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HomeMy WebLinkAbout0148 MELBOURNE ROAD - Health 148 MELBOURNE RD., HYANMS A=267 - 159 t f' COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 4 RECEIVED a d SEP 3 0 2002 `W s�e' TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM ',. ' . • PART A CERTIFICATION Property Address: 148 MELBOURNE'RD.HYANNIS,MA 02601 Owner's Name: ANTHONY& DONNA CANNATELLI Owner's Address: 148 MELBOURNE RD HYANNIS,MA 02601 ffi Date of Inspection: 9/18/02 : Name of Inspector: (please print) _ JOIN GRACI ;;, Company Name: SEPTIC INSPECTIONSRN1, Mailing Address: - 'P:O.,BOX 2I19 TEATICKET, MA. 02536 Telephone Number: 508-564-6813'FAX 508-564-7270 CERTIFICATION STATEMENT I certify that I have personally inspected the.sewage disposal system at this address and that the information reported below is true,accurate 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;gf'Title.,5(310 CMR 15.000). The system: /1'1 X PassesConditioNeeds Fuation by the Local Approving Authority FailsInspector's Signature: Date: 9/18/02 The system inspector shall submit as inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspectitem 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.eopies-sent to.the buyer, if applicable,and the approving authority. Notes and Comments SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. „ ****This report only describes''c,•o d ti6ns at the time of inspection and under the conditions of use at that time.'Phis inspection does not address how the system will perform in the future under the same or different conditions of use. Titla C IncnPrtion Form 6/1 Sllo o page 2 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE,SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ,,CERTIFICATION (continued) Property Address: 148 MELBOURNE RD HYANNIS, MA 02601 Owner: ANTHONY& DONNA CANNATELLI Date of Inspection: 9/18/02 Inspection Summary: Check A,B,C,D or E 7 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 criieria not evaluated are indicated below. Comments: SYSTEM PASSED TITLE V INSPECTION. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. 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. the for the following statements. If"not determined" please explain. Answer yes,no or not determined(Y,N;,NI))in 4_ n/a 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 exfiltrafion 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: n/a n/a Observation of sewage backup or break'out or high static water level in the distribution box due to broken or obstructed i�ever"distribution box. System will pass inspection if(with approval of Board of pipe(s)or due to a broken, settled:'or'u Health): _,broken pipe(s)are replaced obstruction''is removed distribution box is leveled or replaced ND explain: n/a n/a The system required pum+pmg'more thiari`4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board o`Health): _broken pipe(s)"are replaced obstruction is removed x r. ND explain: n/a 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: 148 MELBOURNE RD�HYANNIS,MA 02601 Owner: ANTHONY & DONNA CANNATELLI Date of Inspection: 9/18/02 f- C. Further Evaluation is Required by the•Board of Health: _ Conditions exist which require fuether,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 MO CMR 15.303(1)(b)that the system is not functioning in a manneri,which will protect public health,safety and the environment: _ Cesspool or privy is within 50'-feef of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 4 6,� e , 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 nd SAS and the SAS is within a Zone 1 of a public water supply. i9i �, .i: . +J� _ The system has a septic taf�nk 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&termine distance n/a "This system passes if the well`wafer 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*,his form. e�s 3. Other: n/a r. a E t ti; v33}, di'i• ad Z Page 4 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE,SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 148 MELBOURNE RD•HYANNIS, MA 02601 Owner: ANTHONY & DONNA CAIVNATELLI Date of Inspection: 9/18/02 D. System Failure Criteria applicable to•all systems: You must indicate"yes"or,,'no"to each of the,following for alLinspections: Yes No X Backup of sewage into facility or.system component due to overloaded or clogged SAS or cesspool X Discharge or ponding 4effluentto 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 nLa. X Any portion of the SAS,cesspool.or privy is below high ground water elevation. X Any portion of cesspool dr ptrivy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion of a cesspootor, 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. lThis system passes if the well water analysis,performed at a DEP certified laboratory,four coliform bacteria and volatile organic compounds indicates that the well is free from pollution from thatfacility`and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided'thaf no other failure criteria are triggered.A copy of the analysis must be attached to this forma . (Yes/No)The system fails. 1 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 now of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the follow4rg: (The following criteria apply to large systems in addition to the criteria above) yes no X the system is within 400,feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply X 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'e to;any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the Im-Ee sysl:ciiilia_s failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section G sliall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. , t d 'Page 5 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 148 MELBOURNE Rd HYANNIS,MA 02601 Owner: ANTHONY& DONNA CANNATELLI Date of Inspection: 9/18/02 Check if the following have beO done. You must indicate"yes" or"no"as to each of the following: Yes No X _ Pumping information wa'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 beer introduced to the system recently or as part of this inspection '? X _ Were as built plans of the systerr,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 con'I''uction,dimensions,depth of liquid,depth of sludge and depth of scum ? X _ Was the facility owner(and occupants if different from owner)provide4 with information on the proper maintenance of subsurface sewage disposal'systems.? •1 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(ifxany of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)J • ^�yyttrr ,s P •' -1 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 148 MELBOURNE.RD HYANNIS,MA 02601 Owner: ANTHONY& DONNA CANNATELLI Date of Inspection: 9/18/02 iPLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 2 t,,Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 1,5.203.(for example: 1 10 gpd x#of bedrooms): 220 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 inspection required] Laundry system inspected(yes,or no): NO Seasonal use: (yes or no): YES,,, �Q Water meter readings, if available,(last,2_years usage(gpd))A08— � 5 iC Sump pump(yes or no): NO ® I _ r it k Last date of occupancy: n/a `' COMM ERCIAL/INDUSTRIAL Type of establishment: n/a j Design flow(based on 310 CMR 15.203):,n/agpd Basis of design flow(seats/persons/sgft;etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present2(yes or no): NO Non-sanitary waste discharged to the'Title 5 system(yes or no): NO Water meter readings, if available:'n/a Last date of occupancy/use: n/a OTHER(describe): n/a 1-1it�` 5 GENERAL INFORMATION Pumping Records Source of information: n/a Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agalIons How was quantity pumped determined? n/a Reason for pumping: n/a`' .Z. TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,yattach previous inspection records, if any) _Innovative/Alternative technology: Attacli`a�copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank� Attach a copy of°tfie'DEP approval 9 Y Other(describe): n/a " Approximate age of all components date' nstalled(if known)and source of information: 2 YEARS BY BUYER Were sewage odors detected when arriving gjhe site(yes or no): NO Page 7 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C Y SYSTEM INFORMATION(continued) Property Address: 148 MELBOURNE RD HYANNIS, MA 02601 Owner: ANTHONY & DONNA CANNATELLI Date of Inspection: 9/18/02 _ BUILDING SEWER(locate.,on,site plan) Depth below grade: 20" i Materials of construction:_cast iron:X40;PVC_other(explain): n/a Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting,evidence of leakage,etc.): TOWN WATER SEPTIC TANK: X(locate on site plan) Depth below grade: 14" #; Material of construction: Xconcrete_metal_fiberglass_polyethylene other(explain)n/a If tank is metal list age: n/a Is age,confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: 150OG L 10' 6" H 5' 6",W 51 8" Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 33" 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: 18" How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): SEPTIC TANK AND ALL COMPON.*ENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING,EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP: _(locate on site,plar.)". .t Y� Depth below grade: n/a Material of construction:_concrete"metal'_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top o'f outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recunuucndations.inlet and outlet Ice or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,'etc.):, n/a i . y Page 8 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 148 MELBOURNE RD HYANNIS, MA 02601 Owner: ANTHONY& DONNA CANNATELLI Date of Inspection: 9/18/02 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day' Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:_(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE 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 VIDEO INSPECTED AN®APPEARS TO BE STRUCTURALLY SOUND. PUMP CHAMBER: _(locate on site plan) Pumps in working order(yes or no): NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a 3R. k + a } 'Page 9 of 1 1 c , t OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 148 MELBOURNE RD HYANNIS, MA 02601 Owner: ANTHONY& DONNA CANNATELLI Date of Inspection: 9/18/02 g SOIL ABSORPTION SYSTEM (SAS): X' (locate on site plan,excavation not required) If SAS not located explain why: n/a Type n/a leaching pits, number: n/a 500 GALLON CHAMBERS leaching chambers, number: 1 n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a iJnrlovativelalternative system �,,- Type/name of technology: n/a Comments(note condition of soil,'signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): DID NOT EXPOSE CHAMBER,APPEARS TO BE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. SYSTEM SHOWS NO SIGNS OF FAILURE.CHAMBER WAS EMPTY AT TIME OF INSPECTION. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert:'n/a ` Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a ; Indication of groundwater inflow(yes or no): NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a Cy; ;�; r',k. n Page 10 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C , SYSTEM INFORMATION(continued) Property Address: 148 MELBOURNEAD,HYANNIS, MA 02601 Owner: ANTHONY&DONNA CANNATELLI Date of Inspection: 9/18/02 F 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. t, /VA 29 w 60 2-Cly r in Page I I of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM I 6PECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 148 MELBOURNE RD HYANNIS, MA 02601 Owner: ANTHONY & DONNA CANNATELLI Date of Inspection: 9/18/02 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 10,+.feet Please indicate(check)all methods used to determine the high ground water elevation: NO Obtained from system design pans on record- If checked,date of design plan reviewed: n/a YES Observed site(abutting property/observation hole within 150 feet of SAS). NO Checked with local Board of Health-explain: n/a NO Checked with local excavators,:installers-(attach documentation) NO Accessed USGS database-,explain: n/a You must describe how you established'th6 high ground water elevation: HAND AUGER- 10+FT. 5,> ,t .:F 1y Bk= 1 r 84 P0211 Lt 1 C,4 DECEIVED RESTRICTIVE COVENANT �, �� 1 9 2000 TOWHEALT DEPTAB�B VIRTUE OF THESE PRESENTS, I,Antonia Colace,of Franklin, Massachusetts,do hereby establish the following covenant as to the property located on the easterly side of Melbourne Road in Barnstable(Hyannisport)Barnstable County,Massachusetts and being shown as Lot#26 on a plan entitled"Subdivision Plan of Land,Barnstable,Mass."Straightway"Scale 1"=50', 14 January 1971 Robert G. McGlone, Surveyor&Engineer Main Street, West Barnstable,Mass.For C.K.M.Associates",said plan filed with the Barnstable County Registry of Deeds,Plan Book 250,Page 143: In furtherance of the acquisition of a permit to construct a single family dwelling upon the subject property,any dwelling to be constructed upon the subject property shall contain not more than two(2)bedrooms. For a more particular description of the subject property see a deed of James E.Kellett, Michael A.Costrino and Anthony N.Micelotti,Trustees of C K M Realty Associates to Olinto A. Colace,Jr.dated June 10, 1972,and recorded at the Barnstable County Registry of Deeds at Book 1687,Page 125. Property Address: 148 Melbourne Road, Rest Hyannisport,Massachusetts IN WITNESS WHEREOF, I do hereunto set our and hands and seals this 12T' day of January,2000. ANTONIA COLACE Commonwealth of Massachusetts N ss. Then personally appeared the above-named edged the foregoing instrument to be her free act and deed, be a me, n . Notary Public My Commission Exp: FROM CPT JEUALLEE PHONE NO. : 6175231009 Dec. 31 1999 01:36PM P1 RESTRICTIVE COVENANT By v1RTUE OF THESE PRESENTS,We, EDMOND ARCARO and ALBA ARCARO, both of Franklin, Norfolk County, Massachusetts, do hereby establish the following covenant as to the property located on the easterly side of Melbourne Road in Barnstable (Hyannisport)Barnstable County, Massachusetts and being shown as Lot#25 on a plan entitled "Subdivision Plan of Land, Barnstable,Mass. "Straightway" Scale 1"=50', 14 January 1971 Robert G. McGlone, Surveyor&Engineer Main Street, West Barnstable, Mass. For C.K.M. Associates", said plan filed with the Barnstable County Registry of Deeds,Plan Book 250, Page 143: In furtherance of the acquisition of a permit to construct a single family dwelling upon the subject property, any dwelling to be constructed upon the subject property shall contain.not more than.two(2)bedrooms. For a more particular description of the subject property see a deed of James E. Kellett, Michael A_ Costrino and Anthony N. Micelotti,Trustees of C K M Realty Associates to Edmond Arcaro and Alba Arcaro dated June 10, 1972, and recorded at the Barnstable County Registry of Deeds at Book 1697, Page 124. Property Address: 148 Melbourne Road, West HyannispoM Massachusetts IN WITNESS WHEREOF, we do hereunto set our and hands and seals this day of January, 2000. EDMOND ARCARO ALBA ARCARO State of Ss Then personally appeared thesabrolvenam M freD act ARCARO and deed before me,e, ARCARO and acknowledged the foregoing instrument men be�e Notary Public My Commission Exp: � ^'co z q TV-" o64 o— Id. I—L—, S16 ,�,u .2 °t fie_ 3rZQ,-0 OP 7///Jof> c. I/ W OWN OF BARN T LE LOCATION SEWAGE # 2600 it VILLAGE [4vann"I � ASSESSOR'S MAP LOT 7 INSTALLER'S NAME&PHONE NO. 10 An 'p SEPTIC TANK CAPACTI'Y ,LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNErrR�� Mn Y" PERMTTDATE: O� Z)27COMPLIANCE DATE: QO Separation Distance Between the: T. 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 i O 1 T N No. Fee 00 THE COMMONWEALTH OF MASSA US TTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for Zigcssal *potem Comaruction Vertuit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. G bf 4, 148 Mle I V W Ane, U, Owner's Name,Address and Tel.No. RnfirSn,o G�lr�c� '�AA L Assessor'sMap/Parcel Zoo l ID Breca5 M a� Ao-mc,'pi Nlj` oza I In talle's Name,Address,and Tel. o. 3?j_ signer's N e,Add re d Tel.No. tea T :_ i net°rl nc� q3q �a�h armor �} Type of Building: Dwelling No.of Bedrooms 2-- Lot Size I IZ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 22 p gallons per day. Calculated daily flow L3 gallons. Plan Date 10 In I qq Number of sh ets I Revision Date Ki PC Title l Q Size of Septic Tank lt5bb Type of S.A.S. 500 L . Description of Soil See �IG Ya 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 iced b this d of al Signe AAA Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued Fee THE COMMONWEALTH.OF MASSAC US TTS Entered in computer: r , es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS { 01pprication for �DigogAl *pgtem Construction Permit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components - Location Address or Lot No. I-0t z(o, 148 Me l boo Fine, 1��, Owner's N e,Address and Tel.No. 178—673 Rnton,0 Assessor's Map/Parcel 210 Ir3glIQ lName,Address,and Tel. o. 3?j_ signer's N e,Addre d Tel.No. Lclkwl�ffl u.l� bwr) i ne-e-n� qN g0.1n JQ(-O)C)U_4�PC` + Type of Building: Dwelling No.of Bedrooms 2- Lot Size 1 6 (Z sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2zc) gallons per day. Calculated daily flow 23 gallons. . Plan Date 10 In I qS Number of s ets I Revision Date ti Pr Title' Ye- l QS Size of Septic Tank 15 b0 Type of S.A.S. _ 0 L Y Description of Soil Se-t= ?tc Y1 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 ' ued by this o d of ealt . Signe n C Date 12 Application Approved by n'l Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Lertificate of (Compliance THIS IS TO CERTTY, t th n-sit Se wag i dos 1 y t Constructed( )Repaired( )Upgraded( ) Abandoned b L. �n at G _ Chas beejj constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 3Uated Installer Designer 'e issuance of thige shal/not be- onstrued as a guarantee that the ie '.lk •unction as,,designA. Date 1 Inspector ———— — r V — — No. ` 0 J J Fee THE COMM ONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5poO-1 *p5tem Congtruction Permit Permission is hereby granted to Construct( )-upgrade( ) bando System located at }/ > v 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:Cons ct�uqbecompleted within three years of the date oVM11144_ permit.Date: Approved by " 6 1 a 4 1i V No. Fee THE COMMONWEALTH OF MASSACHUSETTS 'Entered in computer: Yes PUHEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ficatlon for Miopo$af *patent Cow5truction Vermit Application ft to Construct(X)Repair( )Upgrade( )Abandon( ) O Complete System 0 Individual Components Location Address or Lot No. 10T g�''j1''ne s Nairm A re4Gand Tel.No. 7 /y7F�r30u.2yJ6 d. l./,/fYA_Po.L� r1070nlO U tc— Assessor's Ma /Parcel l ( / '/ '' f�� (/ 1� P 7-4, 7 G�'it v L4rtc d� f Z t"1 I7 n rl�� P I e, ddress,and Tel.No. d TT Designer's Name,Address and Tel.No. c")ckll 93� S�- Type of Building: Dwelling No.of Bedrooms Lot Size,�D�sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2 gallons per day. Calculated daily flow. 23 gallons. Plan Date /t-7r Z�7 —?�'J Number of sheets Revision Date Title O f L ,✓I� /.c/ PST 7f`=T•4�/•c,!/S �.ar�/ Size of Septic Tank QQ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) TOWN OF BARNSTABLE 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 provisio o itle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is e y 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 - BARNSTABLE., MASSACHUSETTS 711i6pooai *potem Con6truction Verni t Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 4 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 �WA OWN OF BARN T LE LOCATION 142 SEWAGE # W a VILLAGE ASSESSOR'S MAP LOTZD�/ 7 BQ INSTALLER'S NAME&PHONE NO. hrn �. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �(;:��! L►�1 1 j NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 vd► ZU O -bZ -- �a - z P '-" TOWN OF BARNSTABLE OF THE Tplr OFFICE OF i 9AWSTOBL i BOARD OF HEALTH �4p 1639. \�m 367 MAIN STREET HYANNIS, MASS.02601 November 29, 1999 Sarah Ojala Down Cape Engineering, Inc. 939 Main Street - Route 6A Yarmouthport, MA 02675 RE: 148 Melbourne Road, Hyannis Dear Mrs. Ojala: You are granted a variance on behalf of your client, Tim Pearson, 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 148 Melbourne Road, Hyannis. This variance is granted with the following conditions: (1) No more than two (2) 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 submit house plans to the Board of Health. Every room in the proposed dwelling shall be labeled indicating it's proposed use. (3) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) 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 EqE to obtaining a disposal works construction permit. (4) The designing engineer and the property owner shall review the proposed site/septic system plans to determine whether or not more than one leaching chamber should be constructed at the property. It was recommended by the Board of Health that at least two chambers should be constructed. sarah2 r This variance is granted because it is the Board's policy to grant applicants approvals of no more than two (2) bedrooms on lots of less than 18,000 square feet. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs sarah2 ;A1 TV 2 8:10 F Steve Wilson, P.E. representing his clients Caroline and Dana nn -rn �Cuffe 187 Crystal Lake Road, Osterville, 44,465 square feet lot, K O requesting a variance from Title 5, 15.221(7). W�7R CoP%� �To rell,!ge-t 40 7m�-,o�.J Sol e Y IEA Va� I- 8:20 _� Jessica Rapp Grassetti 1148 Main Street, Cotuit,.56 acres, G2flu� - requesting a variance from Title V, a single cesspool. upgsade• T7W:so� (�s?Craig Short, P.E. representing his client Philip Meany, Jr. _ 78 Ladd Road, Centerville, 13,460 square feet lot, requesting a VU I-n4 CO ND "ON-S variance from a 50 foot variance from a watercourse for a septic system. n CD) Hou--P- pfava I( be- 11w,:n exl--�:n 'tP--!X!94 <25 �1,c�1- rec ao (1) Sarah Ojala, Down Cape Engineering, representing her clien �2 Tim Pearson, 148 Melbourne Road, Hyannis, 10,126 square pbjo „�f„►ce.r c• ' feet lot, requesting a variance from Title V, 15.214. 4-- 0-+4cus4 Oai, sell 6e sJbh+Q ---ktw a-[( r-.o. = "'40I cc,�- - J r Cti` III. Monitoring Plan Review: S' L( re�� �Q c AIdT -tti,e � o ec oNtS V 4WO C-,) r"J J ci c 1PPLJ 8:so Wayne Miller, M.D., 1231 Route 149, West Barnstable, 4.65 acre I t. 5U� Proposal to replace septic system, two bedroom design with alternative technology (FAST) monitoring plan. �,,,,PcsT1JG 1 r re9�� a. p.vv,cQsL CvQJ- -{'1nQ C'KS-Ei1�,� J��. T�c.� n( n Sl1GLk r(CO/dC a �QQG�t rCSMC�Jn �i F �QcJS � fk �,cop�-Fr1 Ewa Cz) �j2c�/at)r+S Mak,murn J L,,,dro()IAs al(� of z} S �''n� A-10 px(S'4; o of I G./1C .��z �'N l 1 SF C� S L,J•.✓, -.c-r �jp'1 Q r I Nov-25-98 09 :50 BARNSTABLF_ HEALTH DEPT 5087906304 P .01 % 1H9 Jpy�\\ DATE: FEE: .\� ►ago. `/� Town of Barnstable � BY s OCHtED. DATE: 11.1,E Q -0. - ,Board of Health '? 3F 11 Main Street, Hyannis MA 0260, office: 50- 26; trz ��A i Susan G.Rack.R.S. FAX. 508-790 304 Sunrer Kaufrmii.M S P F. Falph A.hturph,M.D. V MA:NCE REQUEST FORM LOCATION F:aper:i Address:_� I `+ t"1 Et—(3ov��. e0� _• !-�4dn-tN�ls _ _ Assessor's Map and Parcel Number: ?Co j S Size of Lot: to�I 240 s-�. �o•2_3 AG Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name• -- - APPLICANT CONTACT PERSON .P�.� •( CIO r�A2Kt�l000 Name: Sss2.�-Id 0r41.A, L4o Do-w,4 .( 6r- 'Vame: Tt M - v4(:�C Address: 1\o je>attivS µtt-A- 94,O � ' Address �1 -r- �Ao • 4lLt-oaY1-t Rhone: �—(S— O-Ta,4- Phone: 4S4I FAX: 7o FAX: VARIANCE FROM REGULATION,Li5i Res`.: REASON FOR VARIANCE;(Ma.;a'tsch if more spa-c le-de!) 2- &e- .�► ass — Tl►AeN 1iyA�r�Gr Lr na,ttA�oL15 ter oo s ---- -- t h�"k1kvt(te. be cunrp!et?I5} o-ce stcT�-perscr,rt:�2h-1n;vGriance request npplicat:oni _ Four(4)copies of Plan submitted(inc'udine septic system?cans and:'or restawant floor plans) Appiicant understands that the abavers must be notified by certified mail at least ten days prior tc meeting date a:app.icant s expense(for Tit!e V and:'or local sewage regulation variances only) _ Full meru submitted,for-rease trap variances or. ) _ Variance request appl icatior.ree collected 'a for I:felqued rcdifatwc reno.als,yta a wo gar an:.e cnewa::isarre'rresiesee d4mng aariance mce•'els ts�e r^ne:eases Onta;.wx varmces to repair rail:d se„a;e dnpoaa7 aYsernu(Doty d�«pam�o�to lye b.ri,kad oreposed}; I Variance request submaxed at least 15 days prior to meetina date t VARiANC APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman;,IVI.S.P.H. REASON FOR D'SA?PR0VAI_, Raiph A.tvlurphk-,VLD. tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. November 5, 1999 Timothy H.Covell,P.L.S. Daniel A.Ojala, P.L.S. land court surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 sewage system Re: Local variance request for#148 Melbourne Road,Hyannis designs Proposed 2 bedroom dwelling Assessors Map 267,Parcel 159 inspections Dear Board Members: permits The attached is a request for a variance from the"330 Regulation". Our client wishes to construct a 2 bedroom dwelling on a 10,126+/-sf lot at the above-referenced location. The lot resides within a WP District(at the perimeter of the 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 at this time. A variance is requested under CMR 15.214(1)to allow a 2 bedroom dwelling on this 10,126 +/-sf lot. The site would be developed under CMR 15.005,"Transition Rules". 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. On behalf of our client, we are requesting a variance from the Town regulation to allow a 2 bedroom house on a 10,126 sf lot within a WP District. In that the area readily supports 3 bedroom homes,we feel the addition of a two bedroom home will not appreciably add to the nitrogen concentration in the area. Very truly yours, Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: Tim Pearson i Abutters to Map 267,Parcel 159 T uo 160 Timothy and Nora Evans,60 Tower Hill Rd.,Braintree 02184 149 Anthony C. Collucci,65 Straightway,Hyannis,MA 02601 158 Edmond and Alba Arcard, 2 Washington St.,Franklin 02038 163 Robert P. McGinnis,Jr.,46 Old Post Rd.,Walpole 02032 tel.(508)362-4541 "939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering 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 November 5, 1999 Tim Pearson site planning Markwood Corporation 110 Breed's Hill Road Hyannis, MA 02601 sewage system Re: #148 Melbourne Road, Hyannis designs Dear Mr. Pearson: inspections A public hearing has been scheduled for the Barnstable Board of Health-to take action on your request for variances from Town of Barnstable Regulations and Title 5 Regulations. The variances permits requested are as "follows: Title 5 310 CMR 15.214(1) ("Nitrogen Loading Limitations") (under 310 CMR 15.005 ("Transition Rules") Town of Barnstable Regulations: Part VIII Section 8: Town of Barnstable 330 Regulation: Proposed 2 bedroom dwelling to be constructed in a WP District on a 10,126 sf lot, Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA. Please check with the Health Department for exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health 6S �i,M arlN NM! a 92 ~ A 'gr4 a�!`�• ® Saw , !�A. !7! .4 0 N vy ® G' �! 3 s \ �+ a, ! µ v,Q ;r fit a �S {ZZ wN • r 7 10 12 0 1147 24 © s• ry • M� r o 69 «c =MG 0 \'lam •a ��` �y r - tos 1ja° Mt t R tr , o ` �• v o ao ® ate) All yY.B fie'° co 99 / t2o3t All l 100 .SOac .. 3xs SMITM 303 Fv 30 d 102 103 W � 8 tic-t '4� 14T OLE, b is r�i' b9 pJ •ar � n-tK-31 �4 GO Lt Coua!■ IIC M q. /i {{4 a I I AT Ar- • I I Nj •�N y r + 112 AL • 4 Lso Ar- WALE 1".� 535 26 LEGEND 2" DOUBLE WASHED PEASTONE _b ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) I G GAS LINE AXISTINXISTIN E MAA= LOCATION L44t WITHIN 6" TO FIN. GRADE A -'="�3t 2% SLOPE REQUIRED OVER SYSTEM EL.=43t --� EXISTING WATER LINE MINIMUM .75' OF COVER OVER PRECAST TO BE LOCATED E 3 RUN PIPE LEVEL ACCESS COVER WATER SERVICE AFOR FIRST Z WITHIN 6" _ PROPOSED �. OF FIN. GRADE 3' MAX. PROPOSED LOCATION iii �So WATER SHUT OFF VALVE SU AOE EL,39.73 GALLON SEPTIC f PROPOSED LOCATION LOC S IMMON H-10 EL=40 POND TANK (H- 10 GAS �� 39.2 CRAIGROAD CX:> C> r BAFFLE EL 39.37 00 [� 0 0 [� O o00 o EL,=39.17f 0 0 � C-7 L� Ci 0 34" PROPOSED LOCATED VIBYSOTHERS 6' CRUSHED STONE OR M CHANICAL DEPTH OF FLOW = 4' COMPACTION. (15.221 L21) go 2 0 6- _ PROPOSED GAS SERVICE c��o REQUIRED TEE SIZES: oo�o 00o EL=37,17t INLET DEPTH = 10" MIN. BELOW FLOW LINE PROPOSED WEST HYANNI PORT OUTLET DEPTH = 14" MIN. BELOW THE FLOW LINE ++ ++ GAS SHUT OFF VALVE 3/4 TO 1 1 /2 DOUBLE WASHED STONE 4' OF STONE ..ALONG THE SIDES, (� SLOPE) (� SLOPE) (� SLOPE) AND 3.5' OF STONE AT THE ENDS. �-- PROPOSED PHONE SERVICE , LEACHING FOUNDATION 10 SEPTIC TANK 11,• D' BOX -2 3 FACILITY _ PROPOSED ELECTRIC SERVICE LOCUS MAP 5.9t' SCALE 1" = 1000' SYSTEM PROFILE 6.3f' (NOT TO SCALE) PROPOSED CABLE T.V. SERVICE ASSESSORS MAP 267, PARCEL 159, LOT 26 EXISTING CONTOUR AN f TH2 EL.=31.3 EXISTING SPOT GRADE FLOODZONE: C,, BARNST ''E IV ' V ��EL # 8 '///VVV U I ---LLL111 - 3- PROPOSED CONTOUR *ZONING DISTRICT: RB & P TH1 EL=30.9 X 44 FRONT: 20' PROPOSED SPOT GRADE SIDE: 10' BOTTOM OF TEST HOLES REAR: 10' SEE TEST HOLE LOGS TH1 SOIL TEST HOLE *TO BE CONFIRMED BY BUILDING COMMISSIONER 11 LAr N� R-80 .00 SEE TEST HOLE LOG(S) �;g .98 I A R --C - -`'32 F-i `i G 35 �- -36 34 33- y 37 _ NOTES: 36 35 i 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 39 37- - APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING BOTTOM OF CATCH BASIN / 38- CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 2� 40 39 � ` EQUIPMENT IN 7THE) AND ANY OTHER CONSTRUCTION AREA UTILITIES OR VERIFICATION OF LOCATIONS. OR EL=33.1 t �, DOES NOT //� 0� 41 40 I 2. ALL SEPTIC WORK AND MATERIALS TO CONFORM' TO 310 CMR 15.00 TITLE 5 INTERCEPT GROUND WATER �' �},� �� `� AND BARNSTABLE HEALTH REGULATIONS. 42 42 i 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. 47 I 4. DESIGN LOADING FOR ALL PRECAST UNITS X LOT! Z� TO BE AASHTO H 10 THIS PLAN IS FOR;PROPOSED SE�1 r {r!; Ic �T n BENCHMARK - CTR. 10,126 sq.ft. �L u�cL7_FuK rnijNtkTY LINE STAKING. N I 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL(S). OF CATCH BASIN 0.23 aC.- r- y X 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. EL 39.94 v v . 'O 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ED (ASSMD HYA QUAD) o PR�PW Y o� 7 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED DRIVE' 26.2: �O FROM BOARD OF HEALTH. N 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. O _ _ - -- --- -- - 10. PIPE JOINTS TO BE MADE WATERTIGHT.- - - - - - - - - - - - - - -- p 11. WATER TEST D-BOX FOR LEVELNESS. O - - -- - - p N �O Sac ABS4WP77aV SYS7FM S �o �, r N 22' -n f - 50D CALLQN PRECAST CWCRE7F �'� �' LEA 500HINO 4LAMBER '`� '1 TH1 D ul f DEPTH (in.) TH1 ELEVATION DEPTH (in.) TH2 ELEVATION AND J5''6F S7LWE Arm Ems 12.g3' 21 211 0 o DECK 43 \ 0" 0 A 42.9 0' 0 A 43.3 0 LOAM AND LOAM SAND Q 10 YR 3/2 10 YR 3 2 10 `N _ 6" N IITAtt33 42.4 6" UNSUITABLE 42-8 LOAMY SAND LOAMY SAND 10'M1 11' O 10 YR 5 8 10 YR 5 8 NSUITA U UI A L fl t' 4,3 24" C 40.9 24" C 41.3 )3 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) MEDIUM SAND MEDIUM SAND - O' P �" NUMBER OF BEDROOMS: 2 2.5 Y 7/6 . 0 Y 7/6 w U1 W �Nn ' DESIGN FLOWN 2 BR x 110 G/D/BR = 220 G/D 144- 20% G&CO 30.9 144" 2 % G&CO 131.3 r"j0 p cfr T 2 �'Q USE A 220 G/P REQUIRED DESIGN FLOW O v� 'v! P#: 9567 P#: 9567 T1' f�I U! SEPTIC TANK:' SOIL CLASS: I (SANDS, LOAMY SANDS) SOIL CLASS: I (SANDS, LOAMY SANDS) -O W 83' 220 G/0 (2) = 440 G/D PERC RATE: < 2 MPI (5 MPI DESIGN) PERC RATE: < 2 MPI (5 MPI DESIGN) 10' 12• DO U7 USE PROPOSED 1,500 GALLON SEPTIC TANK PRESOAK: 10:54:00-10:58:30 (24 GAL. < 15 MIN.) PRESOAK: 11:02:00-11:06:50 (24 GAL. < 15 MIN.) � 10 �' LEACHING: o AA : 10:58:30 9": 1 4 0 SIDE AREA: 2 x 2' x (12.83'+15.5') = 113.32 SF BOTTOM PERC: AT 45" EL.39.2t BOTTOM PERC: ATT 48" EL.39.3t Z �y BOTTOM AREA: 12.83' x 15.5' = 198.87 SF NO MOTTLING OBSERVED NO MOTTLING OBSERVED NO WATER OBSERVED NO WATER OBSERVED SIDES: 113.32 SF + BOTTOM: 198.87 SF KEY DATE: 10/15/99 ENGINEER: MICHAEL S. FARIA, SE TOTAL: 312.19 SF % G&CO: PERCENT GRAVEL & COBBLES (DOWN CAPE ENGINEERING) O Q PROPOSED CAPACITY: 312.19 SF x 0.74 G/D/SF = 231.02. G/D O.K. WITNESS: DONNA MIORANDI TEL. RISER O, SEPnc rANK SEPTIC SYSTEM DESIGN DATA TEST HOLE LOGS EXCAVATOR: BORTOLOTTI CONSTRUCTION 1 NOT TO SCALE SITE PLAN SITE PLAN VARIANCE REQUESTED: OF LAND IN off. 508-362-4541 SCALE' =20 PART 8 SECTION 8 OF BARNSTABLE BOARD OF HEALTH 330 REGULATIONS WEST HYANNISPORT MA fax 508-362-9880 REQUEST PERMISSION TO ALLOW A 2-BEDROOM HOUSE IN A WP DISTRICT ON LESS THAN 2/3RDS OF AN ACRE. down cape engineering, Inc. TITLE 5 ("MR 15.214(1) (UNDER 15.005 TRANSITION RULES) PREPARED FOR TIM PEARSON TO ALLOW A 2 BR HOUSE ON LESS THAN 2/3RDS ACRE Of C/O MARKWOOD CORP. CIVIL ENGINEERS >, �As\ ,.. , Ut MqJ, LOCATED AT LOT 26 MELBOURNE ROAD.: �� J ARNE H. G HYANNIS i AR NE q�Jf o OJALA LAND SURVEYORS H. OJA1A C3o zGn SCALE: 1 "=20' DATE: 10-27-99 BOARD OF HEALTH Nu. 26348 � A y � REVISED: ______ 939 main St. yarmouth, ma 02675 ///$�L % A dNn� EN 20 0 20 40 60 Feet 99-3.04 APPROVED DATE A DATE A NE H. OJALA, P.E., P.L.S.