN DRIVE 40 MIL.IMPERVIOUS 56' ASSESSORS MAP 2 LOT 37 BARRIER �-•I110'45110.45DATE: 8-23-06 •' 7HOLE# PTt PT2 _- "C"LAYER "B"LAYER �� - __ Q �iELEV.OF PERC 104.05 105.97 - RESERVE AREA - / I 1."9000 S•j DEPTH OF PERC. 31"/19" 20"/16" 104 '� L-------------------- - TP3 - ---�--- - -- --------- START PRE SOAK 10:19 10:42 �� I / / n END PRE SOAK 10:34 10:57 I I r-/ TIME @ 12" 10:34 10:57 1 110"70 110.70 _/_____ TIME @ 9" 10:45 11:12 I L RESERVE AREA TIME @ 6" 11:02 11:35 � � , / / TIME(9"•6") 17 MINUTES 23 MINUTES --- --- --- --- --7--- --- --- --- --- -- RATE MINANCH 6 MINANCH 8 MINANCH 1 O� ^ PERCOLATION TESTS PERFORMED BY BENJAMIN C.OSGOOD,JR. 1 DISTRIBUTION BOX / / AND WITNESSED BY MARTIN FAIR,SALEM HEALTH AGENT. / LIMIT OF SAND (SEE CONST.NOTE#3) I / GENERAL NOTES N/F WEITING 1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. 2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS. _ - - -� 3. DEEP OBSERVATION HOLES PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD,JR..AND WITNESSED BY MARTIN FAIR,SALEM / I I 11N / O� HEALTH AGENT. G 4. DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY L J PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC..(NEES). 5. THERE ARE NO WELLS LESS THAN 112 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. 6. THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 400 FEET NSF S WENBECK AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. Acq 7. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM, ' PROPOSED FOUR V V / EXCLUDING CONSTRUCTION SUPERVISION. NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TITLE 5,EXCEPT / BEDROOM HOUSE N WHERE NOTED. NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT OR ULTIMATE USER WITH O / - SILL ELEV. 120.00 �/ \ 116 RESPECT TO FUTURE SYSTEM FUNCTIONING. C.F.ELEV.112.00 \ 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. 10' O 0 / PROPOSED 10.5' 24'x 24'GARAGE CONSTRUCTION NOTES FLOOR ELEV. 118.00 \ 1. SCOPE OF WORK. CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, / I MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS 14q• \ 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 RESTRICTIVE PROVISION SHALL APPLY. O 00 1500 GALLON V V 2. CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION SEPTIC TANK - \ / COMPLIES WITH THIS DESIGN PLAN. 84.3'- 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 1y I WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 PARAGRAPH 3 AS REVISED ON OCTOBER 20, °J _ \ 1995.TOP OF SAND SHALL BE AT THE SAME ELEVATION AS THE TOP OF 1/8"TO 3/8"DOUBLE WASHED STONE. \ \ 15 4. FILL USED SHALL BE CLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS •• ••••••••:• MATERIALS. :'.'.'::': .'::::.':.::'. i 5. UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION. LOCATIONS SHOWN ARE APPROXIMATE. _ RELOCATION OF UTILITIES,IF REQUIRED,IS PART OF THE INSTALLATION CONTRACT. .•• •• ••.m • ••• •. ••• ••• •.••• .•••.• \ 6. DISTURBED AREAS INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS / ' PROPOSED '. ."��':... DRIVEWAY •"•'"'•"'•"""""""""""" \ PROPOSED WELL SHOWN AND TOPPED WITH 41NCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED.EXISTING TOPSOIL / 0 / """"""""""""""" SHALL REMAIN ON SITE. '.'.PROPOSED':.'.'..':.':.'. '::::::.: 7. TREES,BRUSH,SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND. STUMPS SHALL BE REMOVED. ti DRIVEWAY :; ;;;;;; :':::::::: CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. •• ••.• . .• .• ...•...• ...... :.... .80:OQ`::.:...:.::. '::::::::::::::::::::::.... :.:...... 8. BENCHMARK:SPIKE IN TREE 2':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. 10. PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL IBE SEALED WITH HYDRAULIC CEMENT. I \ •• "'�2o'3'g�.,..""""""""" \ 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. I \ •, 1 12. ALL PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE COMPACT BASE. . .120 ..•. t 13. IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ErNVIRONMENTAL PRODUCTS,OR APPROVED EQUAL. CONTACT JEFFREY MILLER(508)697-3710 FOR PRODUCT INFORMATION. 14. MAGNETIC LOCATING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. I � WYMAN DRIVE '� SOIL LOG TOP ELEV. 102.59 ESHGW 98.09 TPl N DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING 0"-38" FILL VARIES VARIES O O 0 38"-54" Bw SL 2.5Y 4/4 @54- 54"-86" C GS SY 4/4 10YR 5/8 REFUSAL @86' 5Y 4/2 TOP ELEV. 105.44 ESHGW 101.11 TP2 DEPTH SOILHORIZON SOILTEXTURE SOIL COLOR SOIL MOTTLING PROPOSED SUBSURFACE 0"-29" FILL VARIES VARIES LEGEND 29"-52" Bw SL 2.5Y 4/4 @52- -t"OF Ngss4c SEWAGE DISPOSAL SYSTEM 52"-80" C GS 554/4 10YR5/8 s, 10 WYMAN DRIVE, SALEM, MA REFUSAL @ 80" 5Y 4/2 Qom' - �� BENJAtdIN C. PROPOSED GRADE 9e o OSGOOD,JR ASSESSORS MAP 2, LOT 37 r u CIVIL EXISTING GRADE - - - - - NO.45821 PREPARED FOR JOHN O'LEARY e� RFG/sT137 HIGH STREET TOP ELEV. 110.14 ESHGW 107.31 2y CUR n� 40 ANIL IMPERVIOUS BARRIER - - - - - - - LEHO� Ob DANVERS,MA 01923 TP3 FENCE 1ti v SCALE: 1" = 10' OCTOBER 23, 2006 W/MANROPD DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING \ vxmnNCRrvE RETAINING WALL REVISEDNEW ENGLAND ENGINEERING SERVICES, INC. 0"•12• A SL 10YR3/3 12"-34" Bw SL 10YR 5/8 @34• LYNN BUILDING 20,20, SUITE 2-64 STREET 12-22-06 1600 OSGOOD 34"-64" C GS 5Y 4/4 10YR 5/8 \ C� \ snE PROPOSED SPOT GRADES 99 99 REFUSAL @ 64" 5Y 4/2 CEaG Sid \ \ Arl�psco TEST PIT ® NORTH ANDOVER, MA 01845 TEST PITS PERFORMED ON 8-23-06 BY BENJAMIN C.OSGOOD),JR., PERCOLATION TEST - -- PH:(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 S.G.B 1 Of 2 B.C.O. Jr.. 10' 0 10' 20' 30' REQUIRED TRAININ97 EXPERTISE,AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. FILE#: DESIGN BY: C I LOCUS MAP NOT TO SCALE DATE ZZ 11-c- 1266 -12-22-06 B.C.O. Jr.. i 4'TALL CHAIN LINK OR STOCKADE FENCE MUST BE INSTALLED WHERE WALL HEIGHT EXCEEDS 4 FEET MAGNETIC 12"MIN. MARKING TAPE(TYP.) 4"LOAM COVER 36 120 - MAX' COVER SYSTEM PROFILE SILL ELEV.. 120.00 20"DIA.RISERS TO WITHIN SCALE: 1"= 20' HOR.; 1"=2'VERT. TOP OF SAND 2"OF 1/8"ONE 11 TOP OF WALL (SEE CONST..NOTE#3) DOUBLE WASHED STONE 8"OF FINISH GRADE OVER ELEV. WALL 2%SLOPE�- ALL OPENINGS 09.50 . / \y\\ \ \\ \i \\\\ /\ \/\/ / /\/\i/\i//// //\i / // //i//i / \ /\ 1 18.4 LOAM COVER / CLEAN NATIVE BACKFILL - 117 - 9"MIN. 36"MAX. J COVER(TYPJ � .. �` 28"OF 3/4'TO 1-12 �,� J I 4. TOP DOUBLE WASHED STONE 116 o > 4 NCH' . RESERVE 7-TRENCH r RESERVE 28 T k 2 -��`- AREA .. 24 1� r AREA RECON GRAVITY � � � �`' .--� � � � �� ,� � 115 - 45" MAGNETIC MARKING TAPE(fYP.) fl \.7 f7H V 1 BLOCK I ' WALL DETAIL `Y { 2,.. 2, z; '2 .;2 ,2 : 2 1 114 - FOUNDATION NOT TO SCALE 4 b `� .. • . INVERT ELEV. 1140 10, 5' - 113 4"SCH 40 PVC DISTRIBUTION IELEV�09.017:OUTLET ELEV. 109.00 RETAINING WALL NOTES: S=0.02 BREAKOUT ELEV.109.45 1. CONCRETE UNITS TO BE RECON BLOCKS AS MANUFACTURED BY 1 45° BLOCK - ' SHEA CONCRETE PRODUCTS. a 1'%� �': .,...: ::. 3. 112 10' 2"OF 1/8"T012"DOUBLE WASHED STONE 2. FOR INSTALLATION GUIDANCE AND TRAINING PLEASE CONTACT 10•-8"'MAX. " ' - VENT 1 SHEA CONCRETE PRODUCTS 800-696-7432. r.'• .. : . : : - . . ., 58'OF 4"SCH,40 PERF.P.V.C.,S=0.005 FINISH 3. FOR BLOCK SPECIFICATIONS PLEASE A '` : : .. ^ GRAD S CONTACT RECON WALL � � � .... � � - 28"OF 3/4"TO 1-1/2" E SYSTEMS,(612)374-1113 45" BLOCK �`>- 1 1 1 DOUBLE ASHED STONE * LIMIT OF SAND 1 1 12"MIN. 45" BLOCK (SEE CONST.NOTE#3) 36"MAX. / EXISTING COVER GRADE ' 40 MIL IMPERVIOUS BARRIER 109 1500 GALLON - / EXISTING TOP ELEV. 109.45 SEPTIC TANK � GRADE BOTTOM ELEV.99.45 INLET ELEV. 114.30 -e • /� � � / y � •. OUTLET ELEV. 114.05 0 45"BASE BLOCK 6 UNDERDRAIN 10Q 4"SCH 40 PVC (SLOPE TO DRAIN) V S=0.12 TRENCH END DETAIL BEG.1W i � -END.INV.108.66 - - SCALE: 1"=2' 107 - GRANULAR 07 6"DEEPx57"WIDE 106 \ GRANULAR LEVELING PAD � � � � � � BOTTOM OF TRENCH . .:.'.' ..:,....: - ELEV.106.66 105 - 104 - 103 05104 103 - . .. : : . . 2"OF 1/8"-3/8" DOUBLE WASHED STONE : ESHGW ELEV. 28"OF 3/4"TO 1-12" 102.66(TP2) 4"SCH.40 PERF.PVC DOUBLE WASHED STONE 12"MINIMUM EARTH COVER 102 ADJUSTED FOR SLOPE S-0.005 .. TO ELEV. 107.00 \ \ , 101 \\ \ \\\\ \ \4"LOAM COVER /j\\i CLEAN NATIVE BACKFILL THE ELEVATION OFT E BOTTOM OF SAND IS TAKEN FROM THE LIMIT OF SAND 3 \ loo - TEST PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION 15' (SEE CONST.NOTE#3) 1 / n/ : AREA. THE ACTUAL ELEVATION OF THE BOTTOM OF THE /\\/\/ / - -�,-� - ,,- - - - - - EXCAVATION PER CONSTRUCTION NOTE#3 MAY VARY, AND SHALL BE ADJUSTED AS NECESSARY DURING ,.'� ,c-�51 � ..�� eti✓^X '�'(-��..��'�,�"�`�' � �,1'd��w..f'�r"x ��Y�� " 1 �L'.��_��i .-.� CONSTRUCTION. 5-_� `i= '' � 24", 2630 MARKING T 5, :. .. . . : .. .. .. I APE . . : .. .. ' .. ,. ' . .. . ... . . . . ,. . . 4 SCH.40 PVC TEE 2 .. 4 SCH 40 PVC . . .. RISER s. (AS REQUIRED) . . . .. .. .. .. . . .. .... .. ,. .. .. .. .. .. .. .. 4 SCH.40 PVC TEE - ' , .. . .. . . . , ..' . ' . . .. :' '.. .. .. :..',. .. ... .. ... .. .. .. .. ., .. .. ' . .. .. ', DIA.OUTLET TRENCH SECTION DETAIL 7"Q.D ''4" ` " (6)4" 10" 8. 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 1p•�^ SCH.40 SCALE: 1"=2' SHEA MODEL B-6D8 OR APPROVED EQUAL 3„ PVC TEE 1"TAPER 3"MIN. DISTRIBUTION BOX NOTES 20"MIN.DIA.CLEANOUT COVERS •• ' " LEACH LINES° 1. FIRST TWO FEET OF PIPE FROM D-BOX SHALL BE SET LEVEL. �- 2. D-BOX SHALL BE SET 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" 4"INLET INV.114.05 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. LIQUID LEVEL-_/7 EVEL 14" 12"MAX. 1 0 1 1 5-8, .. SCH.40 PVC TEE 12"MAX' 90° 5'-8" ELBOWS q_7^ SEETANK q•_p^ GAS BAFFLE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM NOTE#2 4,-0„ TEE � jH DFssgo 10 WYMAN DRIVE SALEM MAGNETIC ��`4 BENJAMIN C. ASSESSORS MAP 2, LOT 37 SCH.40 PVC TEES g^ of d� , + MA MARKING TAPE OSGOOD,JR. N 4" CIVIL IL PREPARED FOR No,/a�aa9� JOHN O LEARY { 45° qo� op JOHN \� 137 HIGH STREET • 6"OF COMPACTED 3/4"CRUSHED STONE • ELBOWS ONALEN 0 DANVERS,MA 01923 SCALE: AS SHOWN OCTOBER 23, 2006 1500 GALLON SEPTIC TANK (H-10 LOADING) REVISED 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 BUILDING 20, SUITE 2-64 TANK NOTES NORTH ANDOVER, MA 01845 1. TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. (978) C8C-1'768 2. JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER. 3. 9"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK. 4. UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. DRAWN BY: SHEET#: CHECKED BY: S.G.B 2 of 2 B.C.O. Jr.. FILE#: DESIGN BY: 1166 -12-22-06 B.C.O. Jr..