Loading...
HomeMy WebLinkAbout0293 OLD CRAIGVILLE ROAD - Health '293 OIcI-Craigville Road LA247 nterville - 104 l L 0wrford. NO. 1521/3 ORA lily • � 1 I � i AsBuilt Page 1 of 1 TOWN OF B STABLE LOCATION !lO SEWAGE# VILLAGE ASSESSOR'S MAP&LOT,,MJZ�'1 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OFBEDROOMS-� BUIi.DER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 C� plGo �G otgI http://issgl2/intranet/propdata/prebuilt.aspx?mappar=247104001&seq=1 7/9/2015 I COMMONWEALTH OF MASSACHUSETTS W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION Y ti Y TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: Owner's Name: Owner's Address: .�- Date of Inspection: Name of Inspector: (please print) Company Name:Mailing Address: L5-z r/ c)l-o Telephone Number. 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 L-1 rasses Conditionally Passes Needs Further Evaluation by the Local Approving Authority , Fails _ Inspector's Signature: Date: -9— /S— v a � W 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 ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 3 GZ�� Owner. Date of Inspection: Inspection Summary: Check A,B,C D or E/ALWAYS complete all of Section D A. System Passes: Z- 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: i° — 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. _ND_The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: U� — 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: Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner. �^�L� •/yrca. Date of Inspection: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: () Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: U 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. �kL) The system has aseptic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. (7 The system has aseptic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 62 93 69—&-0 �P G3r7�u� Owner. 1 d,„r,.�.o //,ate Date of Inspection: Q—13 —o(- D. System Failure Criteria applicable to all systems: You must indicate`yes"or"no"to each of the following for all inspections: Yes No �kup of sewage into facility or system component due to overloaded or clogged SAS or cesspool — —,--�Ischarge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or cI ed SAS or cesspool — t/Static liquid level in the distnbution box above outlet invert due to an overloaded or clogged SAS or ( spool _'-'Liquid depth in cesspool is less than 6"below invert or available volume is less than May flow ,-: tequired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number tunes pumped portion of the SAS,cesspool or privy is below high ground water elevation. Atry portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface _water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in.addition to the criteria above) yes no _ the syste s wi 0 feet of a surface drinlang water supply the system' ithin 200 feet of a tributary to a surface drinking water supply the stem is to ed in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped ne II of a pub c water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner. I Date of Inspection: g— 13 — 0 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes — Pumping information was provided by the owner,occupant,or Board of Health _ _ Were any of the system components pumped out in the previous two weeks? i, Has the system received normal flows in the previous two week period? jZl�ve large volumes of water been introduced to the system recently or as part of this inspection? L'1 — Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components,excluding the SAS,located on site? _�_ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: 1"Yes n Existing information.For example,a plan at the Board of Health. V Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is_unacceptable) [310 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL i3 Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CUR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: Z Does residence have a garbage grinder(yes or no): A10 Is laundry on a separate sewage system(yes or no):�jU[if yes separate inspection required] Laundry system inspected(yes or no):&D Seasonal use: (yes or no): Water meter readings,if available(last 2 years usage(gpd)): d_00S- /a�O°® `��'� t 37ovo Sump pump(yes or no):_10 Last date of occupancy: A(L&)_ COMI IERCIALANDUSTRIAL Type of establishment: Design flow(based on 310 CM A45.203): gpd Basis of design flo (seats/ rsons/sgfletc.): Grease trap present e r no):_ Industrial waste hol 4tank present(yes or no): Non-sanitary wo disc Urged to the Title 5 system(yes or no):_ Water meter r6dings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N07- Avg it g,6 C F Was system pumped as part of the inspection(yes or no): If yes,volume pumped:_gallons—How was quantity pumped determined? Reason for pumping: TYPE F SYSTEM eptic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: ao3 Were sewage odors detected when arriving at the site(yes or no): f Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: o?4 3 4Z� Owner: --f�w�,�� Date of Inspection: 4- 13- o BUILDING SEWER(locate on site plan) Depth below grade: d y Materials of construction:_cast iron _40 PVC other(explain): Distance from private water supply well or suction line: two r..y-,e IyAle ,g-r r,ev-17- ex /4—sE Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK //(locate on site plan) Depth below grade: 1.2 Material of construction: oncrete_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: )c 8 Sludge depth: Jyoi r Distance from top of sludge to bottom of outlet tee or baffle: N olV Scum thickness:-fV-�= Distance from top of scum to top of outlet tee or baffle: 1`I oN=� Distance from bottom of scum to bottom of outlet tee or baffle:N c i F How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): &-T Needed GREASE TRAP:_(locate on site plan) Depth below grade:— Material of ction: concrete—metal fiberglass polyethylene—other (explain). — — Dimensions: Scum thicknes Distance fro top o scum to top of outlet tee or baffle: Distance fr6m bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 029 Owner: :V .va,c li s Date of pkdon: q—/3—0 Ca TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construe on: 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: (�/if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: X7`Zeve ' 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.): PUMP CHAMBER&(locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: lln3 Z%� 9-49:11 Owner. o Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): ocate 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: L aching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): CESSPOOLS:-U-1 (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (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.): Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: a 93 62—efa Owner, a--� Date of Inspection: — 0 Co 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. Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: e52 q/3 �7 z,727,cL Owner: Date of Inspection: 9— /3-0 CO SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water J✓/feet Please indicate(check)all methods used to.determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,installers-(attach documentation) v�ccessed USGS database-explain: Gajee�— _ You must describe how you established the high ground water elevation: —�1 �i►uycsr�v.� f�-�a..� �zQp�cy //— ! — U y 1_ TOWN OF BARNST LE " 0 - LOCATION /� �/� _ I SEWAGE # 02 (� . VILLAGE V I I I,-P. ASSESSOR'S MAP & LOT y INS'rALLER'S NAME&PHONE NO. _ r 3%-A SEPTIC TANK CAPACITY k S—no (- aL_ U3L)x LEACHING FACILITY: (type) �•�• � _ (size) 4/Y NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE' �e�_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 /f�/ on site or within 200 feet of leaching facility) A Feet Edge of Wedand and Leaching Facility(If any wetlands exist. within 300 feet of eachin facility) Feet Furnished by A-6 Sf p C)Ox �4S 2 A-b 3 w i 30/% J/1UvJi ( ^Q 1 4-V) dC4 �`.�,�►y w. 4 s Laren , Blk 23314 Po260 462713 12-16-2000 a`/ C•$=.S.Sat BAF P'STr,$!_E :., I& '07 DEC 19 P 3 54 Town of Barnstable Zoning Board of Appeals Decision-and Notice Variance's 2007-092'and 2007-097-.Vages Section 240- (E)—ulk Regulations—Minimum Lot Area Section 240-91.H, Developed Nonconforming Lot Protection To legalize undersized lot created by an Approval Not Required plan recorded June of 2006 and allow demolish of a cottage on Lot#1 of that plan and rebuild a new one-bedroom;singe-family dwelling. Summary: Granted with Conditions Applicant: Thomas&Dona-Maria Vages Property Address: 293 Old Craigville Road,Hyannis,MA Assessor's Map/Parcel:' Lot#2 of Map 247,Parcel104.001 Zoning: Residence B Zoning District Relief Requested&Background: The two appeals seek to; legalize an undersized lot consisting of 20,016 sq.ft.(0.46-acres)sown as Lot 1 on an Approval Not Required (ANR)plan dated June 4, 2004,endorsed by the Planning Board under MGL Ch 41,Section 81 L and recorded at the Barnstable Registry of Deeds in Plan Book 609 Page 40,and to permit the demolition of an existing"cottage"structure located on Lot 1 and build a new single-family residence. Originally, 293 Old Crageville Road (Lot#1 and#2 on the ANR Plan)were a 0.72-acre parcel fronting on both Old Craigville and Strawberry Hill Roads. The lot also abuts Hudson Road,an undeveloped way.. According to the Assessor's record 293 Old Craigville Road is developed with two residential structures. The principal dwelling being a two-bedroorn,one-story, single-family dwelling consisting of 936 square feet. The second dwelling is a one-bedroom 16 by 25 sq.ft.accessory'cottage' structure. The principal dwelling dates back to 1925. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 5,2007. An extension of time.for holding the public hearing and for filing of the decision was executed. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MG L Chapter 40A. The hearing was opened October 10, 2007, continued October 24,2007 and to December 5,2007,at which time the Boars{found to grant the variances subject to conditions. Board Members deciding this appeal were,Ron S.JanssonJames R. Hatfield,Sheila Geiler,John T. Norman,and Chairman,Gail C. Nightingale. Attorney Michael D. Ford represented the Vages who were also present. He gives a history of the lot and ownership and note -the Veges were previously before the Board seeking similar relief to divide the two lots. In that appeal,the Board did not find variance conditions so the applicants decided to approach the issue via the subdivision control law and so an Approval Not Required Plan was b Bk 23314 Pg 261 #62713 Town of Barnstable-Zoning Board of Appeals-Decision and Notice �$ Variance 2007-0193&093-Vages prepared,submitted and endorsed as an 81 L plan for the land upon which two buildings existing prior to subdivision control. The cottage structure is a two-room building placed on the lot after the hurricane of 1938 and remodeled in 1940. Mr.Ford submitted affidavit to the Board supporting that information. The Vages now also seek to raze and replace the cottage. He cited that the resulting two lot from the ANR Plan, although undersized the are still larger than most lots in this neighborhood. Mr.Ford discussed the issue of the location being in a Wellhead Protection District and would be subject to the 330 rule. He acknowledge that based upon the existing development on the two lot this Lot 1 would be limited to one-bedroom. Mr.Ford indicates that they would agreed to the one bedroom but doesn't have the'plans as of yet. Attorney Ford discussed the proposed plans for redevelopment of the.lot noting that the proposed new dwelling would be about 2,300 square feet The Board requested hardship conditions and Attorney Ford indicated that hardship regards Chapter 81 L as that statue contemplates properties that have this unique condition of two structures that pre- exist the adoption of subdivision control law would be allowed to be divide in two lots. However if the variance relief isn't granted they will not be able to take advantage of that and as a result,a hardship will exist. Recording an ANR plan with any nonconformity creates a zoning violation. Therefore,without the variance relief,they are unable to take advantage of that provision of tale subdivision control law. Public comment was requested and no one spoke in favor or in opposition to the request. Chairman Nightingale cited that letters in support of the granting of the variances were received form; Lois Pena, former owner of 281 Old Craigville Road, Mr.and Mrs.Scott Quilter of 247 Strawberry Hill Road, Raimondo R.Cafolla of 29 Old Craigville Road, Hector R.Sanchez of 286 Strawberry Hill Road,Mr. and Mrs.Adrian Dalzell or 293 Old Craigville Road,and John Burnett of 257 Strawberry Hill Road. The Board determined to continue the appeals to October 24, 2007 to allow for a new plan of the home to be developed and that plan to be reviewed by the Board of Health for conformance to that of a one bedroom under there regulations. At the October 20 continuance,a request for a further continuance was received and the Board continued the appeals to December 5,2007. At the December 5'continuance,Attorney Ford submitted a revised plan with a copy signed by the Health Division that;the plan met the Board of Health requirements as only constituting a one- bedroom dwelling. The Board reviewed that plan and.discussed the issues before them. Findings of Fact: At the hearing of December 5,2007,the Board unanimously made the following findings of fact: 1. Appeals 092 and 097 are two applicant of Thomas & Dona-Marie Vages seeking variances for property addressed as 293 Old Craigville Road, Hyannis,MA. The lots are in a Residence B 2 Bk 23314 Pg 262 #62713 Notice Town of Barnstable Zoning Board of Appeals-Decision and of ce Variance 2007-0193&093-Vages Zoning District and a Wellhead Protection Overlay District The variance is sought to Section 240-13 (E), minimum lot area to reconfigure a single lot with two dyVellings on it into two lots each with its own dwelling located on it. Lot#1 is to be an undersized lot of 20,016 and contain the cottage structure and Lot#2 is to be 11,148 sq.ft.,and contains the main dwelling unit The cottage structure located on Lot#1 is then to be.demolished.and a new larger dwelling is to be built upon that lot. That new dwelling is to be a one-story building one bedroom single-family dwelling consisting of some 2,016 sq.ft. The dwelling located on Lot#2 is to remain as is. 2. The division of the lot is shown on an Approval Not Required (ANR) plan dated June 4,2004, endorsed by the Planning Board under MGL Ch 41,Section 81 L on February 28,2005 and recorded at the Barnstable Registry of Deeds on June 6,2006, in Plan Book 609 Page 40. 3. The history of the cottage shows that it is an independent residence that dates back to the late 1930,early 1940. It predates adoption of the subdivision control law in the Town of Barnstable. 4. The property,that is located approximately 630 feet up-gradient from a'public supply well and fully within a Wellhead Protection Overlay District is serviced by a private on-site septic system. The lot is subject to the local Board of Health's 330 regulation and the State's Title 5,440 Nitrogen Loading limitations. The existing residence to be located on Lot#2 is that of a two bedroom and the proposed new dwelling to replace the cottage is to be a one-bedroom. Therefore the overall bedroom count on the two lot will conform to that 330 rule of the Town of Barnstable 5. The only change in granting the bulk variance is the ability for the owner to convey out one of the building on its own lot into separate ownership. Therefore,the granting of the variance will not be a substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the zoning ordinance. 6. MGL Chapter 41,Section 81 L provides for the applicant to divide the lot based upon two dwelling that existing on the lot prior to the adoption of subdivision control. To not grant the variances would involve substantial hardship to the petitioner to utilize there:property to the fullest. Decision: `Based n-the-Vndings of fact,a motion was duly made and seconded to grant Appeals 092 and 097 of 2007 subject to the following: 1. This variance is granted to both lots as shown on an Approval Not Required (ANR)plan dated June 4,2004 and entitled; °Plan of Land in Barnstable, MA(Centerville) prepared for Thomas & Dona-Maria Vages",as drawn by Eagle Surveying, Inc. Which plan is recorded at the Barnstable Registry of Deeds in Plan Book 609 Page 40. 2. Both lots shown:on the plan shall be restricted in the number of bedrooms. The dwelling located on of#2 s a no excee o rooms,t e propose new dwelling ocated on Lot#1 shall not exceed one bedroom. i.. 3 Bk 23314 Pg 263 #62713 I Town of Barnstable-Zoning Board of Appeals-Decision and Notice Variance 2007-0193&093-Vages 3. The dwelling to be developed on Lot#1 to replace the existing cottage structure shall be substantially in conformity to the plans submitted to the Board and as approved by the Health Division of the Town as a one Bedroom. That new dwelling shall not exceed 2,016 5 - 4. Other than the construction of the new dwelling as authorized herein on Lot#2,neither of the dwelling shall be increased in size and area without permission from the Board. 5. There shall be no further division of the lots nor shall any portion of the two lots be deeded out. 6. This variance shall be recorded at the Barnstable Registry of Deeds. A copy of which shall be submitted to the office of the Zoning Board of Appeals for this relief to be in effect and a copy submitted to the Building Division along with the application for a building permit for the new dwelling proposed for Lot#1. If the variance is not recorded at the Barnstable Registry of Deeds within that one year from the date of issue it shall expire. If a building permit is not applied for within that same one-year period that part of this variance s- aq a s'expire. - The vote was as follows: AYE: Ron S.Jansson,James R. Hatfield,Sheila Geiler,John T. Norman, Gail C. Nightingale NAY: None Ordered: Variances 2007-092 and 097 have been granted with conditions. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A,Section 17,within twenty(20)days after the date of the filing of this decision in the Barnstable Town Clerk's Office. If no appeal is made and upon certification by the Town Clerk,this decision must be recorded at the-Barnstable Registry of Deeds for it to be in effect Notice of that recording shall be submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within one year. r « a G I C. Nightingi l Chair a Dat4 Si ed ; 1, Linda Hutchenrider,Clerk of the Town of Barnstable, Barnstable County, Massach, ethgj ` `• 6 i11t t certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed i Sion g�!'• °�±t}� that no appeal of the decision has been filed in the office of the Town Clerk. ca ,_�r *' •:� W ; 1�SyM Signed and sealed this day f nde ains , ria x. Linda Hutchenrider-Town'C bit �''••••••' A�' �'~ ' 111 • .1K�?�.?• ��—� -' 4 No. C7�-� 3 y 10 t Fee s c::) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t� es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpplication for Migaal 6petem Congtruction Permit Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Qq _ d4 Owner's Name,Address and Tel.No. Assessor's Map/Parcel _71 ` 1 le ��� VG. 3 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1 J h�\\�k MG. U 3 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ,/D gallons per day. Calculated daily flow 200 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil.ed 'so-NJ e� Nature of Repairs or Alterations(Answer when applicable)� .\S Lp, C. e6S C_XssoOb k W/ c.��(7 a�tiL -C_ tTC��C roc-o.�Ccs�S Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d b this Board of Lfealth. Si a Date Application Approved b Date R / Application Disapproved for the following reasons Permit No. " -�' Date Issued r ' No. c/`„ 10 c k ,rrr-•- t Fee �d = computer: THE COM�O WEALTH OF MASSACHUSE�S Entered in uter: ��� p es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ` 01ppfication for Mfi5popr *pgtem Cougtructiou Permit Application for a Permit to Construct( )Repair Xpgrade( )Abandon( ) ❑Complete Systerp ❑Individual Components Location Address or Lot No. L� _ /0V Owner's Name,Address and Tel.No. , 7I �e -�`�vM Assessor's Map/Parcel -fie t C,5 V - `)Map/Parcel �3 G�� Cr(,\ v0kt rZ j Installer's Name,Address,and Tel.No. 1 l� Designer's Name,Address and Tel.No. f C-Cl` V-- Type of Building: r Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(A) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 200 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank _ 'r ------Type of S.A.S. Description of Soil M e d C('�f ,�_ S 4 G«ye) _ Nature of Repairs or Alterations(Answer when applicable) 9-Q1CAjC,-,c-2 Date last inspected: t. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system g g g P y '. in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certify- \ cate of Compliance has been is d b this Board of idealth. Si a Date G Application Approved b Date 'G Application Disapproved for the'following reasons i Permit No. — �� Date Issued 5 U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO C RTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired ( ( Upgraded( ) Abandoned( )by at )�. U v `� C. has been construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a Du - t)(o dated S k 0 Installer sc,-,&A (-,\ c-C.... V Designer r. -tT e NAFIC4 S The issuance o�I this permit shall not be construed as a guarantee that the system wI d funct' n as esrgned.r Date lk/10 3 Inspector�� r _� P t No. � 3 � -------------------------Fee 50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwi$pogar bpgtem Con5tructiou Permit Permission is hereby grTted to Construct( )Repair C/)u grade )/Abandon( } System located atCI �'� �(� C �Gx1 G,y `�(� U 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 E this pe it. r /�1 Date:_ Approved by 4 TOWN OF BARNS BLE I--QCF.TIQN 29 3 SEWAGE# ;-A VILLAGE ASSESSOR'S MAP&PARCEL o2Y7— /U�f INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /-TOO !9,4( �.c3o 5l LEACHING FACILITY:(type) �� S (size) AO NO.OF BEDROOMS 3 f OWNER � PERMIT DATE: 5 //� 3 COMPLIANCE DATE: F 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 p V 3 Y TOWN OF BARNST LE � ff L,C_ 'A`I o1', 0? SEWAGE # -'71LLAGE���Y II,� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ScnA p� QZ6 SEPTIC TANK CAPACITY _ CAI._ LEACHING FACILITY: (type) (size) e.S� NO. OF BEDROOMS BUILDER OR OWNERrt�E`�GVS `� �1 ej. PERMITDATE: LI�l�� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility k1f 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 eachin facility) Feet burnished by 47D Sf 17 t3ox (4S Q �t a3 4111,19 , A ef,4 &9OWN OF B STABLE42 LO�AIION AAe SEWAGE # VIL.�AGE �/ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS__ BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: ' Maximum Adjusted Groundwater Table and 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 Cx, X0 AsBuilt Page 1 of 1 s , .............�`" r r AP I'!J �V • M l$�.• �tS'�4 ii http://issgl2/intranet/Propdata/prebuilt.aspx?mappar=247104001&seq=2 7/9/2015 FORM30 Hosas3 WARREN,INC. THE COMMONWEALTH�MASSACHUSETTS / t crryrro M ., .wE �z•: .1I DES . . . � " Addre'ss`" ' +�ccu�an Floor Apartment No. No.`of Occupant ► s No.of,Habitable.Rooms No.Sleeping Rooms_ No.dwelling or rooming units No. rn t/% Name and address of,owner L�.V �•b� a Remarks„= Reg. Vb. YARD Out Bld s.: Fences: Garbage and Rubbish <..- • Containers: ' ' Drainage �, at .,r• , Infestation Rats or other: STRUCTURE EXT. Steps,Stairs,Porches:. . Dual.Egress:and Obst'n.:. ❑ B ❑ F ❑ M Doors Windows: se6P fE Gutters,Drains: Walls: OM Foundation: Y Chimney:' BASEMENT Gen.Sanitation: Dampness: Stairs: t Lighting:. 7 STRUCTURE INT. Hall,Stairway: ; � t Obst'n.: Half Floor Wall Ceiling: f w Hall Lighting: Hall Windows: u,EAT!NG — Chimneys:. Central ❑Y ❑ N Equip. Repair TYPE: Stacks Flues,Vents: PLUMBING: Supply Line: -r ❑ MS ❑ST .❑P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑220 Fusin Grnd.: AMP: Gen.Cond:Distrib. Box: Gen. Basement Wiring: ' DWELLING UNIT Ventil. L to . Outlets Walls Ceils., Wind:; Doors. Floors Locks, Kitchen i• ?,) Bathroom _ c Pantry Den Living Room „, r , ., ; ,,, „ a WAI! VIA 3 Bedroom 1 Bedroom 2 _ �.. Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.;Gas,Oil,Elect.: Stacks,Flues,Vents,Safeties: Kitchen Facilities Sink M a Stove Bathing,Toilet Facll. Vent.,Plumb.,Sanit` : ' Wash Basin,Shower or Tub: ` Infestation Rats, Mice, Roaches or Other:' Egress Dual and Obst'n: General :BuIldina Posted Locks on Doors:; ONE OR MORE OF THE.VIOLTIONS CHECKED ABOVE"SYA CONDITION W ICH MAY MATERIALLY IMPAIR'THE'HEALTH OR SAFETY'AND`WELL 6EIN6 OF THE OCCUPANT' AS DETERMINED` BY ,105CMR,410.750 .OF,,THE,CODE. OR THE AUTHORIZED INSPECTOR.(See,Over). "THIS INSPECTION REPORT/AS SIGNED AND CERTIFIED UNDER THE PAINS D PENALT OF PERJURY.' O 4 Y h ,INSPECTOR. TLE A.M A ` DATE c. ;;t `�IAAEz .;_ }Y A.M. THE NEXT SCHEDULED REINSPECTION P.M. r CMG', r I�Iy THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF. DEEDS FOR THE COWONNEALTH OF MASSACHUSETTS. (V DA TE PROFESSIONAL LAND SURVEYOR d'sy� �V pA, L O T 20016 t S.F. 5� LOT 2 $ e 11148 t S.F. P I o p 5 15; � 0 S �S t �606 r•4eNl /�9 31 A� RA1oil APPROVAL UNDER THE SUBDIVISION G CONTROL LAN NOT REQUIRED. BARNSTABLE PLANNING BOARD OLO DATE PLAN OF LAND /N 0A/ JVS 7'o40&Aff.. AM < CE/VTERV / LLE > PREPARED FOR= THOMA S & O ONA — MAR / E VA OE-S SCALE. / "- -6 "'yiy OCTOEtER 9. 2003 EAGLE SURVEYING , INC 923 Route 6A NOTE: NO DETERMINATION AS TO // � Yormouthport, MA. 02875 - i� (508) 362-8132 COMPLIANCE WITH THE ZONING ORDINANCE (508) 432-5333 HAS BEEN MADE OR INTENDED BY THE ABOVE ENDORSEMENT. No.8.............l.:. FED....... ..5.00.... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ................. ...Tnian .......OF.......Barnstable.......... ..------------.................----- Appliratiou for Dispogal Works C ontitrurtiou truth Application is hereby made for a Permit to Construct ( ) or Repair ( x) an Individual Sewage Disposal System at: 16..Qld...QXa,7.g.Y.iIa. d..a...Hyannio.......................... ..•---...-----•----........-•----.._.............................------............-----------•--- Location-Address or Lot No. 1E2.ja.c.b.J5.ega1..................................................................... ..13Si .,-..HY.4rMi5....n.....Q26Q1 Owner Address a A--&..8.Cesspool Sew'l e--------------------------------•----------_._ 12......_h Ii ..T� x���.� HY. rt ,..MA....02601. Installer Address PQ UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms-----------3..............................Expansion Attic ( ) Garbage Grinder ( ) per., Other—Type of Building ---------------------------- No. of persons-----4..................... Showers ( ) — Cafeteria ( ) a Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width................ Diameter................ Depth................ x 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 ( ) Percolation Test Results Performed by...............................................................---------- Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Li, Test Pit No. 2................minutes per inch Depth of Test Pit-_-__-_----.---_-•. Depth to ground water........................ -------------------------------------- •.............. :---......... --•--•-••----------------- --------------------------------------------------- ODescription of Soil---•--.Sana..................................................................................................................................................... W U --•-----------------------------------------------••------------------------------------•-•-•----------•-------------------------------•---------------•---------------•----------....-•-•-----•---- W x ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------•..------------------------- U Nature of Repairs or Alterations—Answer when applicable- n t41-1wUm-_of'__a__1_,-000__ga _,___pre_-c&Qt_,___. *t-one.. ..Pit---(91e.r .IQw).................•-•-•-------------------------------------------------------------------- -------------•---•--•-------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T T p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the ar f health. Sie .------ . ---•--.......... -•'--- ,va J... D to Application Approved By-•--4 8 6�80 Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- ...................................................... ----------------------------------------------...------------------------------------------------------ --a---------------- Permit No.--- -s �0- Issued--•--•-•---• 8! D to Date CATION `j� SEWAGE +.PERMIT NO. Rd ��- VILLAGE INSTALLER'S NAME & ADDRESS BUILDER OR OWNER od DATE PEMIT ISSUED DATE C OMPLMNCE ISSUED _ FILE �,, rt*�. ���� ��` �-� t ' i . ,--�` . ., a No.$0-...._<...�.1..:.. Fxs......��...5.00..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........----------.To)m----------OF......Barnstable-----------------...................................... , ppliration for Diipnia1 Work.i Tnnitrnrtinn Permit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: ' ............................ .............••---•-•-•-----........••---•-•••-•-•--••--------------•-•....._........---.......... Location-Address or Lot No. j jjjagh.sp - .....02601- owner Address A_& B Cesspool Service 128.BishopsTerce .. ai MA 02601 -• - ........................................ ... - rH --- Installer Address UType of Building Size Lot----------------------------Sq. feet �. Dwelling—No. of Bedrooms...........3...............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons_...................__..._. Showers ( ) — Cafeteria ( ) 114 d Other fixtures ....--------•--•--------------•----------•-•-•--•-•---•••....-••---------.._._.__......_.........-•••••••-----•••---•-•-•-•--••......---...........-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length.................Width................ Diameter................ Depth................ x 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........................ a+ ••••-•-•--••-•••••---•••••••..................•---••••••...........-•--•.....---•---•.......................------••--•-....._.•. ------ •-----------•-- O Description of Soil.....Sand.......................................•-------........._..-•••-•......••-- V -••••-••••---••---•••••-•-••••--------•-----•------...••-------•-•---•---------•---•-•---•-••--•--••-••-•-••----------•---•-•••••-•----------•-•-•••-----•-••••-••--••••-••••---------•---....---------- W -----------------------_ -------------------------------------------------- -- V Nature of Repairs or Alterations—Answer when applicable;j#allation;_O�'.2 1�000 �dl. �re-Cast stone__packed_leach pit �oyerflow),................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of L I T L p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the boar toff health. �y�! Si ne rz ..� G / �, c 1..... •------- 8�at6f&�....._ Application Approved By.....e..:-�.. -/--... .: , �80-.._.. Date Application Disapproved for the following reasons-------------------------------------------------------------................................................... ...--•----•---------------------------------------------------------------------•-------------............................................................. ........................................... ^ 0.........—Date Permit No. 80- Issued 8/ 6/� ---- Date THE COMMONWEALTH OF MASSACHUSETTS BOAgb OF HEALTH Town Barnstable o F................................................ _... C9rrtifiratr ,af (�ii ..r*r THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( X) by A& B Cesspool--Seryice _128 Bishops `1"errace, Hyannis, MA_ 02601_-77,E-626�t In taller at...16. Old Craigyille_Rd._,___H�rannis, MA 02 01 - P,l jach SegaS has been installed in accordance with the provisions of TITLE j o The State Sanitary Code s Qjjscribed in the application for'Disposal Works Construction Permit No.-__80-____All f ._._-.__._. dated----------- ._ 1. .................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....... `� - '�l� ..... ....: ......•-•------........._...----•-----.._....---. Inspector-----�r� � • -�-- cC THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH y� Town of Barnstable $ 5.00 so- w No.•......................f FEE........................ Uiipasal Vork.5 Tnntrnrtion "permit A & B Cesspool Service Permissionis hereby granted --•-•------ -•-•--•---•--------------•••••----------------------------••--••-••-•-----•-••••......---........................ to Const u (( 11 or R air (X ) an Individual A'a&JD.WosaLiystem 1� � d Craigv T11r. Rd., Hyannis, UU ��cjach Segal at No. •-----.-•••-•--•---......•----•-- Street _ as shown on the application for Disposal Works Construction Per 't' 08� ..._�_____ ted_._8�-_6�8o ............... ..f1 ' �' Board of Health , DATE...... 7. ............................................. FOR,%i 1255 HOBBS & WARREN, INC.. PUBLISHERS :f #y ACCESS COVERS MUST BE WITHIN 9- MINIMUM, l I. 100. 38 6 " OF FINISH GRADES 13 - MAXIMUM COVER I #2. 96. 77 / FIRST 2 ' TO I BE LEVEL _ MIN 2' OF PEASTONE l � I 4- DIAM PIPE 1 3i4 ' - I 112- DIA. 92. 2 91 . _ 8 10" %o DOUBLE WASHED STONE I �r2. 94. 7 BAFFLE GAS 92. 07 y 9�3 .� 91 . 0— 1 4 HIGH CAPACITY INFILTRATOR I 92. 45Azwmwiaym 3 OUTLET D BOX CHAMBERS W/3. 5 'f STONE AROUND - 6 1500 GAL 2-I0 'v x 19 ' 1 x 10"d SEPTIC TANK 6- CRUSHED STONE OR C COMPACTED BASE E PROF / L E : NOT TO SCALE 3 1, z UP 285/12 112 uo C.ol fob U ,,,,dg� ,ff- IU7, lZ CESSPOOL. N CLEANOUT God BM COR'CONC SLAB � EL-96.3J \ g �y CATCH BASIN p' RIM-99.94 r!. 4 HIGH C I NF.I L TRA r_ FUTURE — ` \ W/J.5• 9 ✓�� COtiNECT I ON 1500 GAL r SEPTIC TANK CESSPOOL$- r 14'MAPLE AREA-31 , 164+ S. F. ' � -- �oa�N TO ruL CELLAR N� i C, Y` •�sr � ��' S•Vl Pa` P111E STr? z4-MAPLE 5 �5 1 A: 651'03 /O 0 . { I Y ! ONUS L OCUS MA P NOTES: k 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS I &DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, Y DETAILS, &FINISHES IN THE FIELD WITH OWNER 3.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 4.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD EXIST. 5.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS&SLABS DECK TO BE 3000 PSI 1 6.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE it-0• 22'-0• DURING FRAMING CONSTRUCTION 7.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 8.) VERIFY ALL EXISTING FLOOR, ROOF,&WALL FRAMING. REPAIR,REINFORCE, OR ADD TO FOR NEW CONSTRUCTION EXIST. . O. _ J EllEXIST. EXIST. x KITCHEN W NEW EXIST. I ISLAND 4-4" BATH BATH I EXIST. q RE-USE W I REMOD. u 4-0 DOOR X CLOS.i HALL W 2 REMOD. w REMOD. © 4'2• DINING r BEDROOM' 2'6'DOOR © I I - - © 3'0•BIFOLD I I II II 1 I icyN_E_W_M_ULTI LVLBEAM ABOVE — O -- _ INSTALL NEW 4 x 6 POST UNDER ;o - EACH END OF NEW BEAM W/NEW © I LALLY COLUMN&30^x 30"x 12• 1 N - I CONCRETE FOOTING IN BASEMENT. EXIST. EXIST. NEW I REMOD. BEDROOM W:I.C. LIVING 4'-B' r_n � � ,r T ~ -VERIFY CHANGING THE DOOR 1 . �uS. SWING 8 LIGHT SWITCH LOCATIONS II IN THE FIELD _ I-r� EXIST. EXIST. FIRST FLOOR PLAN EXIST. LEGEND: EXISTING WALLS CONSTRUCTION TO BE REMOVED NEW CONSTRUCTION ©SMOKE DETECTOR ©CARBON MONOXIDE DETECTOR COTU IT BAY DESIGN, LLC NEW REMODELING FOR• THE DESIGNER SHALL BUILDING NOTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON SCALE : DRAWING NO.: THESE DRAWINGS PRIOR TO START OF TR 43 BREWSTER ROAD °°"STRUDTI°N.THE 9DIL°'"°°oNTRACTGR 1/4" = 1'-0"WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYINGLEFOR TH DESIGNER OF ANY ERRORS OR OMISSIONS. MASHPQEE ,JMA.AQ0c2649 MENDONCA RESIDENCE DATE PH. (SOVQJ`) 2/4(�-1 IVY THESE DRAWINGS ARE SOLELY FOR THE USE FAX (50 V) 539-9402 THESE THE OWNER NOTED.ANY OTHER USE OF 293 OLD C RA I G V I L L E ROAD C E N T E RV I L L E, MA THESE DRAWINGS REQUIRES THE WRITTEN 7/31/zo 14 A 1 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF tfi(10. *I. IQQ.38 ACCESS COVERS MUST BE WITHIN MINIMUM. INVERT ELEVATIONS : DESIGN CR I TER I A : GENERAL NOTES : 6" OF FINISH GRAD •2 96 77 3' MAXIMUM COVER INVERT AT BUILDING *l : 96. 3 FIRST 2 ' TO DESIGN FLOW: BE LEVEL MIN 2" OF PEASTONE INVERT AT BUILDING *2: 94. 7 3 BEDROOMS AT 1I0 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION INVERT IN SEPTIC TANK: 92.45 BEDROOM EQUAL S 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4' DI 1P 3/4" - 1 I/2" DIA. INVERT OUT SEPTIC TANK: 92.2 *1 . 96.1 �� 92. 2 1 . 10' �' DOUBLE WASHED STONE INVERT IN DIST. BOX: 92.07 NO GARBAGE GRINDER 2 SET VERTICAL SEE SATE PLANTUM IS ASSUMED. FOR BENCH MARKS v *2. 94. 7 GAS I• _ BAFFLE g2.O7 v 9/.83 INVERT OUT DIST. BOX: 91. 9 SEPTIC TANK REQUIRED 92. 45 3 OUTLET 4 HIGH CAPACITY INFILTRATOR INVERT IN LEACH CHAMBER: 91. 83 330 G. P.D. X 20OX - 660 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND D-8OX CHAMBERS W/3. 5 'f STONE AROUND BOTTOM OF LEACH CHAMBER: 9/• 0 SEPTIC TANK PROVIDED: 1500 GAL. MIN, 1500 GAL 2-I0 'r x i9 'l x /0"d MAINTENANCE OF THE SEPTIC SYSTEM SHALL ADJUSTED GROUND WATER: N/A CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL SEPTIC TANK 6" CRUSHED STONE OR OBSERVED GROUND WATER: N/A SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS. COMPACTED BASE BOTTOM OF TEST HOLE •I : 86. 0 DESIGN PERC RATE C 5 MIN/INCH PROFILE : Nor TO SCALE SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER EFFLUENT LOADING RATE - 0. 74 GPD/SF AREAS SUBJECT TO VEH/CUL AR TRAFFIC OR GREATER 330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- STANDING H-20 WHEEL LOADS. PROVIDED: 4 HIGH CAPACITY INFILTRATOR CHAMBERS W/3.5 's STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR 460 S.F. x 0. 74 - 340 GPD APPROVED EQUAL . UP 285112 112 N 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED SOIL I L TEST PIT DATA PRECAST CONCRETE AND WATERTIGHT. D-BOX SHALL I NO I CA TES �7 I ND I CA TES BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE PERCOLATION - OBSERVED /S MORE THAN ONE OUTLET. _ TES T GROUNDWATER 7. BEFORE CONSTRUCTION CALL 'DIG-SAFE O TP *I I-888-DIG-SAFE AND THE LOCAL WATER DEPT. �+ PFOR LOCATION OF UNDERGROUND UTILITIES. O 0- HOR!ZON TEXTURE COLOR g6. 0 A LOAMY lOYR 8. EXISTING CESSPOOLS TO BE PUMPED DRY AND O 1" SAND 3/3 6- 95.5 BACKFILLED. LOAMY IOYR SAND 5/8 9• ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) ENCOUNTERED BELOW THE INVERT OF THE LEACHING ^ . 20' 94.3 �O , ter; � C I MED-COARSE IOYR FACIL/ TY TO BE REMOVED FOR A DISTANCE OF 5 ' CESSPOOL- 1 � SAND AND 6/6 AROUND AND REPLACED WITH SAND /N ACCORDANCE GRAVEL WITH TITLE 5. _ s A�j cv 50' CLEANOUT a o a ` God P P SM CDR CONC SLAB 120 NO WATER 86. 0 EL-96.33 = �, CATCH BASIN DATE: OCTOBER 24. 2002 (� RIM-99.94 \A TEST BY: STEPHEN HAAS y N 4 HIGH CAPACITY FUTUOE - INFILTRATOR CHAMBERS WITNESSED B Y: DONNA M I ORAND I 1 = COf#ECTION w13.5 S*ONE AROUND PERC RATE: C 2 M/N/I NCH 1500 GAL \ u SEPTIC TANK p CESSPOOLS '/T _ T AREA-31 . 164+ S. F. I4=MAVLE TO C91 - . ro ruc • �aiAa�' CMAR�� • '1\ S E P 7- / C S Y S T E M DES / G N o � �\�G UP /9 �\ e �► /� � 293 OLD CRA / 0V / LLE- ROAD . MAP 247 . PCL / 04 e� O 6 A R /V S T A 6 L E • < CE/V T E R V / L L E > MA S, ; 5 MAPLE �5 PREPARED FOR zK . ' r i, �° r j P P . 0 . B OX / 39 . CE/V TER V / L L E . MA 02632 SCALE : / - 30 /VO VEMBE-R 13 . 2002 � �EAGLE SURVEY I NO 923 Rout t e 6A� Ya rmou t hipo r t NAA 02675 /c. �� � i / 1 ��� ( 508 ) 362-8 1 32 7 j /�1/ � . r �-1 /1 ( 508 ) 432-5333 LOCUS MAP I 0 15 30 60 JOB NO: 02- l 14 F/EL D:CFW/EEK CAL C: SAH/CFW CHECK: CFW DRN: SAH