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0093 OCEAN AVENUE - Health
93 Ocean Avenue Centerville A = 226 074 i S' UPC 10259 ' NO.H... 1�630R LOCUsti� a A•- iE.m.. / A / LOCUS MAP NOT i0 SCALE , AM S P J R MAP 726 PARCEL .d REFUR MD0. / +CRAIAtS �4&�OP'ER 10 u 00'r EAISMC , ••_�... �SLL I,irJN Cpvlq / r IY PAcerocoAu es�nM SLOE AnTAN _ . / tt ALL 0 NOTES + TIE E ONE S..0A1r 4EREO4:.R;111E IC''11T - .— CF AN JY G-OJ D SJ4vF1 PEPFOF.MED W,OO-CAPE P-j-t Title —_ �N E INEEPI .. / a3• ^E'v a.> .'r ' t.. I ALL •1L :5'�`.A._2E.'E 4:r1.t'AN' MARKED FR10R TO D/ISCIJII J L EGWB WREVOtW ,fi r��� { ANrE,: Residence %/ °RO'LAq N1NAT£YAIpryALS \, —. . - A ZONING SUMMARY 93 "Ai i Ocean 2 � �/y� 2ONIN.'r E•S P.•,.kE� Nl MG INICi . .. _ ���/ 49 F 1' ,•L"') �, G'N LOT A venue (PR0.•gy0 4/ +c:e•aa Km T][:Pocn'.� o- • f W An4 BE1CM Ph�J3D,51 1 I •I -� P e 4 A - � I na?as-ELwxAZ eus,u+c 1 � I vre o a.r' � g BesrrE7.rot�uula REYn.E �� B EV;,�E 9/xKEN pxCAEtt AM - i ITONE I Na41 SLRFAQ fi& — <c 1 SiWE Ai tB"-,]"BEEW lOP 6' � � �• TIMOTHY DRISCOLL /srwE FocxcAna + J// BENCHMARK: USE TOP OF FOUNDATION ( C AT ELEVATION 7.7 HERE �je s•. ry - A.AL wisrA ha rile r:.. _ x. Wetlands - Permit plan+ J��„ -:PROPOSFA lAM1T.IWF BEFY � �1.Y11©MIH PRIe£I NEBCF .� /lid • _ �I _, _ YARD DRAB ;AREA DETAIL •,lelle:� __ Z/Z/6y _- Commonwealth Of Massachusetts Executive Office Of Environmental Affairs Department Of Environmental Protection TITLE 5 Official Inspection Form -Not For Voluntary Assessments Subsurface Sewage Disposal System Form Part A Certification Property Address: 93 Ocean Ave.Centerville Ma.02632 Owners Name:Tim Driscoll —•��' Owners Address:345 Union St.Charlestown Ma.02129 Date of Inspection: 8/29/2006 90 Name of Inspector(please print)Sean M.Jones Company Name: S.M.Jones Title V Septic Inspection Mailing Address:74 Beldan Ln. Centerville Ma.02632 Telephone Number:508-778.4597 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: X Passes Conditionally Passes Needs further evaluation by the Local Approving Authority Fails Inspectors Signature Date: Y 3v. a? The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 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: Septic system which was installed 12/2002 was granted variances regarding setbacks.Please see attached. ****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 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(cowwuw) Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner:Tim Driscoll Date of Inspection: 8/29/2006 Inspection Summary:Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: X 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:N/A 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 the 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 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: OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(cowwum) Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner:Tim Driscoll Date of Inspection: 8/29/2006 C.Further Evaluation is required by the Board of Health:N/A 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 310CMR 15.303(1)(b)that the System functioning in a manner that protects the public health,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 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 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: OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(cowuqum) Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner:Tim Driscoll Date of Inspection: 8/29/2006 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 '/2 day flow X Required pumping more than 4 tines 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 cesspool or privy is within Zone 1 of a public well. X Any portion of cesspool or privy is within 50 feet of a private water supply well. X Any portion of 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 pp,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] X (Yes/No)The system fails.I have determined that one or more of the above 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: N/A To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gld• You must indicate either"yes"or"no"to each of the following: Yes No _ the system is within 400 feet of a surface drinking water supply the system is within 200 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 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 CM15.304.The system owner should contact the appropriate regional office of the Department. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:93 Ocean Ave.Centerville Ma.02632 Owner: Tim Driscoll Date of Inspection: 8/29/2006 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 system components pumped out in the previous two weeks? X Has the system received normal flows in the previous two week period? 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 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 tee,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 bee n 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)] OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner: Tim Driscoll Date of Inspection:8/29/2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):_4_ Number of bedrooms(actual):_4_ DESIGN flow based on 310 CMR 15.203 (for example): 110 gpd x#of bedrooms): 440 GPD_ Number of current residents: 0 Does residence have a garbage grinder(yes or no): no_ Is laundry on a separate sewage system(yes or no):—no [if yes separate report required] Laundry system inspected(yes or no): n/a— Seasonal use:(yes or no)_yes Water meter readings,if available(last 2 years usage(gpd): Sump pump(yes or no):_yes Last date of occupancy/use:_8/2006_ COMMERCIAL/INDUSTRIAL: N/A Type of establishment: Design flow(based on 310 CMR 15.203): god 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 Source of information: owner records Was system pumped as part of the inspection(yes or no): no If yes,volume pumped: gallons--How was this 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 the 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: 2002 Were sewerage odors detected when arriving at the site(yes or no): No OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner: Tim Driscoll Date of Inspection: 8/29/2006 BUILDING SEWER(locate on site plan) Depth below grade: 2.5` 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.): Joints were in good condition,no sign of leakage. SEPTIC TANK: X (locate on site plan) Depth below grade: 2 feet(inlet cover is raised to grade) 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: 1500 Gallons_ Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: 3.5` Scum thickness: 0" Distance from top of scum to top of outlet tee or batlle:_6" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined: opened covers and took measurements Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels As related to outlet invert,evidence of leakage,etc.): Tank does not need to be cleaned at this time.Inlet and outlet tee were intact and in good condition.Tank was structurally sound and not leaking. GREASE TRAP: N/A (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.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:93 Ocean Ave.Centerville Ma.02632 Owner:Tim Driscoll Date of Inspection: 8/29/2006 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete 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:,X_(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.): D-box was level and in new condition.D-box was not leaking.There were no signs of solids carryover. D-box cover is 2"below grade. PUMP CHAMBER: X (locate on site plan) Pumps in working order(yes or no);—Yes_ Alarms in working order(yes or no):_yes_ Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pump chamber was in good structural condition Pump was in good condition 2 inch pressure line from pump to d- box was in good condition.Pump side of chamber is raised to grade with a steel cover. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 93 Ocean Ave.Centerville Ma.02632 Owner:Tim Driscoll Date of Inspection: 8/29/2006 SOIL ABSORPTION SYSTEM(SAS):_X_(locate on site plan,excavation not required) If SAS not located explain why: Type Leaching pits.Number: Leaching chambers,number: Leaching galleries,number: Leaching trenches,number,length: X leaching fields,number,dimensions: 12 Standard Infiltrators in a 15`X 40`X 6"Field. overflow cesspool,number: innovative/alternitave system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Soil was dry and vegetation was normal.S.A.S.is a mounded system,there were no signs of breakout on the sloped side of the field. CESSPOOLS: N/A (cesspools 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: N/A (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.): .OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:93 Ocean Ave.Centerville Ma.02632 Owner: Tim Driscoll Date of Inspection: 8/29/2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water-5—feet Please indicate(check)methods used to determine the high ground water elevation: _X_Obtained from system design plans on record-If checked,date of design plan reviewed:_9/7/2002_ 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) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater elevation was determined by accessing the design plan on file at The Town of Barnstable Board of Health. r OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:93 Ocean Ave.Centerville Ma.02632 Owner: Tim Driscoll Date of Inspection: 8/29/2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent referencelandmarks or Benchmarks.Locate all wells within 100 feet.Locate where water supply enters the building 1 RIGHT SIDE OF HOUSE C} 4 C; 0 2 3 TANK PUMP CHAMBER D-BOX A-1=7'6" A-2=15'6" A-3=21'6" B-1=36' B-2=25'6" B-3=26' Of IHE Tp� DATE: o FEE: BAR,wsrABta, = MASS 9� 1659• ��� REC. BY Town of Barnstable SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIAiiNCE REQUEST FORM LOCATION Property Address: 41 3 O� ' aV,=-7 G VI L-� Assessor's Map grid Parcel Number: 2 ZCa ��(� Size of Lot: may- o /_ S— Wetlands Within 300 Ft. Yes K Business Name: No Subdivision Name: APPLICANT'S NAME: "-R 4-4- Phone Did the owner of the property authorize you to represent him or her? Yes A No PROPERTY OWNER'S NAME CONTACT PERSON Name: -T—t rvi C)(2A56O►A- Name: 07ky)�Z Address: S S1' )y Address: Phone: ' Phone: VARIANCE FROM REGULATION(list Reg.) a c t more space needed) ?AQT 1611 `JE-Q,,eJ I a O' L'� '�05 l a-- t- t►o ; 4--yL4 ON-3 f��.1 L11cT otib 1 N SAZ"� `�b look L—I N ES ;:�P2 _(2t�et�ot�1 1 nr s E T�.�e k ST t Sv4S ( 10` 71b S' r S� NATURE OF WORK: House Addition ❑ House Renovation C Repair of Failed Septic System Che list(to be completed by ojfice staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) F our(4)copies of labeled dimensional floor pions suctniaed(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/leasee only),outside dining variance renewals(same owner/leasee only),and variances to repair failed sewage disposal systems (only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,Nt.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VAR1RCQ t tel.(508)362-4541 939 main street rt 6a tax(508)362-9880 yarmouth port mass 02675 down cafe en ineehil lg civil engineers& land surveyors structural design October 11, 2002 Arne H.Ojala P.E., P.L.S. Barnstable Board of Health Daniel A.Ojala,P.L.S. land court Timothy H.Covell, P.L.S. surveys 367 Main Street Hyannis,MA 02601 site planning Re: 93 Ocean Avenue, Centerville sewage system Dear Board Members: designs The enclosed represents a variance filing for a septic upgrade from an existing failed cesspool septic system. The house is being renovated, with the result that inspections there is no increase in the number of bedrooms over what exists. permits The following variance is requested under Barnstable's"100' Regulation" (Part VIII, Section 1)- proposed leaching facility to be 73' to edge of wetland. We are also requesting a variance under Maximum Feasible Compliance 15.405 - reduction in setback to lot line. A site visit was made by AM Wilson Associates on August 21, 2002 for the purpose of identifying wetland resource areas. A bordering vegetated wetland was flagged and is as shown on the site plan. A Conservation Commission filing has been made, with the hearing scheduled for October 22. Due to extreme site constrictions (the presence of the wetland and the low-lying nature of the site), the system is placed in the most practicable area. The lot lies within 300' of a tidal water body, and so groundwater elevations are influenced by the tidal fluctuations. The system is designed at 5' above the water elevation. A liner is proposed between the system and the dwelling so as to mitigate any chance of breakout. We feel that by granting the variance, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulation and Town of Barnstable Regulation. Thank you for your consideration. Verb truly ,Prs� Arne H. Ojala,PE, S Down Cape Engineering,Inc. cc: Tim Driscoll Abutters List for Driscoll Map 226 Parceh 74 Map 226 Parcel 75 John McCaw Jr. 250 Forest Ridge Road #64 Monterey, CA 93940 Map 226 Parcel 190 Patrizio Q. Cardarelli Trs. 208 Percival Avenue Montreal, Canada Map 226 Parcel 59 Christian Camp Meeting Association Summerbell Avenue Craigville, MA 02636 Map 226 Parcel 60 John & Katherine Gahan 67 Scott Road Belmont, MA 02178 Map 226 Parcel 58 Anthony & Mary `Balsamo 110 Kensington Drive Canton, MA 02021 Map 226 Parcel 149 James & P&A Buffington Trust 25 East End Avenue New York, N.Y. 10028 tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engiaeenng civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court Timothy H.Covell, P.L.S. surveys October 11, 2002 Tim Driscoll site planning 2 Pearl Street, #12 Charlestown, MA 02129 sewage system designs Dear Mr. Driscoll: A public hearing has been scheduled for the Barnstable Board of inspections Health to take action on a request for a variance from a Barnstable Board of Health regulation and from Title 5 for the proposed septic system at your home. The variances requested are as follows: permits Title 5, Maximum Feasible Compliance, 15.405 (la) : reduction in setback to lot lines (10' to 5' ) Town of Barnstable reg. Part XIII Section I: reduction in setback, leaching facility to wetland (100' to 731 ) . Said hearing will be held in the School Administration Building Basement Conference Room, off South Street, Hyannis, November 12, 2002, at 7:00 pm. Please check with the Health Department to confirm date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health off Town of Barnstable Board of Health 200 Main Street, Hyarinis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. November 20, 2002 Mr. Tim Driscoll 2 Pearl Street, #12 Charlestown, MA 02129 RE �93 OeeanAuen�te Cenenrille° Aa,26p74 � .. � Dear Mr. Driscoll, You are granted a conditional variance to construct an onsite sewage disposal system at 93 Ocean Avenue, Centerville. The variances granted are as follows: PART VIII, PART I: The leaching facility will be located only 73 feet away from the wetland, in lieu of the 100 feet minimum separation distance required. 310 CMR 15.405 (1a): Both the septic tank and the leaching facility will be located five feet away from the property line, in lieu of the ten feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:WP/Driscoll (3) The applicant shall submit floor plans of the proposed dwelling, with each room clearly labeled in regards to their proposed use. (4) The septic system shall be installed in strict accordance with the engineered plans dated September 7, 2002 and signed September 27, 2002 by the designing engineer, Arne Ojala. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated September 7, 2002, signed by the designing engineer September 27, 2002. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the proximity of the wetlands adjoining the property on two sides. It is the opinion of this Board that the proposed new septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Since y yours, Wayne filler, M.D. Chairm n Q:WP/Driscoll y Doc:®94e 640 11-21-2002 3:40 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, TIMOTHY B. DRISCOLL, a.k.a. TIMOTHY DRISCOLL, of 93 Ocean Avenue, Craigville, Massachusetts is the owner of the land together with the buildings and improvements thereon situated at 93 and 79 Ocean Avenue, Craigville,Massachusetts and more particularly described as Lot A on Barnstable Registry District Land Court Plan No. 17609-B and Lot I on said Land Court Plan No. 17609-G (hereinafter the"premises")as filed for registration in the Barnstable County Registry District of the Land Court; and WHEREAS, I, TIMOTHY DRISCOLL as owner of said 93 and 79 Ocean Avenue, Craigville, Massachusetts have agreed with the Town of Barnstable Board of Health to a restriction on the number of bedrooms that can be included in any home now existing or hereafter constructed on the premises as a pre-condition to obtaining a Certificate of Compliance for the on-site septic system repair/replacement reeentlq completed on the premises pursuant to State Environmental Code, Title V, 310 CMR 15.000 et seq.; and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the Certificate of Compliance is requiring that the agreement to restrict the number of bedrooms in any home now existing or hereafter constructed on the premises be put on record with the Barnstable County Registry of Deeds by filing this document for registration; NOW, THEREFORE, I do hereby place the following restriction on the above referenced premises in accordance with the agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: l. Any home now existing or hereafter constructed on the above-referenced premises shall contain no more than four(4)bedrooms. I agree that this shall be a permanent deed restriction affecting the above-described premises also known as 93 and 79 Ocean Avenue,Craigville,Massachusetts, as shown on plans filed for registration with the Barnstable County Registry District of the Land Court. For my title see Certificate of Title 4 165677. 1 , . . AI Executed as a sealed instrument this 16"' day of November, 2002. TIMOTHY $.,DRISCOLL e Ka PV0111 UP11011 COMMONWEALTH OF MASSACHUSETTS Barnstable, SS. Nov. 16, 2002 Then personally appeared the above-named Timothy B. Driscol acknowledged the foregoing instrument to be his free act and deed before me Daniel M. Creedon, III,Notary Public My commission expires: 4/2/04 BARNSTABL LJOCE�y A TR ETCOPY,ATTEST i G" _ ,.",H Stow OF i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 dGWll cape engineering structural design g October 11, 2002 civil engineers& land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala, P.L.S. Barnstable Board of Health . Timothy H.Covell, P.L.S. surveysland urt 367 Main Street C Hyannis,MA 02601 site planning Re: 93 Ocean Avenue, Centerville sewage system Dear Board Members: designs The enclosed represents a variance filing for a septic upgrade from an existing failed cesspool septic system. The house is being renovated, with the result that inspections there is no increase in the number of bedrooms over what exists. permits The following variance is requested under Barnstable's "100' Regulation" (Part VIII, Section 1): proposed leaching facility to be 73' to edge of wetland. We are also requesting a variance under Maximum Feasible Compliance 15.405 - reduction in setback to lot line. A site visit was made by AM Wilson Associates on August 21, 2002 for the purpose of identifying wetland resource areas. A bordering vegetated wetland was flagged and is as shown on the site plan. A Conservation Commission filing has been made, with the hearing scheduled for October 22. Due to extreme site constrictions (the presence of the wetland and the low-lying nature of the site),the system is placed in the most practicable area. The lot lies within 300' of a tidal water body, and so groundwater elevations are influenced by the tidal fluctuations. The system is designed at 5' above the water elevation. A liner is proposed between the system and the dwelling so as to mitigate any chance of breakout. We feel that by granting the variance, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 Regulation and Town of Barnstable Regulation. Thank you for your consideration. Ve truly/yo rs, , Arne H. Ojala,PE, PLS Down Cape Engineering, Inc. cc: Tim Driscoll No. LW Z�� Y 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0(ppYication for MigogaY *p!tem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) Of Complete System ❑Individual Components Location Address or Lot No.I 4Gea� n �p Owner's N e,Address and Tel.N . ��`/� Assessor's Maprcel /l�l�L/'(/� 226 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. CL Type of Building: , Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(,.e�' O Other Type of Building e o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �© gallons. Plan Date Number of sheets L Revision Date Title Size of Septic Tank pe of S.A.S. Description of Soil 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 s B and He t J Signed Date Application Approved by Date -2s- C3 2 Application Disapproved for the following reasons Permit No. 2-007--� ( Date Issued it -Z�-tr1— ` S IhC �, $N.,_ J f, Fee i THE COMMONWEALTH OF MAS.ACHUSETTS Entered';,i computer: !/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTI�g Yes 2pprtcatton for Mtzpoml *pztem Conotructton Permit Application for a Permit to Construct( )Repair( )Upgrade(0 Abandon( ) eComplete System` ❑Individual Componel.,ts Location Address or Lot No.g� Owner's N me Address and Tel.Ng,. 5491 Assessor's_Map/Parcel U L//'(. ��--' 226-O'ly fU!!/e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. DES ,ral,�i! Type of Building: j i Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(1 (J Other Type of Building 5 e _tZ of Persons Showers( ) Cafeteria( ) j Other Fixtures //ll 41 Design Flow gallons per day. Calculated daily flow 7� gallons. j Plan Date Number of sheets / Revision Date 4 Title Size of Septic Tank / S"©D Type of S.A.S. Description of Soil ` � 1 4 . I Nature of Repairs or Alterations(Answer when applicable) w i l Date last inspected. ry. i i 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 B and Signed Date Application Approved by Date / -?.s- G 2 Application Disapproved for the following reasons Permit No. 2_00 Z--5(o ( Date Issued ! --------------------------------------- r THE COMMONWEALTH OF MASSACHUSETTS �- BARNSTABLE, MASSACHUSETTS f Certificate of Compliance THIS IS TO CERTWY, that the Qn-site Sewage Disposal System Constructed( )Repaired( ' )Upgraded( � 1 ` Abandoned 1. l _�001-5 ; at 23 e7ce!? /� has been constructed in accordance t with the provisions of Title 5 and the for Disposal System Construction Permit No.2-00 dated 1 t-2 ! Installer Designer The issuance o this permit shall not be construed as a guarantee that the systej ed. Date l 'L- Inspector Y" F� f �y s, — No. O 2' J�o Fee /� C F THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS 1=tgpoga1 *p5tem Con5tructton Permit Permission is hereby granted to Construct( )Repair( )Upgrade(tom)Abandon( ) System located at 9 [/�- �( � C be //�" 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:Con ctiot?must be completed within three years of the date of this e 1 Date: ZS 2 r Approved by i mac- Y TOWN OF BARNSTABLE LOCATION q3 SEWAGE# ell VILLAG ASSESSOR'S MAP & LOT INSTALLER'S AME&PHONE NO. SEPTIC TANK CAPACITY /roo GALy-- LEACHING FACILITY: (type (size) NO.OF BEDROOMS BUILDER O PERMIT DATE - COMPLIANCE DATE: D 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 //iai4, �a�t L'r�ri.�••-.as 3 0 J L li/fr/ld I y TOWN OF BARNSTABLE LOc-1N. rN 613 SEWAGE # 4. VILLAGE C.rr�`��vr��z ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO..�ri/i� �c�si .✓ �/.1S`Ff`3�� SEPT'C TANK CAPACITY /t'oo GAL t /,4®o Gs eLEACHING FACILITY: (type)T�r 1a�✓ �?� (size) /rX 5ia NO.OF BEDROOMS BUILDER O WNE 2D PERMFFDATE: ///r o.0 COMPLIANCE DATE: J O 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) 73 Feet Furnished by Do--Y �� �� - ���� � � - .?�,. ,�s'G' is�' 3e' ;fib` �'�� /L O `� - ._-- � �l � -.� S f FORM 9A - Application for Local Upgrade Approval Commonwealth of Massachusetts Massachusetts (City/Town) Application for LOCAL UPGRADE APPROVAL Title 5, 310 CMR 15.000 DEP Approved Form Required by 310 CMR 15.403(1) Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming septic system with a design flow of less than 10,000 gpd,where full compliance,as defined in MI CMR 15.404(1),is not feasible. i System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405,or in full compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410 through 15.417. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of a new design flow to a cesspool or privy,or the addition of a new design flow above the existing approved capacity of a septic system constructed in accordance with either the 1978 Code or 310 CMR 15.000. Facility Address: ` 3 QC-0-4-4- . )�v4e- City/Town: �l�lu.e✓ Facility/System owner, YY't -i -O L,� Address: 2— 1� l7-` City/Town: State: Zip: 0-2j A/ Telephone: ( 1 Type of Facility(check all that apply): Residential. ❑ Institutional ❑ Commercial ❑School Describe facility Type of existing system: ❑Privy (-Cesspool(s) ❑Conventional System ❑ Other(describe) Type of soil absorption system(trenches, chambers,leach field,pits,etc) ig:. ) Design Flow per 310 CMR 15.203: Design flow of existing system gpd Design flow of proposed upgraded system gpd Design flow of facility 4 gpd Proposed upgrade of system is: ❑Voluntary Required by order, letter,etc.(attach copy) Required following inspection pursuant to 310 CNIR 15.301 Provide date of inspection / / t-f A A --» -r%"e �� FOP-M 9A - Application for Local Upgrade Approval Department of Environmental Protection DEP Approved Form—3/20/02 Page 1 of 3 a Descri a the proposed upgrade to the system IjIOW 0 cZ O1 t� l�J�1 LTY►�� Y 1k &J ra r Local Upgrade Approval is requested for: Reduction in setback(s) (Describe reductions) vi.J 129 A,T 40A,C2 ¢l 1Zrt oar WAz \ 'Fri A c, Sgr r � ❑ Percolation rate for 30 to 60 min/inch Percolation rate min/inch ❑ Reduction in SAS area of up to 25% (SAS size and%reduction) SAS sq ft Reduction ® Reduction in separation between the SAS and high groundwater Separation reduction ft Percolation rate min/inch Depth to groundwater ft ❑ Relocation of water supply well(Explain) ® Other requirements of 310 CNIM 15.000 that cannot be met Describe and specify sections of the Code If the proposed upgrade involves a reduction in the required separation between the bottom of the soil absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the high groundwater elevation pursuant to 310 CMR 15.405(1)(i)(1).The soil evaluator must be a member or anent of the local aaarovine authoritv. High groundwater elevation determined by: (Print or type evaluator's Name) (Signature of evaluator) (Evaluation Date) Explain why full compliance,as defined in 310 CMR 15.404(1),is not feasible. (Each section must be completed) 1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible: rl c-r- L-(��-�"fl�s t Pin►•!- 2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible: LLI Department of Environmental Protection DEP Approved Form-320/02 Page 2 of 3 . ' ASSESSOR'S MAP NO. PARCEL L CA.TION SEWAGE PERMIT NO. �3 ' due czmo�Z&el VILLAGE INS_ T s NAME A AD RESS S UILDE R 0 OWNER DATE PERMIT ISSUED q„ Z�. � L DATE COMPLIANCE ISSUED 0� ��� t_ 1 I . R r ASSES FORS MAP NO: - oo PARCEL NO.: THE COMMONWEALTH OF MASSACHUSETTS BOA R® �` �HEA T .OF...-... .. ApplirFatinn for Bi4pniital Workii Tnntraartinn rantit Application is hereby made for a Permit to Construct ( ) or,Repair,•.,(A-100�n Individual Sewage Disposal System _ wjv`&-y do" Loppay�'� Addy for Lof. No. .............................. X- L mot/. .1� ••21!kL1� - .. - !.... ..................•-•---•----•• .. ....................... Address �f� 4 i K. * a Installer l .]r d Address Type of Building : Size Lot............................Sq. feet U �. Dwelling o. of Bedrooms______________________________________A...Expansion Attic ( ) * Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of!Persons............................ Showers. ( ) — Cafeteria ( ) Q' Other fixtures ..................... � W Design Flow............................................gallons per person per day.Total=dailysflow ........................................gallons. Septic Tank—Liquid capacity______.____gallons Length.............. Width.-----------..._ Diameter................ Depth___•-__--__--__. Disposal Trench—No. .................... Width.................... Total Length Total leaching area_______---__..._._._sq. ft. Seepage Pit No---_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ '44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fYi ---•------------------------------------------------•---.------.---•--•--- xDescription of Soil--------- ----------------------------•--------...-----------------------------------------------------------------------------•.....------ x = ------------ U Nature of Repairs or Alterations—Answer when applicable........A: .__. S X_ �.��� _--------•------• ---------------•--••---------• `� X ° s. Agreement: , -,� _— The. undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with h`ke provisions of'T'=L of the State Sanitary Code— The undersig d further agrees of to place the system in ope �tion until a Certificate of Compliance has be issued by th oar Wf .' 27 Signed ----• ........... •-•••••--- ----- `-• . .. .. Application A,r Droved BY-----..... .......... _..... ................... 'a d Date Application Disapprd-zed for the f ollowin r asons:------•••----•••••••------•----------•••••......-•---------------•••-------•---------•-••••----•-•------..•--•- ------------------ Date PermitNo--------------------------------------------------------- Issued....................................................... Date f - No�V..�...��.�_�... Fps.. .-�" ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD Off` H EAI-T .? 5 Applirtttion for Diopoual Works Tontrnrtion rumit, Application is hereby made for a Permit to Construct ( ) or Repair (& an Individual Sewage Disposal System at: ...r..-.........._.'....cr ' :?:.'.l...�;.... ....... "Tt, -�-fj .. "~..� s:JC'�._�'` 'r. p <x Locajion`Addre§„ 9 a k or Lot No. '•/: .' 1� !! =..'._!{_ C. .:� _ ;;t....... ........•••--------•.......•••........•........-.............---....----..___.......•._.......•-- ? �. .'� I6 Owne / Address a ............`n/._?......._ e. f tfrJ_s-'-`-.E�'� _� ............. ...............................................................................................•.. Installer Address UType of Building Size Lot............................Sq. feet Dwelling- o. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( } aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures .............................................. Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—NTo. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No-_------------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1-__-____---___minutes per inch Depth of Test Pit.................... Depth to ground water..______________..__-__. P14 Test Pit No. 2............o-...minutes per,inch Depth of Test Pit.................... Depth to ground water........................ O •_.___________________ P:_....•....................................._......__.............._......_......_--.._..............._......_._..__'__.......__... Descriptionof Soil-------- .t -a'�¢ ....................................•------------------------------------•--------•------------------...-•----------------.......---- x -----------------------------••-•---......-•--.....--- , U Nature of Repairs or Alterations—Answer when applicable___...z_ ::_____..n_ 4 "_A-__--_ -._a_'��l " � - �..................... •---•--••-••:--•--•----••-----•---•--•-•---•---------------•-----•---••-••••....•-----•--•---•---•----.......-•-•--••-••---••----•--•-•---•-•---•....--•--------------------------•-----•----•-••-----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iy I:E4 5 of the State Sanitary Code—The undersign.pd further agrees not to place the system in operation until a Certificate of Compliance has been issued by tthe,board &health :........ Application Approved By-•... tiu '�! "= ---------•-/...--•-------------•--------------- -T-........ Date Application Disapproved for the f ollowin r asons:-•-•-•-••----••-•-••-•-••-••-•-•---------------------••------•-------------------------------------...--•-- --------------------------------------------------•-------..---------•--•-•---------.....---••-----...--•---.....---------•---------------------•----------------------------------------------....•---- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 x ............ •. ........ ..........OF.... ?....�*� ..f�`�t�it �'a' � ���.................... %'Jorrtifiratr of Tootplittnrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( } b i pr 1�' ..................................................... y �� }T1"ry �Y�.aP14 M .....__.._.. f wM A € Installer N71 r ✓ d at p y f �iwp (7p�� ('��Yf3 � y� :.r'"�F{..n y'L✓'r �„C.�✓� 9 11°' 1' ,�/+ �✓.¢. .--.____. � ���,.. �i .•. has been Installed m accordance with the provisions of 'I"� of he�S f j aiTi"tar'y c de sty' e'' n the application for Disposal Works Construction Permit No�''�'................................... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. - DATE................... _ ......On................................. Inspector...---......---•--......-..•w-.....--------•-----------------------•-•--------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT o. ��5"`..........OF...;� , / fiC O.- �•.•-- FEE. ............ Disposal rku wons t iott "truth Permission is hereby granted...': " to Cons ct ( ) or Repair ( divid a eK� sposal23- st ` �, �40 2L 1\TO.... ` _._..- `�.eeY as shown on the application for Disposal Works Construction r6rit Nof,',S'�,__ _1•.... Dated..._._ `_ :_C . ............ ...........,� . _ : -- -- ---------------------•-----•-------- bar of ea�h DATE...................... .................................... FORM 1255 HOSES & WARREN, INC., PUBLISHERS i. BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.tAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering August 14i 1986 1 Barnstable Board of Health P .O. Box 534 'Hyannis, MA 02601 RE: Mrs . Whittermore 93 Ocean Avenue Craigville Dear 'Board: Regarding the emergency repair of Mrs . Whittermore ' s septic system, I have reviewed the site -with the installer . Rather than replace the existing flow diffussors , I feel that a trench ( 3 ' wide, 21 . deep and 24 ' long) can be installed between the septic tank and the existing diffussors . By doing so we can maximize the separation distance between the syste°mLand the�mars.h . I will supervise construction and certify to the oa'r-d -the installation. I trust this irieets your present needs . Very truly yours , Peter Sullivan, .P . E. Baxter & Nye, Inc . PS/fmj ZN OF f•O � f PATER �. SULLEVrN 4 No. 2Gi33 AL ENrA } Y MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON.SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville, Massachusetts 02655/Tel. (617)428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering October 3, 1986 Town of Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 RE: Mrs. Whittemore 93 Ocean Avenue, Craigville Dear Board: This letter is regarding the emergency repair of Mrs. Whittemore ' s septic system on Ocean Avenue in Craigville. Although I was not notified by the contractor until after the system was installed (prior to backfilling ) , the system was sized and located per my previous recommendations. I believe the system .is sized adequately and is located to maximize the separation distance between the marsh and groundwater. I trust that this meets your present needs. Very truly yours, Peter Sullivan, P.E. Baxter & Nye, Inc. PS/bc N 06 �Ass9 yG 0 g PETER c SULLIVAN No. 29733 H MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS I 1 z o � � Z 10 IMaster Bed room - F m ' ....... .......... ..... -- Bedroom Ha!! Bath I I 72 6-101. 10 I — I � I i . I Cb . I l I Bedroom � I I I I 13-s' I Iw now w ow i I I I 1/4" = 1'-01' n. ' d) ,. L ' Dinin r - New Window 9 Kitchen 49 QD 4`�� Bath 1 vir+.g. o <. B: ed om Z 13'-77 214x6i8 New Mmdow . � t Closet 3 , New Window (0 cr'd gc d lop47 fiTAT,, 10„ FA : i =:It I- S,ds 2:f lt ,I ifI I 24---�, O4 r — New Window Dining Kitchen . i Bath 1 kltility . o awing. Bedroom' '.. 2/Mi618 .. New VAndow b. - � ci05et a —„ New Window 01 2 Maoter Bedroom F . I •.•... N Z Bedroom Hall Bath I . � I I I I . I i I � {' Bedroom I 1 I I w Mndow NeW Window. 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R f �C = � MI I !_+ �^ c� q Q� AK (PROP) µ PROPOSED� 44? / , LAKE 5.56' _ GALLON SEPTIC �5.31' p TEE Le`-/// \ �_ 0.1 ,' CLASS i SOILS P# _1031- 01 W - ' n� EL17ABETH TANK (I'1- 1 0 ) �---�I g•�s _�R', �` v., ���_�a ----.�:s.„ z--'_".�' ,�'__ f _ "0 FACTORY WATERPROOF c��c�o - �� BAFFLE 9.96 �J.7 ,- f ! ( 2 % SLOPE) _ -. �6' CRUSHED STONE OR MECHANICAL f COMPACTION. (15.22I L2J) "- ` >° �, 0. -_ �� -� ELEV. DEPTH OF FLOW = _ SLOPE) ( 1 % SLOPE)TEE stzEs: 3/4" TO �/2' DDUBLE WASHED ;I L ENE I A INLET DEPTH = 10" LS OUTLET DEPTH 114" 14' 10YR 3/2 LOCATION MAP NTS _ FOUNDATION— 7' ST 1' PUMP _ 5' D' D0X 7' ` _- LEACHIN ; B CHAMBER FACILIT`. ASSESSORS MAP 226 PARCEL 74 E'UOYANCY CAL.CS: LS WGT OF 1500 GAL. H-10 SHOREY ST! 11480 LEIS f VARIANCES REQUESTED UNDER MAX. FEASIBLE PLUS SOIL COVER: MIN 1' COVER = 5358 i LBS „ I OYR 5/ 6 COMPLIANCE 15,405: 8.N, } �3 7.25' la: REDUCTION IN SETBACK, SEPTIC TANK AND 10.5x 5.67x 3.13 x 62.4 = 11627 UP (OK) ' SAS TO LOT LINES (10' TO V) MJGT OF lope GAL fI-10 PC = 8240 LDS 7 7 7 rn TOWN OF BARNSTABLE PART Mill, SECTION t: PLUS SOIL COVER: MIN. V COVER = 3694 i LIDS _ _ n REDUCTION IN SETBACK TO WETLAND, 100' TO 73' 8.5x 4.83x 3.3 x 62.4 = 8633 LEIS UP (OK) / 7 /CO U.i'E. OBSERVED WATER AT EL. 4,16' Cl4 BORDERING VEGETATED WETLAND5 ScJ / (TIDALLY INFLUENCE,) i #3 �,`.45 �� �% / MED/COS :r op, 2.5 21 Y 6/6 1 #2 , / , � , OBS WATER 23 0 i \ r•' 70' 4.16 G Vy � / %" � "'�" �--- ._.,• � -I-10.E,c � PR.1P. 40 MIL I_tr'£R, SET AT .� 12" DRAIN / / OFI- LEACHING FACILITY AS PIPE - ,. r 1 i I y/" / ^ / SH.'VdN. TOP Al --L. ".0.1 , BOTTOM 4.69 h 1 �,24 1 I" ��� AT EL +5.1' I _,I_ I / / ! _ '-` / 1 i ' Pf IMP. VENT DIRECT ALL FUN- OFF AWAY - #1 --4.46 I 1 QENCIiMAF:K: USE s'GP Or jj' + / d �1J�` FROM TOUND=\TION �I `� FOUNDATION AT E,... 7.7' HERE I j C�`}� "- -� p�-l`rl. i6 'y� I ,,� / ` I PA 10 H ��" -:51 " E:?APLE SFP1 IC I)ESI(, ( I? rOT ALLOWED ) 1, DAT JM IS. NGUD_� I EDGE OF PAVE ENT ("''� --- _ ` I ' GA r3Ar;E DtsPdsER I.:. --- - -7" LJ w• D; .l 1LJ)"I a l Lit 'v. JY 1)c0NC t v i - r c, +f, 13 L_ �1 P�, i rI v; < i } 12 8 r 4;40 3. MI�'MUM I�IP�" PITCH ,TO BE I/8" PER FOOT. I tISC a C� 1JE'_;It�N F LC�w (0 4- - cp I j s' _ SF E'T C TANK; 4C) C D ( ? 4• DESIGN LOADING F (-R FlE_f__ PRECAST UNITS TO BE ASH _f_i- 1Q EXIST. OWr-LL. ,) , t 5. P1PIr. .J[aINTS TO '�F. MADE WATERTIGHT. S 1500 I I USE A GALLON SEPTIC TANK 6. CONSTRUCTION DE T AILS TO BE IN ACCORDANCE WITH MASS. 5.20 ! �� - TF -- 7.7' :j 1 �; o . �,� - i o LEr�C;4ING ENVIREONMENTA L (:ODE TITLE V. 1 I / 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM. ONLY AND IS NOT fi � • , SID,_.S � I I PORCH {\z3.97 TO BE USED FOE? ANY OTHER. PURPOSE. I I z ' : 40 15�7 �_ - - _4�4 S. PIPS_ FOR SEPTIC SYS1 EM TO SCH. 40-4' PVC, Is 10 � I BOTTOM:T T O M I METER PIT � ; 600 444 (-_,D `). COMPONF'NTS NOT TO BE BACKFILLED OR CONCEALED WITI-GOUT I I O \ 11 TOTAL. --- S -- -- > r IN..>F PE BY L�-- ARE OF HEALTH AND PERMISSION OBTAINED � -I-7{�'° FI °` D O RWS Qt _�i T FROM BOARD OF HEALTH. � J 48 :1v1APLE I I STANDARD INFIa -RATORS EACH, WITH 3' SI ONE AT 10. PUML' & REMOVE CCiR FILL W/CLEAN SAND) EXISTING CESSPOOLS _ _ _ I ' SIDES, 3.3 BETdA�EE',i,1 ROWS AND 1,25'�AT ENDS a II I Gj, i►-8.5.9 I I 00 W % / PROF•. 40 MII.. LINER. SET i.I '"' LEGEND U I j m OFF LEACHING FACILITY AS -_- - 4" 1 I { 5.21 e"i (� SHOWN, fiCP AT EL. 10.1', IOT..IOM / I1L PLAN ; I v/ AT FL. 6.1' -100.0 PROPOSED SPOT ELEVATION �-•---_---- -__.__.____ __..__._._____ _____� _ ___ __ _____-_�_ _ __ ' OF 93 OCEAN AVENUE Ilk IOOxO �=XISTING SPOT ELEVATION I 5.39 5 Ro IMOVA)_ OF UNSUITABLE SOIL I " , REQUiR!-D AROUN0 PERIMETER OF I00 IN THE TOWN OF: LFAC „NG FACILITY, DOWN TO PROPOSED CONTOUR _ \/ I 1, 51J11 RI-C SOILLAYER. REPLACE C E N _� E R V 1 L L. E I WITH Ci _AN rAEt. snr,J. ENGINEER 100 --- EXISTING CONTEUR / TO INS' ECT AND CERTIFY I s.s3 REMOVE_. PREPARED FOR: -AIM DRISCOLL 4 0 E,Lt_ 7- 5�6 fig• j _` BOARD OF HEALTH QJ--- _ .__� 20 40 so �� ^ ---- MA 20 0 ---- _ 4 / - v TE �� 0`' i ALARM AND CONTROL PANEL + TO BE INSTALLED INSIDE .-- BUILDING. ALARM TO BE ON SEPTEMBER 7, 2002 48 INN. IN 5.30 __ __.^_ { SCALE: 1' = 20' DATE: SEPARATE CIRCUIT FROM PUMP E'RESStS"'7 PIPE TO D'i-}X ---- 1000 GAL. H-10 S/' �'� _ / ;'00 GAL. �}� SLOPE l`Cl DRAIN BACK TO PC ALARM ON I RESERVE WEEP HOLE FLOAT SWITCH SETTINGS: PUMP CN \ CHECK VALVE �- �.,1 _ / fux 94,H 362-48fJ0 +-10.53 4' WORKING RANGE _ gar. ,waa< O_ELI ER_'_` ASTFt•',1TE` CU 3M 'SII r. v,IGCL MP-82 i/2 HP PUMP 1 7" ' \\t� l){ R14 �® �ltl 1)f ty N clown cope engineering, Inc. /�t� • � I1' PUMP OFF j` {j 1/ ti SYSTEM <CR EQUAL) r� fie, c•c 1�s x_k: �._2^.^r CIVIL ENGINF-CPS AP�_!i / 6' CRUSHED STONE OR r, - - LAND SURVEYORS ! GVIL k 3I 'Ai �' +, . COf(PACTION ry 939 vain st, armouth, ma 0267J s' r� 4r/;V 2 F'ACTC)I-')' WATERPROOF �a�i�����"�° OJ.tll.�, . �.� �r� if'.L.,.S. DATE