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HomeMy WebLinkAbout0123 ASA MEIGS ROAD - Health 123 Asa Meigs Road,Marstons Mills A= r '7 TOWN OF BARNSTABLE L(iCATION 123 Atr,- Mey, 1RZ SEWAGE# 20 t`1 VILLAGE W,lit ASSESSOR'S MAP&PARCEL 6 31 017 INSTALLER'S NAME&PHONE NO. o SEPTIC TANK CAPACITY P 5-0 0 lJ N c LEACHING FACILITY: (type) 142p (size) ,t 2 8X2 5-}C2 NO. OF BEDROOMS 3 OWNER��,�y ,=p PERMIT DATE: 7,2 9 —!q' COMPLIANCE DATE: 7—30 491 Separation Distance Between the: /var4c *..- Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility fC<C Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200:feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY P1W ~ 35 y0,� K 'Dee Ic �Rc K� V TOWN OF BARNSTAB_LE LAATION ^ yy,, ,,�� Jv SEWAGE i VILLAGE N / r G SSESSOR'S MAP 6a LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY;(type) (sue) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNPR DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED- ����?w/n r �V I d , r ' No. r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLAtion for IN oBAf 6pStem ConeitrULtlon Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) /Omplete System ❑Individual Components Location Address or Lot No. -/2 3 45c,Me;� Owner's Name,Address,and Tel.No. M � M k6rO ,►rs i3�ot,�N��t%e Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �51�S& �,rc �Nc SUg-ut7(J-7r5 G�S,.vP�✓� L✓f!✓!t5 TOO- V77--r7,1 Type of Building: Dwelling No.of Bedrooms 3 Lot Size A`307_ sq.ft. Garbage Grinder( ) Other Type of Building �%ov%r, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (') gpd Design flow provided 3'1 bo, 7 gpd Plan Date /2�/q Number of sheets °L_ Revision Date T Title y Size of Septic Tank /�Q'� Type of S.A.S. //IV � 4tyj Description of Soil Nature of Repairs or Alterations(Answer when applicable)PNS.41 ,(k 1/ ,660 !j4J n/ A6W11, - D 130X ' 2 %& ( �"�ahtW(S iA) G 11,J3X 25'-xZ kt[C Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed, Date !7 yy Application Approved by JVV it,A Date?� Application Disapproved by Date for the following reasons Permit No. Z J tt�' j Date Issued No. Fee dv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplication for i8 sal *pstem ConVomplete Lion permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) System ❑Individual Components Location Address or Lot No. /2 3 454 lWi;4 R 4,�y ner's Name,Address,and Tel.No. M 4/SIG^)S M,11 S t ;� Assessor's Map/Parcel O 31 , U/OWN J+))Y' Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. r _ iw.r� I-n�c S(fig-�lbU-7�55 G'✓5��v��rr'Ns Irv✓Ir 5 SOf3-y77 -S�/ Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building %Nou%f No.of Persons Showers( )'Cafeteria( ) Other Fixtures Design Flow(min.required '5 3 0 gpd Design flow provided gpd Plan Date G l 2�1 ,� Number of sheets ZL. Revision Date Title Size of Septic Tank 4`5 CX1 ^' Type of S.A.S. /',20 5,00 w 1J&V ch b,�✓5 J�,8X 1 S-X Z Description of Soil k Nature of Repairs or Alterations(Answer when applicable)INVOY /S g co 4l1On1 iVAA1 - D (SOX ' 2 5jp0 y )e t1 f*t'Y4f/s iA) A 12 2 SX 2 Alec 's Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si Date Z Application Approved-by Date -2 / y �.. Application Disapproved by Date c for the following reasons Permit No. 2 y / Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired,(61)/ Upgraded( ) Abandoned( )by G's A R lUkJ�-j /V / at /Z I4SG f I S f /? /01'66 a15 /116 g has been constructed in accordance _ with the provisions of Title 5 and the for Disposal System Construction Permit No)a( _� /b dated �'.2`�� y ; Installer Drwl Q 5 A low 4 l N C - Designer �,t�U✓(G Y g �-NcitiCr'✓ #bedrooms 3 Approved design flow "3 3 I gpd The issuance of this permit/shall not)bee construed as a guarantee that the syste will�/cta designed. Date / 3 I / / Inspector ------------------------------------------------------------------------------- No. FeeTHE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 33isposal 6pste onBtrUttion Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at / 3 At, A,I. S L7lJ /1/► wi fGN5 *115 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be completed within three years of the date of this permit. �) r Date �I L Approved by Fs . Town of Barnstable Regulatory Services . Richard-V. ScAi, Interim Director BARWSM] E, MAM g Public Health Division 1639. LbA��a v Thomas McKean,Director 200 Main Street,Hyannis,AIA 02601 Fax: 508-790-6304 Office: 508-862-4644 Installer &Designer Certification Form N Date; .�7 36 � Sewage Permit# 2cl11-- 2y& Assessor's Map\Parcel Q3 -P4,Ye✓ MC_fA+-ee PCF Installer: . a - ra✓f✓� <<^C Designer: g;n 4 .enr� n��e Ln.t nn Address; 12 W. Catss-9'-e 16t (Zel Address: iV.d ` �� S— �s�—dg.La y'ti� C 2 y y ,1 l,e r�-� �'�d� (`'� was issued a permit to install a On 7--2� '�/�/ t`- � installer) (date) septic system at ' Z3 �S 4 ` 9.S based on a design drawn by (address) e✓Y�'t�2,ti -z'. dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the the soils distribution box and/or septic tank. Strip out (if required) was inspected and were found satisfactory. , I certify that the iseptic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system:) but in accordance with State & Local Regulations, Plan revision or certified as-bunt by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compl vn "th the terms of the IAA approval letters (if applicable) TER T. AUENTEX stal er's Signature) !�!!1 F-4:�e-signer's Signature) -- x Designer's PLEASE RETIJRliT TO BAR.NSTABLE PUBLIC HEALTH D.MSION. CERTIFICATE OF COi PLIANGE SILL ly OT B ISSIT D UNTIL BOTH TES FORD AND-AS- OF CARD A�tE RECEIVED B�'THE BARNSTAIILE PIJB]LIC ALTH DIVISION. T YOU, Q•.1Septic\Designer certification Form Rev 8-14-13.doc I Town of Barnstable P# Department of Re gulatory egalatory Services f Public Health Division Date p 200 Main Street,H*nis MA 0260 MFO Date Scheduled (r " Time i� Fee Pd. e Soil Su 4ility Assessment for Se ' p s Performed By: 1� c�� Z Witnessed By: ALOCATION&GENERALINFORMATION / 1 Location Address I.Z3 Q j,k V i(�5 � Owner's Name p /{'�,A l�J h�ci�f�t:,t9 :!1 -=\1> Address ✓V Y Assessor's Map/Parcel: ©r 1 +0 J7 ` Engineer's Neme PE/-.—)41 C NEW CONSTRUCTION I REPAIR tY, Telephone# u Land Use Slopes(%) :'Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) l �rS PAO G-S Parent material(geologic) Depth to Bedrock AJ1 Depth to Groundwater: Standing Water in Hole: IA `/-G� Weeping from Pit Face Estimated Seasonal High Groundwater r DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date Time �f j Observation Hole# ., Time at 9" Depth of Perc (n y/aq LJ l F� Time at 6" Start Pre-soak Time a@ / t �l / t ✓A Time(9"-6') End Pre-soak Rate Min./Inch 4` Site Suitability Assessment: Site Passed Site Failed Additional Testing Needed(Y/N) Original:Public Health Division Observation Hole Data To Be Completed on Back---- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIGIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. sistenc ° Gravel) 6 A S L C 4Y/ to o `S i., to I rt Il S, ,10 -Lo `5t 1-t- toYR-% io o I%i H C T6 f DEEP OBSERVATION HOLE LUG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.° 0 -9 h Io` �� (12Nf g-3a 5L to '7 '30- 51 ay tL s73 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) .(USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency. ! 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv-° i r' Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary No <- Yes_ Within 100 year flood boundary No Yes_ Denth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe ious material? Certiflcatlon I certify that on !I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required trainingeyerfise and experience described in 310 CMR 15.017. Signature Jk Date J Q:\SPPTlC\PERCF0RM.DOC •J TOWN OF BARNSTABLE WCATION 12 3 At Me-S,4 yx. SEWAGE# 20 `t G VILLAGE &h wak..+r, nh,JLg ASSESSOR'S MAP&PARCEL G 31 017 INSTALLER'S NAME&PHONE NO. �,S� SEPTIC TANK CAPACITY 1570 c> N eZ LEACHING FACILITY:(type) N2o Coo (size)(size) 6,e 2- NO.OF BEDROOMS 3 OWNER PERMIT DATE: '7,2 9 -/H COMPLIANCE DATE: 7-30 Separation Distance Between the: NuNc- crf Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility '?C rc Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �► d /S f�9 W--J y0, s OVT - M-1S' Dec k BRc K� i TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE��� �y �• SSESSOR'S MAP Sr LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (she) NO. OF BEDROOMS_ PRIVATE WELL OR PUBLIC WATER BUILDER OP OWN?R DATE PERMIT ISSUED: i DATE COMPLIANCE ISSUED- i o SA y1 -0 DATE 7/5/9.5 ___-- PROPERTY ADDRESS:___ Qils_Bill s__------ Mass. 02648 . 1 On the above date, I inspected the septic system, at the above address. �. This system consists of the following: u • 2-6"x8T -block cesspools., Based on my Inspection, I certify the following conditions: I 'his is not a title five septic system. 2. The sewage system is in proper working order at the present time. Recommendations ` 1 . Sanitary tee must be installed in the main cesspool. SIGNATURE: Name. Com an : J.P.Ma i Address: Box 66-------------------- Centerville,Mass. 02632 -------------------- Phone: 508-775-3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANT N 966T 9 i n r i JOSEPH P. MACOMBER & SON, INC. Tanks-Cesspools-Leachflelds - Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775.3338 775-6412 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION .FORM Address of property123 Asa Meigs Road Owner' s name Austin Date of Inspection 7/5/95 PART-A CHECKLIST Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. None of the system components have been pumped for at least two weeks _2 and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not / available with N/A. V . inspected for signs of sewage back-up. The facility or dwelling was The site was inspected for signs of breakout. All system components, excluding the SAS , have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, de material of construction, dimensions, depth of liquid, p / sludge, depth of scum. V The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if di.fferent from owner) were provided with information on the proper maintenance *.of SSDS.' 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B ` SYSTEM INFORMATION ) FLOW CONDITIONS If residential number of bedrooms number of current residents NO garbage grinder, yes or no' *-,S laundry connected to system, yes or no _I 6 seasonal use, yes or no If nonresidential, calculated flow: Water meter readings, if available: G Last date of occupancy GENERAL INFORMATION Pumping records and source of information: No. pumping records, STP AA6 System pumped as part of inspection, yes or no if yes, volume pumped Reason for pumping: Type of system Septic tank/distribution box/soil absorption system _j 'Single cesspool 1/�Overflow cesspool Privy - AIQ Shared system (yes or no) (if yes, attach previous inspection records, if any) ' Other (explain) Approximate age of all components. Date installed, if known. Source of information: AM Sewage odors detected when arriving at the site, yes or no lU SUBSURFACE SEWAGE DISPOSAL SYSTEM I14SPECTION FORM PART B SYSTEM INFORMATION continued ABSORPTION SYSTEM (SAS) ( locate on site plan , if possible ; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present , explain: PC' t, , P:iLS �111a .es leaching chambers and numt;c�r, _ leaching galleries and number- leaching trenches , number , length leaching fields, number, dimensions overfloY, cesspool. , number Comments : (note condition of soil , signs of hydraulic failure, level of ponding, condition of 'v�e�y'e�tatioA, recommendations for maintenance or repairs, etc. ) 2td C e.Ile o_ CESSPOOLS ( locate /on site plan) : I 1 yjl" number and configuration depth-top of liquid t._ inlet invert depth of solids layer 4 -- depth of scum layer dimensions of cesspoc) : mat.ei-ials of c:onstru(:' ." cn .indication of groundwater inflow (cesspool must be pumped as part of inspection) yo Comments : (note condition of so.ii , signs of hydraulic failure, level of ponding, conditio/n �of veget- v iJ o'n r-e.c.�ommendations for maintenance or repairs, etc. ) ---� L. t lr+P �if� — PRIVY : ( locate on site plan) materials of construction 42; dimensions depth of solids Comments : (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION ,FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE L=SPOSAL SYSTEM: include ties to at least two permanent references landmarks. or benchmarks locate all wells within 100 ' DEPTH TO GROUNDWATER depth to groundwater m thoo of determin ion or approximation: AAdJA X1 tez y t 1 U4 12 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) . Abb_ Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? Aktag,Static liquid level in the distribution box above outlet invert? 1u Liquid depth in cesspool <6" below invert or available volume< 1/2 day flow? _ //`Q Required pumping 4 times or more in the last year? number of times pumped At6m Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? l Is any portion of the SAS, cesspool or privy: _ below the high groundwater elevation? _OLD within 50 feet of a surface water? within 100 feet of a surface water supply or tributary to a surface water supply? A within a Zone I of a public well? within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and .privies only, not the SAS) ? within 50 feet of a private water supply well? Q less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water anal, for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. micas._ .3srasirxar�..^`c=�i:�rca.�izTry_.:� TOWN OF Barnstable BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D - CERTIFICATION ..szz�t=itrsr.�rsx:arsrscrtsisacrrs.rs:�..zr•r... -TYPZ OR PRIN7 CLEARLY- PROPERTY INSPECTED STREET ADDRfZS 123 Asa begs Marstons Mills ASSESSORS MAP, BLOCK AND PARCEL # OWNER' s NAME James Austin PART D - CERTIFICATION NAME OF INSPECTOR J P Macomber Jr COMPANY NAME J.P.Macomber & Son Inc. COMPANY ADDRESS Box 66 Centerville Mass . 02632-0066 Street Town or City COMPANY TELEPHONE (508 ) 775 - 3338 state ZIP FAX ( 508 ) 790 _ 1578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposa-1 system at this address and that the information reported is true, accurate , and complete as of the time of inspection . The inspection was recommendations regarding upgrade , maintenance , and repairpareoconsistentand ny with se training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one: XXXX System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in e this form. the FAILURE CRITERIA section of System FAILED* The inspection which I have conducted has found that the system fails to Protect the public health and the environment in accordance with Title 5 , 310 CMR 15 - 303 , and -as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date One copy of this certification must be provided to the OWNER, the BUYER ( where applicable) and the BOARD OF HEALTH. * If the inspection FAILED, the owner or operator shall u pg within one year of the date of the inspection, unless alloweddorthe requiredm . otherwise as provided in 310 CMR 15 . 305 . Parts_! . Water Conservation SAVETips . . ME! CHECK FOR LEAKS Water Loss in Gallons Due to Leaks Leak this Loss Per Day Loss Per Month Size 120 3,600 360 10,800 • 693 20,790 • 1,200 36,000 0 1,920 57,600 3,096 92,880 .0 4,296 128,980 ® 6,640 199,200. 6,984 200,520 8,424 252,720 9,888 296,640 11,324 339,720 0 12,720 381,600 14,952 448,560 Ccmmcnwearn ct mclss=c serfs ExecuTive Office cf EnvironmenTa Aftc„s Department of Environmentai Protection Water Pollution Control Tecnnlccl Asslsrcnce and Training Sections rAW&m F.wew Ga.-Tw Trudy Co:e seaway.EOEA Thomas& Powwo 06/12/95 ATTN: Joseph P. Macomber, Jr. Joseph Macomber and Son PO Box 66 Centerville, MA 02632- Dear Joseph P. Macomber, Jr. , I am pleased to inform you that you have attended training, met the experience qualifications, and have passed the Title 5 System Inspector exam, pursuant to 310 CMR. 15 . 340 . The passing grade for the exam was 39/52 or 75% . This is an official notification that you are a Certified Department of Environmental Protection System Inspector pursuant to 310 CMR 15 . 340 . You will receive a System Inspector certificate at a later date. If you have any futher questions, please write to me at the following address: Kimball Simpson D.E. P. Training Center 50 Route 20 Millbury, MA 01527 Thank you very much for your time and consideration in this matter. Sincerely, Kimball T. Simpson, DEP Training Center Director [2 4 0 5) Route 20 9 Millbury, MA 01527 • FAX 503-755-9253 • Telephone 509-756-7281 VENT -- 97--EXISTING CONTOUR EXISTING CESSPOOLS x 1 3.91 CONSULT WITH OWNER AS x 100.98 EXISTING SPOT GRADE N / CONTRACTOR SHALL PUMP, FENCE 1 TO FINAL LOCATION 97 104.62 x PROPOSED CONTOUR / FILL WITH SAND & ABANDON I m / 0 CBO1Sc W EXISTING WATER SERVICE £ / 103.76 G EXISTING GAS SERVICE a'� / , W S Tj'1 5 ... ....... .. 103.43 RIDGE o j� """ioa,se � �+"•.. TEST PIT TP-2 103.31 BENCHMARK CLUB /�Q4`� LOCUS a 104,65 x 10 9 t Op \ $ r �: LEGEND / Rd` eia s A.s, As "104,31 103,7 m O O :1 O x o• , .. .. :.:.,J 103.36 ' r �i BENCHMARK 103.62 103.17 ti SHED \ I g OUTSIDE COR./BOTT. STEP / \ i x BM EL.=104.02 �olT �ro(o�Q` d 03.76 x to 4.02 103,12 R PROPOSED 103.43 ?;::::; o o SEPTIC TANK DECK W PROPOSED SEWER ` \ CONNECTION I 103.70 sEwER -' `-X, LOCUS MAP SEWER MAY BE CONNECTED " ` i i i ' r\ NOT TO SCALE OUTSIDE DECK PROVIDDD-ZHE EXISTING I . ..PAVE . \ �, PIPE IS EITHER 4' SCH 40� \\ x 1o3.2s HOUSE(#123) I --- PVC OR 4" C.I. PIPE. \\\ �\ T.0.F.=105.4f i DRIVEWAY:~ Z GENERAL NOTES: \ \ l '�'' `" ::::"•i :: °`' :'. 102.5 N 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL CO BOARD OF HEALTH AND THE DESIGN ENGINEER. \ \ 103.84 104.11 x 104.30 \\ \ 103,7� "��!t ".^;M':^'`°" "^``. �1 a 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ \ I p� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: \\ \\ 20 h' .:.._, .•::.':r•" o2,25.Cn -310 CMR 15.405(1)(b): \ \\ \\ 103,24 J \p• 1) A 3' variance to the 3' maximum cover requirement, for up to -; N �- �� _ 6' of max. cover. S.A.S. shall be H-20 and vented. O \ \\ \\ --'� '' ~ .y 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR /_-- i \�c\03.3��\ i {._;,,.V P TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 102,81 x00 0 x 101.1s w \ �,�--- �� \ DESIGN ENGINEER. \\ x lolas ��\ to .zs/ \ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING \ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �1� ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. „ LOT 95 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MBL 0 1 -01 / THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF \ x 101.76 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. x 99.06 0 31,30 ±SF '�'� 7. WATER SUPPLIED BY TOWN WATER SERVICE. �- �� � � / �•:'''\:;., 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 99.72 ;:j\ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE ��. DIRECTED BY THE APPROVING AUTHORITIES. x 1oo.n �� OF Mgss 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY x 99.21 �� \ \�1 ��P� �CyG THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING i CONSTRUCTION. 9e.o2 o PETER T• J 1 \�\ ��\\ };^;` 100.�7 McENTEE 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 1' \ � J ,.,.. cB CIVIL REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). } \ 100.10 100.70 No. 35109 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE op �'£US1E�`� t�C� INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 00, 99.62 CABL BOX �f SIO x 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND L 16 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. \ I r \\ 9i,a x 98.42 R 466.52 P� SET 100.58 `:.�.t i {. a °' 99.92 PROPOSED SEPTIC SYSTEM UPGRADE PLAN HYDRANT° ��/ 99.61 99,04 edge of Pavement ��� 123 ASA MEIGS ROAD, MARSTONS MILLS, MA 98.52 98.78 O A S j] I[Jy Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 r 1 �' Engineering by: SCALE DRAWN JOB. NO. OWNR OF RECORD 1"=30' P.T.M. 174-14 AL� BROWNVILLE, WILLIAM B Engineering Works, Inc. 123 ASA MEIGS ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 6/12/14 P.T.M. 1 Of 2 i or NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:99.3 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER' OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S. � PROVIDE ACCESS TO GRADE OVER OUTLET COVER PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" FENCE -25' �.. INSTALL WATERTIGHT RISER & OF FINISH GRADE FOR INSPECTION PURPOSES 80.g� T.O.F.=105.4t COVER SET TO 6' OF GRADE 55.9' PRpp, S. S. F.G. EL.=103.3t VENT F.G. EL.=104.Of F.G. EL.-103.8t F.G. EL.=103.3t SHED MAINTAIN 2% GRADE (MIN.) OVER S.A.S. now N y�0 L = 24' L = 21' L = 5' N ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) DECK 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" p if to"I 14„ g• 6aa6a66a XIST,. SEWER aaaaaaa l .=102.3f INV.=101.50 48" LIQUID a991% LEVEL ADD - - 4' 4.8' 4' �EX/ST/NG INV.=98.47 PROPOSED INV.=98.30 HOUSE(J123) GAS BAFFLE EFFECTIVE WIDTH = 12.8' INV.=101.25 �� INV.=98.20 T.O.F.=f05.4t IW& AMA A -MR -500 GALLON LEACHING CHAMBERS PROPOSED SEPTIC TANK SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SEWER OUTSIDE H-20 RATED HOUSE AT, OR ABOVE, INV.=102.3 TOP CONC. ELEV.=99.3t BREAKOUT ELEV.=96.7 _ ease SEPTIC LAYOUT NOTES: INV. ELEV.=98.20 ease eases aBa�a 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaa aaa a INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=96.20 4' 2 X 8.5'=17.0' 4' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' MIN. OF NATURALLY OCCURING EFFECTIVE LENGTH = 25.0' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION ®®®® ® ® ®® 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP, EL.=91.2 — �- ®®®®®® ® ®®®® 37" 4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON 3/4" TO t-t/2" DOUBLE � W ®M ®®®® ® ® ®® OUTLET TEE AND REPLACE IF NECESSARY. YERWAS OF STONE CV Z ® 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE (OR DOUBLE WASHED STONE 102" APPROVED FILTER FABRIC) DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: MAY 23, 2014 (REF#14,371) 20" DIA. COVER NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER MCENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH (0.74 GPD/SF LOADING RATE) 103.2 A 0" 103.5 A 0" " DAILY FLOW: 330 GPD SANDY LOAM SANDY LOAM 4 KNOCKOUT DESIGN FLOW: 330 GPD 10YR 4/2 10YR 4/2 102.7 6" 102.8 8" GARBAGE GRINDER: NO B s 500 GALLON CAPACITY, H-20 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM.74 GPD/SF 100.7 C1 10YR 5/8 3 10YR 5/80" 101.0 C1 30" CHAMBERS PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SILT LOAM SILT LOAM N.T.S. PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 10YR 5/3 10YR 5/3 98.2 60" 98.2 64" PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES C2 PERC C2 MARSTONS MILLS, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 62"/74" 123 ASA MEIGS ROAD, SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED. SAND MED. SAND Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 12.8' x 25.0' = 320.0 S.F. 10YR 6/4 10YR 6/4 SCALE DRAWN JOB. NO. i� BOTTOM AREA: Engineering by: 471 .2 S.F. 144" 91.5 144" Engineering Works, Inc. NTS P.T.M. 174-14 TOTAL AREA:.............................................................. 9T.2 g g O. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471 .2 SF) = 348.7 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET(508) 477-5313 2 6/12�14 P.T.M. 2 Of 2