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1211 OST.-W.BARN. RD - Health
`11,211. OStka Vv• �T Marstons Mills A._ 125 038 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Z[ppYication for ]3igpogar *p!6tem (fonotruction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Z 11 0 ,Ar. {ss, . /�,4,�zu (0-o Owner's Name,Address and Tel.No. MI r rl 1 V4 Assessor's Map/Parcel 1 LS 3$ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. I�QWwO Gad--/J� G,1-4G�t 71-i�lt./-aG� :s Type of Building: 34 '/S-Y/ Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building. No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date ( Nu ber of sheets Revision Date Title Size of Septic Tank e Type of S.A.S. 44n Description of Soil GfG Nature of Repairs or Alterations(Answer when applicable) Date last inspected: u 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 Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mizpogar Opgtem Con5truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 must be completed within three years of the date of this permit. Date: Approved by No. Fee W THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppfication for �Dizpo!al *pztem Construction Permit Application for a Permit to Construct( )K)Repair( rupgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 Z\1 0 s T. k�. r ^ z,S, f2 Owner's Name,Address and Tel.No. �.� Assessor's Map/Parcel . Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Gad./)r G4J6i)1 Jf4—v11/—eC_,� 5 • Type.of Building: 3 4 7 'Dwelling 1;�No.of Bedrooms 3 Lot Size Z sq.ft. Garbage Grinder( ) �• Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures `• ��d gallons per day. Calculated daily flow gallons. gs>tgii Flow a g P Y• Y Plan' Date t( 2 0 Number of sheets r Revision Date z+ `' • . Title T�11 �— �2 .; �,•. '+ Size of Septic Tank�yZ, Typeo �� ;t yP2Asi�?25 _— .. Description of Soil �J�21' y b �. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: F . -- 4.� Agreement: Y� Th6undersigned 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 Environ''trtental Code and not to place the system in operation until a Certifi- ; cate of Compliance has been issued by this Board of Health. y<yy Signed Date `"Appli ac_on Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS Z. BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at 3 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector —————— -------------=--- — —No. `" Fee #; THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwizpoal *pgtem Conotruction Permit P., Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 must be completed within three years of the date of this permit. Date: Approved by ` TOWN OF BARNSTABL'E BOARD OF HEALTH ARTICLE II MINIMUM STANDARDS FOR HUMAN HABITATION Date Time: In Out Owner Tenant Address 6 Address P- Complian a Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities M 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal ©d "' ;- 17. Temporary Housing 18. Driveway Width g � l t J 5d L 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION h yt � v TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 1211 Osterville West Barnstable Road Marstons Mills MA 02648 Owner's Name: Susan West&Andrew Mather = =' Owner's Address: Same Date of Inspection: June 21,2006 Job#06-170 � _ Name of Inspector: PATRICK M.O'CONNELL Z; Company Name: SEPTIC INSPECTION SERVICES CO. c 5 Mailing Address: 189 CAMMETT ROAD —� MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 :— 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 and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: g4R0E01111// ——X_ Passes ����� �.•,OF Conditionally Passes �� • •9p'� Needs Further Evaluatio y the Local Appro 'ng Authority :• ��yG P MIC .cn: Fails _ •m Co Inspector's Signature: - Date: 6/21/016 EL The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of V�x}j � SPEG DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,0 b gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments: Tank is not in need of pumping at this time. Leaching system shows no evidence of saturation or backup. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: XX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 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 ND explain: I Page 3 of I 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 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 public health,,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a 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,safety and 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 SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,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,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 1211 Oster-ille West Barnstable Road, Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2C,06 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X_ Backup of sewage into facility or system component due to 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_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 _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. —X— Any portion of 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. [This system passes if the well water analysis, performed at a DEP certified laboratory,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,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this forma _No_(Yes/No)The system fafa=als. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. 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) yes no the system is within 400 feet of a surface drinking water supply the system is within 20C.feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X_ _ Pumping information was provided by the owner,occupant,or Board of Health _X_ Were any of the system components pumped out in the previous two weeks? _X_ _ Has the system received normal flows in the previous two week period _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? _X_ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X_ _ Was the facility or dwelling inspected for signs of sewage back up _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components,excluding the SAS, located on site'? _X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum ? _X_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no _X_ _ Existing information. For example,a plan at the Board of Health. _X_ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms):330 Number of current residents: 5 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): No Water:neter readings, if available(last 2 years usage(gpd)): two years total: 178,000 gal.=243 gpd. Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: Tank pumped 7/04 Source of information: Owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: Compliance date: 8/24/90 Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 BUILDING SEWER: XX (locate on site plan) Depth below grade: 1' Materials of construction:_cast iron _x_40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 1' Material of construction:_X_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 10.5'long x 5.8' wide— 1500 gal. Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 32" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tees are intact and clear,liquid level at bottom of outlet invert Recommend Pumpine every three years to properly maintain system GREASE TRAP: No (locate on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: coincrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm(level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage:into or out of box,etc.): No solids or hieh stains were observed. PUMP CHAMBER: No (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of purnp chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1211 Osterville West Barnstable Road, Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type _leaching pits,number: _X_leaching chambers,number: Four infiltrators _leaching galleries,number: _leaching trenches,number,:length: leaching fields,number,dimensions: _overflow cesspool,number: _innovative/alternative system Type/name of technology: Comments(note condition of soi:,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): No access to interior of infiltrators,probed stone and soils around SAS and found no evidence of saturation.Stone and sods are clean and dry. CESSPOOLS: No (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: No (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): I Page 10 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1211 Osterville West Barnstable Road,Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. Osterville W. Barnstable Rd 2s Water 40 Service 37 22 - b Page I 1 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 1211 Osterville West Barnstable Road, Marstons Mills Owner: Susan West&Andrew Mather Date of Inspection: June 21,2006 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 15 feet Please indicate(check)all methods used to determine the high ground water elevation: _Obtained from system design plans on record- If checked,date of design plan reviewed: _Observed site(abutting property/observation hole within 150 feet of SAS) _Checked with local Board of Health-explain: _Checked with local excavators, installers-(attach documentation) _X_Accessed USGS database-explain: USGS topo map and town GIS You must describe how you established the high ground water elevation: Town groundwater contour map shows water at el.40 and topo map shows property at or above el.60. Nov-25-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P . 01 .DATE: — �� � 1[� FEE• — - ,1t►nx�g t� •!ll \� ►."& REC. BY Town of Barnstable SCIiEU. DATE: -Board of Health 367 Main Street, Ilya= NAA 02601 Otfict: SCS-?90��i5: Sussn G.Ra<k.R.S. FAX: Sunner Kauir.an.M.S F H. Raipt.A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION F-operri Address: 1 Z 11 � S►- h�E S F (�.s..�t�t s-�p,G3� �o I�eY] �Q_S'�.15 �[L Assessor's Map and Parcel Numbcr: �Z'S 3 Size of Lot: -z� ��Zo S•� Wetlands Within 300 Ft. Yes Subdivision tame: No X_ Business Name- APPLICANT CONTACT PERSON Name: DAn►tai.- + MA! r __EL Name: Address: +1 ee,445 _ 6)`�TEj�✓tLL9 Address: 931. ✓'IA%til ST T�^ - Phone: �-kZo - 3'i l 1 Phone: FAX: FAY: 3 z- ' `�S o V aRt ONCE FROM REQkLI ,T.LSZ(Liss FL.,-) REASON FOR VARIANCE(stay a'tach if more sp:;x le.ded) 5. 2 t 114 G) n t r2mc�>e N 5 AA17 ArAt dQ to d•4 tu�-t ►-[M��e�;1 a t_t5 "ham•••1'ct'u;6e comp:'st?:i 51 of�•:e�stc�'-pz'scr.r,.cz:ring variance regaest aFplicat:oni _ Four(4)copies of plan submitted(inc:udine 5e-.tic system Mans and'or restaurant floor plans) I _ ApplicLnt understaids that the abetters :lust be notified by certified mail at least ten da s prior tc=meeting date a:applicant's expense(for T tie V and'or local sewage regulation variances only) Full menu submitted;for grease trap variances Variance request app!icauor.fee collected(,lee:o:kfeQur!rclifi:uiur,znnwh.tra;e uap vu;an a rnew'i:(v ec cwrerieaee or�]ou s!c G,P_4_jY a tvmttSOt:Id3ee OtII„1K vini:rttl w fepiir fiilce It r dupoui ayf_(only.r',e eaptroio•101tie b.ik! 4 l Variance request submitted at least t 5 days prior to meeting date t \'.d R1.4M1'C=APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Ralph Kaufman,M.S.P.H. REASON FCR USAPPROVAL_ Ralph A.Murphy,M.D. let.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape ellgineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. December 22, 1999 Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys Barnstable Board of Health 367 Main Street site planning Hyannis, MA 02601 sewage system Re: Variance request for 1211 Ost.-W. Barnstable Road, Marstons Mills designs Proposed 3 bedroom dwelling Assessors Map 125,Parcel 38 inspections Dear Board Members: permits The attached is a request for variances from Title 5 15.214(1)under 15.005 (Transition Rules). Our client wishes to permit the construction of a 3 bedroom dwelling on a 24919 +/- sf lot at the above-referenced location. The lot resides within a GP District according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available. No other variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3) (isolated lot),the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. The lot is only 5,000 sf below the 30,000 sf required under the regulation for a 3 bedroom dwelling (i.e.,the dwelling would be based on 5 persons occupying the house versus 6 persons under the Title 5 design regulations.) Also, there are 11 acres of undeveloped land to the rear of this property and an open space subdivision across the street from this lot,which would help to mitigate the amount of the nitrogen in the effluent. On behalf of our client, we are requesting a variance from the Title 5 regulation to allow a 3 bedroom house on a 24,919 sf lot within a GP District. The addition of a 3 . bedroom home in this area will not appreciably increase the nitrogen concentration in this area of other 3 bedroom homes. Very truly yours, "j, 4, 0�� Arne H. Ojala, PE, PLS Down Cape Engineering, Inc. cc: D. Farrell ILI tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape enffineehiag ' civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell, P.L.S. Daniel A.Ojala, P.L.S. land court surveys December 22, 1999 Dan Farrell site planning 109 Oakland hills Drive Naples, FL 34113 sewage system designs Re: 1211 Osterville-W. Barnstable Rd. , Marstons Mills Dear Mr. Farrell: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 permits regulation. The variance requested is as follows: Title 5 15.214(1) Nitrogen Loading Limitations: To allow construction of a 3 bedroom dwelling on a 24919 sf lot (to be allowed under 15.005, "Transition Rules".) Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably on January 18, 2000. Please check with the Health Department to confirm exact date and time. N. Sincerely, o544.4� �. 4- Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health fj DutA(f2bQE OOULQ Rost O(6oc Box 900 -- Brc rtcr,MA 02631 N , rneeri C2TwC:Suut4.L1 T ft LLU LLIJ Oi �':1=DYd70ow - a7!n�cnao4 , qM�-•�•�.�-T- L . •`_Y-`T. � _ �' •yM1(RC. .��.•+-ire. ' _ --�tT�NT�LCEVhZiOtz._ • 12R.••n r'�••e�cgDS ,I - I AT.feimn.�aTT . 1 Z' 0 31•. `�V - ALLAL LLLI 11 .1 LULIA / •. ELLI EW J wbaxmm= .1Y0►� sC-t'ooaMta ... _ VOst Office Box 900 Brcrostcr. MA 02631 ! o - u QD • �Y.tiA ' �� � 1,. N _ i1 • DULOU201,71tOCX.W2 . Post ofr=BOX 900 Bncwstcr•MA 02631 Ell I - gAviemm-O►r.� _ 21•Z� - t.4 L V=ILR '• M o r :i r.ra- - a a�• -7•a• I Ur Kt t1 f�' (.. _ f�ININ ---- -?�AMtCP ►�1�T - :r .. - {\/'�/) , 44 `_POD — .` s• ti M a. r A O O V Y ....._ ._ ..._ . ._. ... may- -. . J TOWN OF BARNSTABLE 1� LOCATION YT LAGE •nS ftQVISI ASSESSOR'S MAP & LOT S NAME&PHONE NO On��I SEPTIC TANK CAPACITY LEACHING FACILITY: (type) � s+('� f'a�'roc`S (size) NO.OF BEDROOMS BUILDER ORS WNn 11�25`T afe (Yl /her' J PERMITDATE: DATE: I0(0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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 _ _ __ �-. .� 'r . . �t'©n� ��� TOWN OF BARNSTABLE C,- LOCATIOA a IA 0�(\J tk J `I .LIL�DWAGE # U0—.e—I , � VIl I_AGE�"1C�t ''1�r1� 1' 1 ASSESSOR'S & LOT —© INSTALLER'S NAME&PHONE NO. J• U IQtj I 50" 'Va3 '$899 SEiInC TANK CAPACITY I,50O LEACHING FACILITY: (ty (size) X 3 NO.OF BEDROOMS BUILDER OR OWNS Co r 12 , PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ,R v { r ® • t3 A ® / ,• JC f �. z AX rao.y7idTL27� �ldn� _�, r, Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS ti 3pprication for Ztgaal *pgtem Construction Permit Application for a Permit to Construct(v )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location_ ddre or Lot N . EI'LL �� /l i ner's N e, ddresann G� Assessor's Map/Parcel /dr .7,tv Installef S4.And Tel.No. 3�J'/��5' D ner's Nagle,AddreKand Tel.No. ?&P1-JI � Type of Building: c Dwelling No.of Bedrooms J Lot Size / sq.ft. Garbage Grinder Pv) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date - -60 Number of sheets Revis' n ate Title? - S, �l /n /1!/ 7,k v� i J /�1�/��1,�- Size of Septic Tank ((/Stv Type of S.A.S. y Description of Soil su__ 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisionsJ&e� the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuoard of Health. Signed Date T�� Application Approved by Date �3 -ys, Application Disapproved for th follo ng reasons Permit No. � &$ Date Issued f TOWN OF BARNSTABLE d 11 & LOCATIO Q(\J 1 \4, �1L►'1� 0- ��0 i,AGE # VILLAGE 1CLC�S�Y11n� l ASSESSOR'S & LOT — INSTALLER'S NAME&PHONE NO. / SOV 'Va3 -1819 SEPTIC TANK CAPACITY IJr 00aa LEACHING FACILITY: (ty 1 1-l LT2 l (size) )0 N NO.OF BEDROOMS BUILDER OR OWNE PERMUDATE: COMPLIANCE DATE:-44,`110 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist a 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 s� o . ibfo. i Fee 1,9 ca / �. qft ,.THE COMMONWEALTH OF MASSACHUSETTS 'Entered in computer: Wes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS oIn - 2ppfication for Migpogaf *pgtem Congtruction- Permit Application for a Permit to Construct(r )"Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location 4dd e' d �N 7 Assessor's Map/Parcel /1� 3/� 7LIP. Installe�NsSe, esL tl�an�el.tNo. ' ��J'���/ DgnNa}rCe��dredS Tel.No. � Type of Building: c Dwelling No.of Bedrooms 3 Lot Size C sq. ft. Garbage Grinder QJb) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ! Design Flow 330 gallons per day. Calculated daily flow gallons. Plan 'Date -6Q Number of sheets Revis•on ate Y-7 Ct� Title-rift 5- S,f kI /n f//X7h v) ,��, r 1 rr Allvh&4, _ Size of Septic Tank /.5,W , Type of S.A.S. / cf � Y Description of Soil SCC.,_ 414 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 Ti le 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued thi oard of Health. -7 Signed Date Application Approved by Date cr--3=_ Application Disapproved for th follo, ng reasons Permit No. d Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY.that dr,On-site Sew a Dis osal yste onstructed )Repaired( )Upgraded( ) Abandoned( )by 1 � n ;V �� at 1 / a Iv as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. • e_ ;1/ems_dated Installer Designer n The issuance of this pe 1 of a co strued as a guarantee that t e yst m ill PJC7 fuunction,as/resign Date Ins ector r' o' y . ——————————————————————————————————————— No. Fee d e� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migool *pgtem Congtruction Permit Permission is hereby granted to Construct k)Repair( )Upgrade( )Abandon( ) System located at 6 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 must be completed within three years of the date of this permit. .° Date: Approved by ." +' 1 BK- 12977 , P001S 26022 DEED RESTRICTION WHEREAS MARGARET FARRELL, of 109 Oakland Hills Drive, Naples, Florida 339452 is the owner of Lot 5 (#1211) Osterville West Barnstable Road, Barnstable (Marstons Mills), Barnstable County, Massachusetts (hereinafter referred to as "Property"), and being shown on a plan entitled"Plan of Land in Marstons Mills, Barnstable, Mass for W. R. Ames&J. F. Shields," dated June 20, 1974 and recorded at the Barnstable County Registry of Deeds in Plan Book 286, Page 20. WHEREAS, MARGARET FARRELL as the owner of said lot has greed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; NOW, THEREFORE, MARGARET FARRELL does hereby place the following restriction on her above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. Lot 5 (#1211) Osterville West Barnstable Road, Barnstable (Marston Mills), Barnstable County, Massachusetts may have constructed upon the lot a house containing no more than three (3)bedrooms. MARGARET FARRELL agrees that this shall be a permanent deed restriction affecting the property located on Lot 5 Osterville West Barnstable Road, Barnstable (Marston Mills), Barnstable County, Massachusetts, and being shown on the plan recorded at the Barnstable County Registry of Deeds in Plan Book 286, Page 20. For title reference see deed recorded at the Barnstable County Registry of Deeds at Book 3409, Page 054. WITNESS my hand seal this -.2 day of , 2000. M �FTLL STATE OF FLORIDA 1 . e�ounty - , 2000 Then personally appeared the above named Margaret Farrell and acknowledged the foregoing instrument to be her free act and deed, before me, RUTH F.BAEN MY COMMISSION B CC 675588 EXPIRES:Novomber 4.2001 r p.?g`•' Bonded Thai Notary Public Underwriters ublic: My Commission Expires: Farrell.Restriction Deed 4 I I i of I ; a \. � 3 0 •1 All 00, ti -i :-ti t i -- ---- - ---- --------- -----------= I ! ----------- ---------------------------------------------- --- ----- ------ ---- -,--- ------------ ------------= I II Z � i � 1 PF-�T eLcVAT-IePN - ----- --'- ------------------------------------- I - I i ' I I � E )L II --------------------- =-AFL. 1-1 Dill! ----------------------------------------- - '1 ------------------------------------- 12-144Hr Ft,711,13. it I ---------- ---- ---- ---- -- ------ --------------- --------------- - -- --- ---- ----- -- - ----------------------------------- --------- --- Ll -- ------------ --------------------- ------ ----- --- -------- --------------------- ----------------------- .r. .r.•.r...•fir' ..-- 7-1 Iv IA �•.n�•rr I I � I L- / •• i. is , •>_1 S i AI CG S7LI�II: I�,-. ��_O� � :+2I L' 1 y ! I l I I Mew �¢nC L i E�� c II I c t j _ _fl•ifl � -L ' i{.iliTt i •s J. G01.Ip►'LOofz PLAN i us —j ZOW II I MM Im A-4 00 TOWN OF BARNSTABLE OF TN E Tp� e�Py o OFFICE OF IIAWSTAM : BOARD OF HEALTH NMI& p pp 16g9. 367 MAIN STREET a MAX�'� HYANNIS, MASS.02601 February 8, 2000 Mrs. Sarah Ojala 939 Main Street Yarmouthport, MA 02675 RE: 1211 Osterville-West Barnstable Road, Marstons Mills Dear Mrs. Ojala: You are granted a variance on behalf of your clients Daniel and Margaret Farrell, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 1211 Osterville-West Barnstable Road, Marstons Mills., with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly-worded deed "restriction at the Barnstable County Registry of Deeds limiting the dwelling to three (3) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct three (3) bedrooms on lots of greater than 18,000 square feet in size. This lot is 29,970 square feet. Sincerely yours, r� Susan G. Ra , R.S. Chairperson Board of Health Town of Barnstable farrell T.O.F. AT EI~50.0- LEGEND (B AB L ACCESS COVER WITHIN 6" TO FIN. GRADE /� ACCESS COVER (WATERTIGHT) �So WATER SHUT OFF VALVE L.49.3f / WITHIN 6" TO FIN. GRADE 2" DOUBLE WASHED PEASTOt E Q PROPOSED LOCATION EL49.0 MIN. / 27 SLOPE REQUIRED OVER SYSTEM EXISTING WATER LINE M STON MI MINIMUM .75' OF COVER OVER PRECAST - EL49t - '�t APPROXIMATE LOCATION PROPOSED WATER LINE J 7 PROPOSEp 1•�0 RUN PIPE LEVEL PROPOSED LOCATION moo FOR FIRST 2' CJSo GAS SHUT OFF VALVE Q LOCUS GALLON SEPTIC TO BE LOCATED TANK (H- 10 GAS H-1IL- 0 EL46.95 EXISTING GAS LINE EL46.54 _--F,._._ SHUBAEL N� BAFFLE EL.46.71 00000 0o FLOW LINE o APPROXIMATE LOCATION POND o - �' PROPOSED GAS LINE q� o - . 16" TO BE LOCATED ' t 6" CRUSHED STONE O7 R MECHANICAL --COMPACTION. (15,221 [21) 3.5� O SIDES to _ - 3.3. SIDES ��62 PROPOSED PHONE LINE DEPTH OF FLOW = 4' 3 0 ENDS - 3 O ENDS TO BE LOCATED REQUIRED TEE SIZES: INLET DEPTH = 10" MIN. BELOW FLOW LINE H-20 --_-E` PROPOSED ELECTRIC LINE OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE 14" 14" TO BE LOCATED OUND gong, _ o� 44.45 -- �Q PROPOSED CABLE T.V. LINE POND % MIN. SLOPE) ( . SLOPE) TO BE LOCATED 2 LOCUS MAP (_� MIN. SLOPE) (, 1 7 MIN 3/4" TO 1 1/2" DOUBLE WASHED STONE FOUNDATION 10' SEPTIC TANK 4' D' BOX -2' 9' LEACHING FACILITY --49 - EXISTING CONTOUR SCALE 1" = 1000' � PROPOSED CONTOUR PROFILE 1 ROl' ILE X49J PROPOSED SPOT GRADE ASSESSORS MAP 125, PARCEL 38 (NOT TO SCALE) T1 SOIL TEST HOLE FLOODZONE: C, BARNSTABLE PANEL # 15 6.45' SEE TEST HOLE LOG(S) 7.35' *ZONING DISTRICT: RF & GP FRONT: 30' SIDE: 15' \ REAR: 15' \5.0 *TO BE CONFIRMED BY BUILDING COMMISSIONER N L 0 T 5 9,/�' �`O T 4 BOTTOM OF TH1 EL.38.0 ^ 2 d!Qj� REGRADE AS SY�IONN SEE SOIL LOGS BOTTOM OF TH2 EL37.1 NOTE � 24,919 S F� OS SEE solL Locs 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS \50 �� PRA�'OSED APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 1,500 GAL. SEPAL TANK CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR I EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. PRO"OSED 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. PR61MOSE"0 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. j O'H/GY! CW I A4 7RA7WS H-20 4 4 . DESIGN LOADING FOR ALL PRECAST UNITS 1 W7H J5'6 S7ZWE ALGWG 7HE TO BE ASHTO-H 10. q 3' Or S7CW."AT 7H£ENDS 5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO AND 14" Ow" _,. 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL($). PROPOSED 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 9 ^ 313 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED h DWELLING - N FROM BOARD OF HEALTH. �. T.F.=EL50.0 `4 � �' � 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. \ , o 10. PIPE JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D-BOX FOR LEVELNESS. 49 1p• �� - '�,'.� 4 3' BASEMENT (.- // DEPTH (in.) THI ELEVATION T.5.=EL.42.0 �' Q 43 ;� SEPTIG DESIGN: (cAReACE DisFGSEa IS NGT ALLOWED) 0` 0 A 49.0 0 NUMBER OF BEDROOMS: 3 SANDY LOAM SOIL CLASS: I (SANDS, LOAMY SANDS) DESIGN FLOW: 3 BR x 110 G/D/BR = 330 G/D 10 YR 3 2 PERC RATE: < 2 MPI (5 MPI DESIGN) / 9.3 EOM/N / ' USE A 3310 G/P REQUIRED DESIGN FLOW 8- -UNSUITABLE 48.3 PRESOAK: 11:57:00-12:11:00 224 SEPTIC TANK LOAMY B SA D (24 GAL. < 15 MIN.) 330 G/D (2) = 660 G/D 10 YR 5 8 9": 12:11:00 / USE PROPOSED 1,500 GALLON SEPTIC TANK N T BOTTOM PERC: AT 84" EL.42.0 LEACHINGL 14" O 47.8 GARAGE qg �� 83 // COARSE SAND NO MOTTLING OBSERVED T.S.=EL49.5 SO Q SIDE AREA: 2 x 2' x (9.83'+31') = 163.3 SF 1 YR 6 6 NO WATER OBSERVED 49 (IV �� Q- BOTTOM AREA: 9.83' x 31' = 304.7 SF 2 13Y� OR TIF 38.0 .� ,, SIDES: 163.3 SF + BOTTOM: 304.7 SF DEPTH (in.) TH2 ELEVATION 49.4 ` 98�' TIC 1 ^ // TOITAL: 468 SF 0` O A 48.6 '' PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF = 346.3 G/D O,K. SAND LOAM SOIL CLASS: I (SANDS, LOAMY SANDS) 10 YR 3 2 PERC RATE: < 2 MPI (5 MPI DESIGN) 8' UN ITA 47.9 PRESOAK: 12:20:00-12:34:30 SEPTIC SYSTEM DESIGN DATA 2 A L10 M R 5 8 9": 12:34 30 < 15 MIN.) LOT 6 6�� \\ OR/po0 F O (� 14„ U UITA 47 4 BOTTOM PERC: AT 84" EL.41.6 OARSF SANDNO MOTTLING OBSERVED BENCHMARK 10R 6 6 NO WATER OBSERVED �IT CATCH BASIN 138 37.1 DATE: 11/16/99 \\\� 0`\\\� E�. 50. 74 KEY STRATIFIED: STRATIFIED {,c SILT LOAM ENGINEER: MICHAE(DOWN CAPE LS. ARIA, SE ENGINEERING) f7 /co, STARTING ® 72 TO 132' WITNESS: DONNA MIORANDI ASSUMED EXCAVATOR: BORTOLOTTI CONSTRUCTION TEST HOLE LOGS NOT TO SCALE SITE PLAN p � '' TITLE 5 SITE PLAN I � d' j/ � VARIANCE REQUESTED: SCALE: 1 =20 /� // 15.214(1): TO ALLOW 3 BEDROOM DWELLING off. 508-362-4541 ON 24,919 SF LOT IN ZONE u. OF LAND IN fax 508-362-9880 /� /�� MARSTONS MILLS , MA down cape engineering, inc. o of M PREPARED FOR DAN & MARGARET FARRELL � " °� LOCATED AT 1211 OSTERVILLE - WEST BARNSTABLE ROAD CIVIL ENGINEERS �� ARJALNE `sue A E MARSTONS MILLS, MA 02648 LAND SURVEYORS CIVIL OJALA j ;H. �d No. 7e2 No. 2e`48 SCALE: 1 =20 DATE: 11 -29-99 BOARD OF HEALTH A r REVISED: 939 main st. yarmouth, ma 02675 - °F �Fc R`�° `�� �( "E�� / ZSO� �s ' ..-._ 1°-��� 20 0 20 40 60 Feet MA-- 997781APPROVED DATE DATE ARNE H. OJALA, P.E., P.L.S. i - AT EL50.0LEGEND (B AB L ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) 3So WATER SHUT OFF VALVE WITHIN 6" TO FIN. GRADE 2" DOUBLE WASHED PEASTONF O PROPOSED LOCATION L49.3t EL_49.0 MIN. 2% SLOPE REQUIRED OVER SYSTEM EXISTING WATER LINE M STON MI " MINIMUM .75' OF COVER OVER PRECAST - L'49# '" --- APPROXIMATE LOCATION Poe° PROPOSED WATER LINE RUN PIPE PROPOSED LOCATION s PROPOSED 1,500 FOR FIRST 2' I r s Qo2 LOCUS GALLON SEPTIC � �Oo GAS SHUT OFF VALVE TO BE LOCATED \46.,39 EL46.55TANK (H- 10 GAS �EL.446.14' �� EXISTING GAS LINE SHUBAELBAFFLE EL.48.3AH-10 G � ao FLOW UNE o APPROXIMATE LOCATION POND a o ' o ts" PROPOSED GAS LINE t 6" CRUSHED STONE OR MECHANICAL TO BE LOCATED �S DEPTH OF FLOW = 4' �--COMPACTION. (15.221 (21) 3 3' ® ENDS 10 3 3' O ENDS EL45.22' -�.�, PROPOSED PHONE LINE TO BE LOCATED REQUIRED TEE SIZES: INLET DEPTH = 10" MIN. BELOW FLOW LINE H-20 --„ PROPOSED ELECTRIC LINE OUTLET DEPTH - 14" MIN. BELOW THE FLOW LINE 14" 14" TO BE LOCATED OUND EL44 . . O B LOCATED TOO LE T.V. LINE POND �/� ( MIN. SLOPE) ( 2 % MIN. SLOPE) ( MIN. SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE LOCUS MAP FOUNDATION 18' SEPTIC TANK 4' D' BOX -2' 9' LEACHING FACILITY -49- EXISTING CONTOUR SCALE 1" = 1000' PROPOSED CONTOUR SYSTEM PROFILE PROPOSED SPOT GRADE ASSESSORS MAP 125, PARCEL 38 (NOT TO SCALE) TH1 SOIL TEST HOLE FLOODZONE: C, BARNSTABLE PANEL # 15 6.05 SEE TEST HOLE LOG(S) 6.95' *ZONING DISTRICT: RF & GP FRONT: 30' SIDE: 15' REAR: 15' So *TO BE CONFIRMED BY BUILDING COMMISSIONER N LOT 4 BOTTOM OF TH1 EL38.0 LOT 5 �O SEE SOIL LOGS BOTTOM OF TH2 EL37.1 NOTES: -/ 2 4,919 S r SEE SOIL LOGS 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS \S0I' g PRA�S£D APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING ^'� 1,500 CAL. SEPTIC TANK CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR (, EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. ORB 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. l°RA�A�D 3. ELEVATION ASSUMED FROM QUAD. $AIL-ABSWPAAV SYSTEM 4. DESIGN LOADING FOR ALL PRECAST UNITS 4 HI&Y CAP.4arY/N.A&7RA7tWS H--20% TO BE AASHTO-H 10.W7H J5' AF�S"t Vf ALAVC 7N£SYUIES X 6F"S76WE A 7N£&-NOS --r 5 THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO AND 14'CF S74W B£LO)Y. BE USED FOR ANY OTHER PURPOSE. . s 6. ALL SEPTIC PIPING SCH-40-4" PVC,-.,UNLESS NOTED. ` 7. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / PROP. 3 BR / �r INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED d ti FROM BOARD OF HEALTH. DECK DWELLING / �`� 8. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, 9. PIPE JOINTS TO BE MADE WATERTIGHT. TF 50.0' v? / 4 0 10. WATER TEST D-BOX FOR LEVELNESS. 49�` DEPTH (in.) TH1 ELEVATION SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) Ow A � NUMBER OF BEDROOMS: 3 49.0 / SAND LOAM SOIL CLASS: I (SANDS, LOAMY SANDS) i 25, �. O DESIGN FLOW: 3 BR x 110 G D/BR = 330 G/D 10 YR 3 PERC RATE: < 2 MPI (5 MPI DESIGN) ���- USE A 330 G/P REQUIRED DESIGN FLAW 8■ UNSUITABLE 48.3 PRESOAK: 11:57:00-12:11:00 SEPTIC TANK: (24 GAL. < 15 MIN.) LOAMY 330 G/D (2) = 660 G/D SA D w , 10 YR 5 8 9": 12:11:00 / USE PROPOSED 1,500 GALLON SEPTIC TANK ITA BOTTOM PERC: AT 84" EL.42.0 g 983. LEACHING: 14 47.$ GAR ICOARSE SANC NO MOTTLING OBSERVED Sp ''O SIDE AREA: 2 x 2' x (9.83'+31') = 163.3 SF 10 YR 6 6 NO WATER OBSERVED ' BOTTOM AREA: 9.83' x 31' = 304.7 SF 132" TWO 38.0 2 0 SIDES: 163.3 SF + BOTTOM: 304.7 SF DEPTH (in.) TH2 ELEVATION �� TH 1 �/ TOTAL: 468 SF 0 0 A 48.6 F �/ �� PROPOSED CAPACITY: 468 SF x 0.74 G/D/SF 346.3 G/D O.K. SAND LOAM SOIL CLASS: I (SANDS, LOAMY SANDS) � 10 YR 3 2 PERC RATE: < 2 MPI (5 MPI DESIGN) • N IT PRESOAK: 12 20:00-12:34:30 �26 _- CO Q� �q SEPTIC SYSTEM DESIGN DATA $ B 47.9 (24 GAL. < 15 MIN.) LOT 6 O LOAMY 5 8 9": 12:34:30 �J a i r� F / 0 14w T 47 4 BOTTOM PERC; AT 84" EL.41.6 fs / (V OARS SANDNO MOTTLING OBSERVED � �� BENCHMARK 10 YAR TIFI 6 6 NO WATER OBSER�j CATCH BASIN 13$" 37.1 DATE: /` 0 9 I KEY STRATIFIED: STRATIFIED LAYERS ENGINEER: MICHAEL S. FARIA, SE EL.5O. 74 COARSE SAND 4c SILT LOAM (DOWN CAPE ENGINEERING) STARTING ® 72 TO 132 WITNESS: DONNA MIORANDI `V ASSUMED EXCAVATOR: BORTOLOTTI CONSTRUCTION TEST HOLE LOGS << // NOT TO SCALE 0) SITE PLAN I ,; TITLE 5 SITE PLAN VARIANCE REQUESTED: SCALE: 1 „=20' /� �O /j 15.214(1): TO ALLOW 3 BEDROOM DWELLING off. 508-362-4541 `' ON 24,919 SF LOT IN ZONE If. OF LAND IN fax 508-362-9880 �- MARSTONS MILLS , MA down cape engineering, Inc. o pH 0f 4f. PREPARED FOR MARKWOOD CORP. �P��N Of Mq�� �`,y��ARNE H. CIVIL ENGINEERS J9.G LOCATED AT 1211 OSTERVILLE - WEST BARNSTABLE ROAD o�� ARNE yr��. o OJALA �, MARSTONS MILLS, MA 02648 LAND SURVEYORS H. .� CIVIL , oJALA No, 30792 SCALE: 1 =20 DATE: 11 -29-99 BOARD OF HEALTH 10 No.2s3aa �yoQ A�of F£61STfR�p REV. 4/7/00 (HSE) 939 main st. yarmouth, ma 02675 �ss�9fcslfa`�' �SsroNAL MA o` 20 0 20 40 60 Feet g -328 APPROVED DATE DATE ARNE H. OJALA, P.E., P.L.S.