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HomeMy WebLinkAbout0008 MARASPIN ROAD - Health 125 BRAGGS LANE a- BARNSTA3LE No. �� �-� Fee S� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 0(ppYtcatton for ]igpool *p' ztem Congtructton permit Application for a Permit to Construct( )Repair( )Upgrade(V)Abandon( ) Zcomplete System ❑Individual Components Location Address or Lot No. I�5`��� � /j�, Owner's Name,Address and Tel.No. Assessor's Map/Parcel /1ns 11e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Sizesq.ft. Garbage Grinder( ) Other Type of Building een&o. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow_ _gallons per day. Calculated daily flow gallons. Plan Date / e, Number of sheets /' Revision Date Title s hj,*al�z g9, ao. s/-eyj� �/f , Size of Septic Tank / Chi ' Type of S.A.S. 6 `G41'1� Z�r 3A0 Description of Soil Y Z Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issued by this Boa xd of y /�/ Signed _ Date �l Application Approved by Date 14AZO Application Disapproved for the following reasonskf Permit No. 74y I Z®Z Date Issued t TOWN OF B'ARNSTABLE i LOCATION ":Z2 51 s '� SEWAGE #" ��--20 Z V II LAGE_l� , `hS7 � ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY c� ; LEACHING FACILITY: (type) A-c 334? (size) `� -X2 X � NO.OF BEDROOMS BUILDER OR OWNER�%.9rrA�7 — COfJ 1 �/.-Z 7 71 — � � COMPLIANCE;DATE: , Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet j Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) ' /v Feet . Edge"of.Wetland and Leaching Facility(If any wetlands exist /within 300 feet of leaching facility) �v Feet Furnished.bY a �t 'L x . 2W -0 7 3 No. /. ' Z C) 1 Fee r V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes p� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ZIpprication for Migpogar *pgtem Congtructiou Permit Application for a Permit to Construct( )Repair( )Upgrade(V)Abandon( ) L9'Complete System ❑Individual Components Location Address or Lot No. Z 5 ��ay�y /h Owner's Name,Address an d Tel.No. Assessor'sMap/Parcel �/ l7J�'��✓/G �G '/����� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A0r7 L,0ZO, Cogs 7 7/-93T Type of Building: Dwelling No.of Bedrooms Lot Size Z SrCJ�sq.ft. Garbage Grinder( ) Other Type of Building �A1C4 To.of Persons Showers( ) (/1 5//� ) Other Fixtures Design Flow / gallons per day. Calculated daily flow 41�V gallons. 1 Plan Date / a Number of sheets : '/ Revision Date Title sAYIf)wlry Size of Septic Tank /ram© Type of S.A.S. 4-///7eG 33D Description of Soil ia�JllY99, �S AV ly r , Nature of Repairs or Alterations(Answer when applicable) I 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 Certifi- cate of Compliance has been issued by this Bo of Signed Date Application Approved by Date �I Application Disapproved for the following reasons Permit No. "i0'0 (- Z 0 Z Date Issued- 4 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT,, that t�jeOn-s'te Sewage Disposal System Constructed( )Repaired( )Upgraded(t/< Abandoned( )by 0�// at / 17 5— 110' . has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 7&0 /- Z-dated Ll Y—7,001 . Installer Designer The issuance of this permit shall not be construed as a guarantee that the syste 1 fun tien s desig.led. Date 2-7 IDD/ Inspector No. C y Fee 7 " •'"�^ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migogal *pgtem Construction Permit Permission is hereby granted to Construct( )Re ir( )Upgrade(Abandon( ) System located at Z 5- C>6V41 3- ��a J and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mus be completed within three years of the date of this permit. Date: Y V1.01 / �0 tJ Approved by 1` � /iz a r t `} 0 COMMONWEALTH OF MASACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAI AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONU'WINTER STREET BOSTON MA 02108(617)292-3500 TRUDY COXE s Secretary ARGEO PAUL CELLUCCI s; DAVID B.STRUHS Governor Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION M Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 1 \ Name of Owner KATHRYN MCINERNEY CIO JOHN HAYES Address of Owner: 12 GILMAN TERRACE SOMMERVILLE MA.02145 Date of Inspection: 9/18/00 ' Name of Inspector: JOHN GRACI 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: SEPTIC INSPECTIONS Mailing Address: P.O..BOX 2119 TEATICKET,MA.02536 Telephone Number: 508-564-6813 FAX 508-564-7270 CERTIFICATION STATEMENT ° I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate 11 and complete as of the time of inspection.iThe inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: _ Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority X Fails Inspector's Signature: Date:9/18/00 The System Inspector shall stimit a copy of this inspection.report to the Approving Authority(Board of Health or DEP)within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS "The inspection is based on criteria defined in Title V code 310 CMR 15.303.My findings are of how the system is performing at the time of inspection.M� inspection does not imply any warranty or guarantee of the longevity of the septic system and any of its component's useful life." THE SYSTEM FAILS TITLE V INSPECTION.THE SYSTEM CONSISTS OF A SINGLE CESSPOOL AND THE TOWN OF BARNSTABLE DOES NOT ACCEPT SINGLE CESSPOOL CONFIGURATIONS. t 14E,,,ff • 9g.f revised 9/2/98 Paae 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00 INSPECTION SUMMARY: Check A, B, C, Or D: A. SYSTEM PASSES: I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are indicated below. B. SYSTEM CONDITIONALLY PASSES: a One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion o the replacement or repair,as approved by the Board.of Health,will pass. Indicate yes,no,or not determined(Y,N:or ND).Describe basis of determination in all instances. If"not determined",explain why not. n1a The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the ti�: septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. nla Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)o due to a broken, 'settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed . distribution box is levelled or replaced n/a The system required pumping more than four times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced _obstruction is removed y , is tt revised 9/2/98 Paae 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18100 C. FURTHER EVALUATION IS REQUIRED BY,THE BOARD OF HEALTH: Conditions exist which require'further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)THAT THE SYSTEM I: NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 1 Cesspool or privy is within 50 feet of surface water Cesspool or privy is within,50.feet of a bordering vegetated wetland or a salt marsh. 2)' SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER.IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH.AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system,and the SAS is within a Zone I of a public water supply well. _ The system has aiseptic tank;and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,Method used to determine distance nLa (approximation not valid). r 3) OTHER n/a +_ . 1 rsp , M revised 9/2/98 Paoe 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: X I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No X Backup of sewage into facility or system component due to an overloaded or clogged-SAS or cesspool. X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is.less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped n1a. X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water,supply. X Any portion of a cesspool or privy is within a Zone 1 of a public well. X Any portion of a cesspool or privy is,within 50 feet of a private water supply well, X Any portion of a cesspool or privy is 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 analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because"one or more of the following conditions exist: 5 Yes No X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply s, n X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 11 of a public water supply well) vy The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of, the Department for further information. ; revised 9l2/98 Page 4 of 11 , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner: KATHRYN MCINERNEY C/OJOHN HAYES Date of Inspection: 9/18/00 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: t Yes No °` y X _ Pumping information was'provided by the owner,occupant,or Board of Health.'. X None of the system components have been pumped for at least'two weeks 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. ' _ X As built plans have been obtained and examined.Note if they are not available with N/A. X The facility or dwelling was inspected for signs of sewage back-up: X _ The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout. , X All system components,excluding the Soil Absorption System,have been located on the site.,,, X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X Existing information, For example,Plan at B4O,H; X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)1 5.302(3)(b)] X The facility owner(and occupants, if different from owner)were provided with;information on the proper maintenance of SubSurface Disposal Systems. y ... -I- revised.9/2/98 Pane 5 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00 FLOW CONDITIONS s r RESIDENTIAL Design flow: 110 g.p.d./bedroom Number of bedrooms(design): 2 Number of bedrooms(actual):n/a Total DESIGN flow: 220 gpd Number of current residents:0 Garbage grinder(yes or no): NO Laundry(separate system)(yes or no): NO If yes,separate inspection required " Laundry system inspected(yes or no): NO Seasonal use(yes or no): YES Water meter readings,if available(last.two year's usage): n/a gpd Sump Pump(yes or no): NO Last date of occupancy: n/a COMMERCIAL/INDUSTRIAL Type of establishment: n/a Design flow: n/a gpd(Based on 15.203) " Basis of design flow: n/a Grease trap present: (yes or no): NO Industrial Waste Holding Tank present: (yes or no): NO Non-sanitary waste discharged to the Title 5 system:(yes or no): NO Water meter readings.if available: n/a Last date of occupancy:n/a 5 OTHER: (Describe) n/a GENERAL INFORMATION PUMPING RECORDS and source of information: n/a System pumped as part of inspection:(yes or no): NO If yes,volume pumped n/a gallons Reason for pumping:n/a TYPE OF SYSTEM _ Septic tank/distribution box/soil absorption system X Single cesspool X Overflow cesspool _ Privy _ Shared system(yes or no)(if yes.attach previous inspection records,if any) _ I/A Technology etc.Attach copy of up tddate operation and maintenance contract _ Tight Tank Copy of DEP Approval Other:n/a APPROXIMATE AGE of all components,date installed(if known)and source of information: THE SYSTEM IS 25 YEARS OLD. Sewage odors detected when arriving at the site: (yes or no): NO SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �> revised 9/2/98 Paoe 6 of 11 PART C SYSTEM INFORMATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00,. BUILDING SEWER:X (Locate on site plan) • Depth below grade: 30" Material of construction: _ cast iron _ 40 Pvc X other(explain) Distance from private water supply well or suction line: n/a Diameter: n/a Comments: (condition of joints,venting,evidence of leakage,etc.) THERE IS TOWN WATER SEPTIC TANK: (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_ Fiberglass_ Polyethylene_ other explain: n/a If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO Age: n/a Dimensions: n/a Sludge depth: n/a Distance from top of sludge to bottom of outlet tee or baffle: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a How dimensions were determined: n/a, Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) is n/a GREASE TRAP: _ (locate on site plan) Depth below grade: nla y Material of construction: _concrete_,metal_ Fiberglass _ Polyethylene_other Explain: n/a Dimensions: n/a Scum thickness: n/a s Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle •n/a Date of last pumping: n/a . Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) nla r 4{ ` revised 9/2/98 Paoe 7 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(cont;nued) e Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00 TIGHT OR HOLDING TANK: (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_Fiberglass _Polyethylene _other Explain: n/a Dimensions: n/a Capacity: n/a gallons Design flow: n/a gallons/day Alarm present: NO Alarm level: N/A Alarm in working order: NO Date of previous pumping: n/a Comments: (condition of inlet tee,condition of alarm and float switches,etc.) nla DISTRIBUTION BOX:_ (locate on site plan) I Depth of liquid level above outlet invert: n/a Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) n/a PUMP CHAMBER: _ (locate on site plan) Pumps in working order:(Yes or No): NO Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) n/a revised 9/2/98 Paae 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES _ Date of Inspection: 9/18/00 SOIL ABSORPTION SYSTEM(SAS): _ (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) If not located,explain: n/a Type. leaching pits,number:(n/a)n/a leaching chambers,number: (n/a)n/a leaching galleries, number: (n/a)n/a leaching trenches,number,length:'(n/a)n/a leaching fields,number,dimensions: (n/a)n/a overflow cesspool, number: (n/a)n/a Alternative system: n/a Name of Technology: n/a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) n/a « ' CESSPOOLS: X_ (locate on site plan) Number and configuration: 1 Depth-top of liquid to inlet invert: nla Depth of solids layer: n/a Depth of scum layer. n/a ;{ Dimensions of cesspool: 6'X 6 , Materials of construction: BLOCK `. Indication of groundwater: n/a inflow(cesspool must be pumped as part of inspection)NO Comments: S (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) THE CESSPOOL DOES NOT MEET TOWN OF BARNSTABLE TITLE V CODE.THE CESSPOOL ALSO SHOWS SIGNS OF BEING IN HYDRAULIC FAILURE.THERE ARE STAIN LINES OVER PIPE. PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: nla Depth of solids: n/a Comments: (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) n/a t f♦ ~ - revised 9/2198 7` Paoe 9 of 11 „ t '3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18/00 SKETCH OF SEWAGE DISPOSAL SYSTEM: , include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) �z revised 9/2/98 Paae 10 of 11 I . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) N Property Address: 125 BRAGGS LANE BARNSTABLE, MA 02630 Name of Owner KATHRYN MCINERNEY C/O JOHN HAYES Date of Inspection: 9/18100 NRCS Report name: n/a Soil Type: n/a Typical depth to groundwater:'n/a USGS Date website visited: n/a Observation Wells checked: NO Groundwater depth: Shallow_ Moderate_ Deep_ SITE EXAM _ Slope , _ Surface water _ Check Cellar _ Shallow wells Estimated Depth to Groundwater 12 Feet+ Please indicate all the methods used to determine"High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property,observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health ' Checked FEMA Maps Checked pumping records Checked local excavators,'installers X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) USGS MAPS AND CHARTS-12+FEET ' _ r revised 9/2/98' f„E Paoe 11 of 11 IN ST 'ASSESSORS Design Schedule 3' 9 ELEVATION �eClChln Area Requirements 9 q MAP 299 PARCEL 73 = h T � OP OF FOUNDATION EXISTING 68.18 _. RF-2 & AP �a LOCUS 4 BEDROOMS AT 110 GPD BEER = ' o FINISHED BASEMENT FLOOR- EXISTING / o0M 440 GPD moo M _ _ MINIM p FINISHED GARAGE F MINIMUMS RD w E FLOOR EXISTING ADDITIONA L 50% FOR GARBAGE DISPOSAL __NA__ FRONTAGE = 20 SEWER INVERT AT FOUNDATIO4 EXISTING 65.2 — WIDT H 150 N SEWER INVERT INTO SEPTIC TANK PERC RATE = 2 _ 64.50 —_ MIN. / INCH (CLASS 1 ) FRONT SETBACK = 30 _ SEWER INVERT OUT OF SEPTIC TANK 64.25 SIDE SETBACKS = '15' G� w LTAR = -- �P� SEWER INVERT INTO DISTRIBUTION BOX 63.97 0.74 GPD/S.F REAR SETBACK 15' 0 ac o SEWER INVERT OUT OF DISTRIBUTION BOX 63.80 � - MIN. LEACHING AREA OF S.A.S. SEWER INVERT INTO LEACHING 'SYSTEM 63.6 R� 0 z BOTTOM OF, LEACHING TRENCH 61.60 440 GPD 0.74 GPD S.F. = 59 NEW Y WATER TABLE / / 5 SF MIN. j ORK, NEW y - 0 3 -a o _ 53.1 PR OPOSED SYSTEM AVEN & y � a � ARTFORD RAILROAD „ . 458•GPD WITH LEACHING AREA OF 619 SF,LOCUS MAP N.T.S. A=136. — GENERAL NOTES ALL SYSTEM COMPONENTS-SHALL BE INSTALLED S LLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DA TED TED MARCH 31 1-.. 995 & ANY LOCAL RULES APPLICABLE. "l.' _ .. A�2Q"$3- ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE DESIGNING ENGINEER. F t Y, ! WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE ENGINEER & 'BOARD OF HEALTH AGENT FOR INSPECTION. PROPOSED ; 1 _.. FOUNDATION ELEVATION/ 500 GAL ,I MUST BE CHECKED WHEN COMPLETED. TANK EXCAVATE ALL UNSUITABLE TP { ! THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN APPROVAL O i BY THE DESIGNING ENGINEER. SOIL 5 AROUND LEACHING I i � .; t 1 AREA & REPLACE WITH CLEAN FILL PER 310 CMR 15.255 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCHEDULE 40. 5'. t EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING THE r�; LEACHING FIELD FOR A DISTANCE OF 5', PER 310 CMR 15.255. I - I '• `-t ',�, , ,� t`. ` ' EXISTING CESSPOOLS TO BE PUMPED, LIDS DEMOLISHED AND FILLED WITH CLEAN SAND, OR REMOVED. I 120'MIN GPD Vp DATUM: NGVD q PROJECT BENCHMARK PK ELEV 65.59 4, .: M►I� ti -, z — FLOOD ZONES X F.LR.M. PANEL 250001 0005 C r_ MASS. G.I.S. MAPS: NOV. '2000 < r° LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND Z R ,.1 \w \ « '•. ; 12' SHOULD BE VERIFIED <c, \ ED IN THE FIELD BY THE APPROPRIATE :f 20 +�5 UTILITY COMPANY PRIOR TO ANY,I CONSTRUCTION. FINISHED GRADE p., 2 r- \ \ \ \ I _ ,, \\ \\ \\ \\ \ \ \ \ \ \ 36 MAX. 12 MIN. /\, \ZVI //\�/ // COMPACTED FILL ...................... ..:............... n :t PEASTONE d r QQ ,, r e: . 30.5 d 3 4" TO 1' I ; o I � � I O. / 1 2 o :> TOTAL LOT AREA d ° .. 2 I DOUBLE 2565.E S J ' ,;'_,., - � .t ; � ° a d• ° WASHED STONE.., _ E : I 0.52 ACRES ; - x S E C'II O N N 0 SCALE >' ` ,, i , g : BENCHMARK r.. ..�: p { j 7 i ,. , e T T T-fT T; rl T1.T1 lY T T 1 T-%/Y T1 �. : K NAIL �,'v i biiUtlHl�l7L1Z c3c3V x EL. 65.59 r , L PIPES TO BE S f CHEDULE 40 PVC r r b A-4 29 o 0 99 , 1 A : .o.p -•� , .INROAD (40 /Aloo, TE WAS Estate of Kath McInerney � 12 , 5 Braggs Lane - B r a nstabie, Massachusetts j PREPARED FOR ; Ha t dd eton & Lahti BAXTER NYE & HOLM iGREN INC.ETC •0s9 DATE.DEC.28 26�0 TITL E LE GIIVEER. BOARD OF ■ HEALTH AGENT. TYPICAL SYSTEM PROFILE Sancta Dis osa System Repair FINISHED GRADE = EXISTING OHNK.KUCflNSIU GLENHrARRINGTON P t3 TEST PIT 1 T ' NOT TO SCALE - EST. PIT 2 EXIST. TOP OF G.S.E. - 67.9 G.S.E. = 64.E FOUND. = 68.18' < o BAXTER, NYE & HOLMGREN INC. • i o ° FINISHED GRADE OVER. TANK = f66 h ,•:_. FINISHED ;, A FILL Registered Professional GRADE OVER D. BOX = 167 SANDY LOAM _ •. 8"MIN. I FINISHED GRADE E ` 1 o YR 4 2 Engineers and Land Surveyors (miOVER LEACHING TRENCH = t66, / 8 48 812 Maui Street, Osterville MA R .. : 4 SCED: 40 PVC _...'.... ..:' . . .. • . . •—__. 02655 i (TYPICAL) FIRST 2' TO 4 SCED. 40 PVC ( BE LEVEL B A(min.) _ Phone- (508 428-9131 Fax - 508 428-3 SANDY LOAM ( 7SO 9 min Cover � SANDY LOAM 36 max Cover :. . • 10" PVC or _ `'. OL_2 min � ) f ...:':' �• CI TEES ., 10YR66 / „ 10 YR 4/2 FINISHED � � GAS BAFFLE :... 6" SUMP —» ,• CONSTRUCT ACCESS 4 SCED. 40 PVC 21 60 BASEMENT -. •.:. MANHOLE OVER INLET • ,> ,� " 2 Layer 1/8,to 1 2 TO TANK TO AT LEAST / t . ... Peastone B ��,C WITHIN 6 FINISH GRA " LEACHING CHAMBERS �`� `$'9 2O /�� o " 0 20 40 REINFORCED CONCR 6 CRUSHED • SANDY LOAM SANDY LOAM r y ST PFlEN;:. .:. ... ... S70NE Slope 0.005 (min g 10YR56 FOOTING .;:... . ` .�. �_ .• � . ..'.; 1 .' 32 SCALE IN FEET O O • O O • O� 9 PVC O 0 O O O O O O O O O • O O _ _ C2 - a ti SCALE.1 =20 C G DATE. 01 16 2001 O O O O O O O O O O O O ' FINE SAND FINE TO VERY FINE SAND oi,RL E Born M 2.5 YR `7 3 �� REV, DATE.O ELEV. s1.s / 2.5 YR 7/3 REMARKS 125 138 �► /C( ` I , NO WATER ENCOUNTERED I OUNTERED NO WATER s 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 'S, IN _ 0 M : O BE INSTALLED ON A LEVEL STABLE BASE T y 0 BE INSTALLED ON A LEVEL STABLE BASE : SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY. . 7 OUTLETS REQUIRED 0 No Groundwater Observed ® EL 53.1 . DRAWING NUMBER RERC @ 72' RATE <2 MIN IN. 2000, 2000 , 106 surve worksht 2000106se .dw JOB 2000- 1 06 i _n .