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HomeMy WebLinkAbout0017 ROSARY LANE - Health 17 ROSARY LANE, HYANNIS i i down cape enq ineerinq, inc, CIVIL �NGIWV5 & LANP 5UWY06 959 MAIN 5T/ kOUT 6A YARMOUTHPOI;f, MA 02675 (508) 362-4 41 VAX (508) 362-9880 Date: 5-5-16 DRAINAGE CALCULATIONS E.J. JAXTIMER BUILDER, INC. #17 Rosary Lane,Hyannis,MA CONTENTS: 1. DRAINAGE SUMMARY 2. DRAINAGE CALCULATIONS 3. DRAINAGE AREA SKETCH jN OF MgSSgc DANIELA. o� OJALA CIVIL No.46502 �SS/ONAL ECG Prepared for: E.J.Jaxtimer Builder,Inc. 17 Rosary Lane,Hyannis,MA 5/5/16 DRAINAGE SUMMARY- DESIGN EVENT: 25 YEAR STORM EVENT The drainage systems specified for proposed building and driveway at the above referenced site have been designed in accordance with Town of Barnstable Site Plan and Subdivision Rules and Regulations based on the rational method of drainage analysis. The system utilizes deep sump hooded catch basins leading to stone filled leach pits,and gutters leading roof drywells. The proposed use is a typical residential site,and is not a"Land Use with Higher Potential Pollutant Load"per the State Stormwater Management Guidelines,and onsite infiltration of the full design storm is utilized. The underlying material is sand,hydrologic group A.The rainfall event was a 25 year return frequency Type III Storm. The drainage calculations and drainage area sketch plan are attached for reference. SUMMARY: USE THE PROPOSED DEEP SUMP HOODED CATCH BASINS LEADING TO STONE FILLED LEACH PITS,AS SHOWN ON THE PLANS DATED 511115 OF hf,% 0 o� DANIELA. y�N o OJALA a Prepared by: C) CIVIL No,46502 PdF'p�C/STEP, �sPONAI. - Daniel A: Ojala PLS.-PE date Down Cape Engineering,Inc. down cape engineering, Inc. Jaxtimer DRAINAGE CALCULATIONS DATE: 4-29-16 DOWN CAPE ENGINEERING DRAINAGE AREA: DA1 (ROOF) DRAINAGE AREA COMPOSITE CURVE NUMBER CALCULATIONS: AREA OF PAVEMENT/DRIVES/BUILDINGS: 1,243 SF 0.03 AC. AREA OF LAWNS AND WOODS: 0 SF 0.00 AC. TOTAL DRAINAGE AREA: 1243 SF 0.03 AC. CURVE NUMBER PVT/BLDGS: 0.99 CURVE NUMBER LAWN/WOODS: 0.35 COMPOSITE CURVE NUMBER: 0.99 (PVT AREA*0.99+ GRASS*0.35)/TOTAL AREA) RATIONAL METHOD DRAINAGE SIZING: Q=CIA, SF REQ=Q*448.8 GPM/CFS(1/0.5)GPM/SF DRAINAGE AREA: 1243 SF CURVE NUMBER: 0.99 RATIO RAINFALL INTENSITY: 4.5 IN./HR (SEE NOMOGRAPH) GPM/SF RATIO: 0.5 GPM/SF (<2MIN/IN PERC RATE) LEACHING AREA REQUIRED: 114 SF USE 1 LEACHING PIT 2.5'X6'DIA WITH 2'STONE AROUND TOTAL SQUARE FOOTAGE OF LEACHING AREA PROVIDED = 125SF > 114SFO.K. RATIONAL(ROOF) 16-052 DA1 Page 1 of 1 I down cape engineering, inc. Jaxtimer DRAINAGE CALCULATIONS DATE: 4-29-16 DOWN CAPE ENGINEERING DRAINAGE AREA: DA2 DRAINAGE AREA COMPOSITE CURVE NUMBER CALCULATIONS: AREA OF PAVEMENT/DRIVES/BUILDINGS: 3,396 SF 0.08 AC. AREA OF LAWNS AND WOODS: 4885 SF 0.11 AC. TOTAL DRAINAGE AREA: 8281 SF 0.19 AC. CURVE NUMBER PVT/BLDGS: 0.99 CURVE NUMBER LAWN/WOODS: 0.35 COMPOSITE CURVE NUMBER: 0.61 (PVT AREA*0.99+GRASS*0.35)/TOTAL AREA) RATIONAL METHOD DRAINAGE SIZING: Q=CIA, SF REQ= Q*448.8 GPM/CFS (1/0.5)GPM/SF DRAINAGE AREA: 8281 SF CURVE NUMBER: 0.61 RATIO RAINFALL INTENSITY: 3.5 IN./HR (SEE NOMOGRAPH) GPM/SF RATIO: . 0.6 GPM/SF (<2MIN/IN PERC RATE) LEACHING AREA REQUIRED: , 305 SF USE 2 LEACHING PITS 2.5'X6'DIA WITH 3' STONE AROUND TOTAL SQUARE FOOTAGE OF LEACHING AREA PROVIDED =338 SF > 305 SF O.K. RATIONAL 16-052 DA2 Page 1 of 1 Town of Barnstable Regulatory Services °'9. ' Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: EJ Jaxtimer SPR#: 018-16 Property Address: 17 Rosary Lane,Hyannis Map/Parcel: Map 344 Parcel026 Zoning: B,GP Overlay Proposal: Proposed 36'x 71'building for employee housing fo4`:EJ Jaxtmer Builder,proposed ground level garage space with living space over. Paved access drive with>drainage,subsurface sewage, existing 3 bedroom home recently demolished,,t& a replaced with',Iliedrooms. Lower level is garage/storage for use by tenants with some st6rage for EJ JaxtunerBuilder use possible as well. Building will be shingle-faced with:Aiek trim,pitched roof with architectural shingles and a cupola. Site to be landscaped in keeping with other properties owned and; naintamed by EJ Jaxtimer in the area. w•. , , The above proposal was reviewed in a site plan review staff'meeting held May 17, 2016 in preparation for the formal site plan review meeting scheduled May 19, 2016sThe following comments are offered: 1 krS •r,'•'hk} Tom Perry, Building Commissioner/Chairmari�'' • Identification of business use on the ground'floor is requested • Newly created mixed use_development vv th residential use.regd ,s fire safety sprinklering. F Tom McKean, Health Director : •. Any proposed outdoor storage�of refuse must''be 10 feet from the property line and screen X. from public view`wa� ` w 5,„ �k IV SVr ,k+.4Vy YY �.rt, w`}. I ,1 ' APPLICATION FOR SITE PLAN,REVIEW SP#ON - ate LOCA ?—,Jaxtimer building at 17 Rosary Lane Business Name: Subdivision Plan Assessor's Map# 344 Parcel# 26 ANR Plan Plan Book 121 Pg 131 Property Address: 17 Rosary Lane, Hyannis, MA Site Plan April 27,2016 by DUE,inc. OWNER OF PROPERTY APPLICANT Name: Jonathan Jaxtimer et.al. Name: EJ Jaxtimer,Builder Address: 48 Rosary Lane, Hyannis,MA Address: 48 Rosary Lane,Hyannis,MA 02601 Telephone: Telephone: 1-508-771-4498 Fax Fax: ejjaxtimer@comcast.net ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENVATTORNEY Name: Daniel A. Ojala PE, PLS Name: Daniel A. Ojala PE, PLS Address: down cape engineering, inc. Address: down cape engineering,inc. 939 Main St. (Rt 6a) Yarmouthport,MA Telephone: 508-362-4541 x108 Y Telephone: 508-362-4541 x108 Fax: downcape@downcape.com Fax: downcapeodowncape.com STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing none Proposed none District B Overlay(s) GP Number Number Lot Area 9,813 Sq. Ft. 0.2253 Ac. Size Size Fire District Hyannis Above Ground Above Ground Underground Underground Setbacks ft. Contents Contents Front: 20.5' Side: 5.6' Rear: 18.5' Number of Buildings Existing I Proposed I UTILITIES Demolition 1 (recently demo'd) Sewer ❑ Public © Private Size 330 gal Water FX Public ❑ Private TOTAL FLOOR AREA BY USE Electric ❑ Aerial © Underground Existing Proposed Gas ® Natural ❑ Propane (sq. ft. (sq. ft. Grease Trap ❑ Size gal Basement Sewage Daily Flow * 330 gpd (existing 330 gpd) Residential 3,132 2,485 *GP or WP areas restrict wastewater discharge to 330 gallons per Restaurant acre per day into on-site system. Retail Office PARKING SPACES CURB CUTS Medical Office Required 4 Existing 1 Commercial(specify) Provided 4 Proposed I Wholesale(specify) On-Site To Close Institutional(specify) Off-Site �— Totals I Industrials eci Handicapped n/a All Other Uses On Site ground slab level gai age 2,485 Estimated Project Cost: Fee: Gross Floor Area 3,132* 4,970 >250k $ 500 *recently demolished with proper permit SMORM-PLPOC—06/18/2004 4' + u+ Old King's Highway Regional Historic District File# Approved? ❑Yes ❑No n/a Hyannis Main Street Waterfront Historic District File# Approved?El Yes ❑No n/a Listed in National and/or State Register of Historic Places? ❑Yes x❑No Previous Site Plan Review File# no Approved? ❑Yes ❑No n/a Previous Zoning Board of Appeals File# Approved? ❑Yes ❑No n/a Is the site located in a Flood Area(Section 3-5.1) ❑Yes 0 No In Area of Critical Environmental Concern? ❑Yes x❑No Is the Project within 100' of Wetland Resource Area? ❑Yes ❑x No Site sketch—informal presentation ❑Yes ®No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ®Yes ❑No Parking and Traffic Circulation Plan ❑x Yes ❑No Landscape Plan and Lighting Plan tree shown, site landscape by EJ Jaxtimer,bldg. lites©Yes ❑No Drainage Plan with calculations and Utility Plan ©Yes ❑No Building Plans, (all floor plans, elevations and cross sections) ©Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 9,813 sq. ft Total Building(s)footprint 2,485 sq. ft. Maximum Lot Coverage as % of Lot 25.3 % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTIRICT(S): GP Lot Coverage (%) Required <50% Proposed 49.6% Site Clearing (%) Required 30% green Proposed 50%green previously disturbed site) PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑Yes 0 No Number of floors 2 Height:22'plate ft. Number of floors Height: ft. FLOOR AREA: FAR: n/a FLOOR AREA: FAR: Basement 0 sq. ft. Basement sq. ft. First 2485 sq. ft. First sq. ft. Second 2485 sq. ft. Second sq. ft. Attic crawl sq. ft. Attic sq. ft Other(Specify) sq. ft. Other(Specify) sq. ft. Please provide a brief narrative description of your proposed project: Proposed 36 x71 building for employee housing for EJ Jaxtimer builder,proposed ground level garage space with living,space over. Paved access drive with drainage, subsurface sewage, existing 3 bedroom home recently demolished to be replaced with 3 bedrooms_ Tower level is garage/storagefor or use by —shingle keed with Azek tr-iffi,pitehed reef with af:ehiteetttfal shingles, eupela. Site te be neat�l —landscaped in keeping with other ptopet ties owned and maintained by Ef jaxtirriet in dre-arem- I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. Date L Daniel A. Ojala PE, PLS down cape engineering,inc. Printed Name of Applicant SP-FORM-P2.DOC-06/18/2004 Commonwealth of Massachusetts Title 5 Official Inspection Far �5 Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Lane --- Property Address + - Avelino Lopes Owner Owner's Name information is H annis MA 02601 05/27/2015 required for every � ._._ _ _ page. City/Town State m Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered "in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information on the computer, use only the tab "I. Inspector: t key to move your cursor-do not use the return Gary.D._James, P.E._.......__..-_..-.......-.__—..........--.......--.____. ................--—._... __._......__...._..... ........_._ .: -._.......... ----.._..__ -.-..... key. Name of Inspector _ James Engineering,._Inc. i QCompany Name 1272 Main Street _ Company Address — —` A Hanson _ MA 02341 City/Town State Zip Code 781-293-2255 S 14677 Telephone Number License Number B. Certification 1 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 i Title 5(310 CMR 15.000).The system: i Z Passes ❑ Conditionally Passes ❑ 'Fails I I ❑ Needs Further Evaluation by the Local Approving Authority � I nspe is Signatu � Date e system s �3A ct shall submit a copy of this inspection report to the Approving Authority(Board of Health 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. ""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. l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17. Commonwealth of Massachusetts a= _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 17 Rosary Lane ----Property Address __-...-...._.__._...- -_""- Avelino Lopes Owner Owner's Name information is H antis MA 02601 05/27/201.5 required for every. __Y_._. _ page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all.of Section D I A) System Passes: ® I have not found.any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: System passed inspection on January 4, 2014 by Capewide Enterprises 44 - . - 4 z 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. Check the box for"yes", "no"or"not determined" (Y, N,.ND)for the following statements. If"not determined," please explain. The septic tank is.metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will.pass. inspection if the existing tank.is replaced with a complying septic tank as approved'by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate:,of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): i .. ....................._ ........_. -_._.._._. .- __ ...._ - ,. ......- __ - ---_--------___- i t5ins-M 3 Title 5 Official Inspection Font:Subsurface Sewage Disposal System•-Page 2 of 17 i Commonwealth of Massachusetts _ - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Lane Property Address Avelino Lopes Owner Owners Name — `-- — reformation is H annis MA 02601_ 05/27/2015 required for every _y _ page. Citylrown --- State Zip Code Date of Inspection 4 B. Certification (Cont.) ' ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ? ❑ 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): i i ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain..`below): i i 3 . i ❑ 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): I ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below):, obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): i .................—........ .....— _ ......--..._..._............._—,- - -- I 1 l I , i C) Further Evaluation is Required by the Board of Health: j Conditions exist whi i Elh c 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 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 i Cesspool or privy is within 50 feet of a bordering vegetated wetland;ora salt,marsh t5ins 8113 Title 5 Official Inspection Fonn:'Subsurface Sewage Disposal-System•Page 3 of 17 7 Commonwealth of Massachusetts _ Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form-Not for Voluntary Assessments - 17 Rosary Lane Property Address — Avelino Lopes___,_ Owner Owner's Name information is every H annis i _ _ - required for eve Y_ MA 02601 05/27/2015 page. City/Town _ State Zip Code Date of Inspection B. Certification (Cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, I 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,supp ly. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1-of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ;❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This passes system y p s if the well water analysis, performed at a DEP certified laboratory,_.for fecal coliform bacteria indicates absent and the presence of arnmonia 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: D) System:Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No- Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool 11 ® Discharge or ponding of effluent.to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool El E Static liquid level in the distribution box above outlet invert due to an overloaded, or clogged SAS or cesspool ❑ ❑ Liquid depth in cesspool is less than 6" below invert or available volume is Jess than,Y2 day flow t5ins(3113 - Title 5'Official Inspection Form:Subsurface Sewage Disposal System•_Page 4-of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments — 17 Rosary Lane_._..._.... ------- ------- -- - .._..__........._...-_..... - Property Address Avelino Lopes Owner __-__- -- Owner_'s Name information ie H_.._Y annis MA_ 02601 05/27/2015 _ required for every _ — page. City/Town State y Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ Z Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any 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. ❑ . ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ Z 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this.form.] ❑ The system is a cesspool serving a facility with a design flow of 2000g0 10,000gpd. ❑ ® 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. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply El Area system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat; or answered"yes" in Section D above the large system has failed. The owner or operator of any.large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact.the appropriate regional office of the Department. ' t5ins-3113 :Title 5 Official Inspection-Form:Subsurface Sewage Disposal System .Page 5.o07 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments I p 17 RosarVLane:.-__..__ .___.. .... _.__ ..., ...... _ .. _...,..................... Property Address Avelino Lopes I -- - ..........- .._._. _ Owner Owner's Name information is required for every Hyannis MA 02601 05127/2015 page. CltyMown State Zip Code Date of Inspection I C. Checklist I 4 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: i Yes No I i ❑ Pumping information was provided by the owner, occupant,or Board of Health i ❑ E Were any of the system components pumped out in the previous two weeks?' Z ❑ Has the system received normal flows in the previous two week;period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ 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? E ❑ 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: ❑ Existing information. For example, a:plan at the Board of Health. i Q ' E] 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(5)] i D. System Information -Residential Flow Conditions: Number of bedrooms (design): 3-- ---- Number of bedrooms(actual); 3 :- --- DESIGN flow based on 310 CMR 15.203(for example: 11.0 gpd'x#of;bedrooms)> 330 15ins•3(13. Title 5 Official Inspection form;Subsurface Sa*p9a Disposai:system.,Page 6 of 17 e - - - 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 17 Rosary Lane Property Address Avelino Lopes OwnerOwner's Name information is required for every MA--.— 02601 05/27/2016 -- page. CityfTown State Zip Code Date of Inspection' D. System Informatio'n Description: 1500 gallon septic tank with d-box:flbwin to 2 gallies ................... —-------- Number of current residents: Does residence have a garbage grinder? Yes Z No Is laundry on a separate sewage system?(include laundry system inspection El Ej information in this report.) Yes No Laundry system inspected? ❑ Yes No Seasonaluse? n Yes Z No. water meter readings, if available(last 2 years usage(gpd)): Detail: - water meter readings 2012- 124,000 gallons 2013- 128,000 gallons, 2014- 146,600 ---------------- $ump pump? ❑ Yes No Last date of occupancy current: diCe Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) ........... —-------- Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? El Yes ❑ No Industrial waste holding tank No present? Yes T No.n.-Sanitary waste discharged to the Title 5 system? El Yes n No Water meter readings, if available: a --------------- l5ins-3113 Title 5 Official Inspedionfom.Sbbsurece Sewage Disposal Syst m-Page 7 a Af 17. Commonwealth of Massachusetts Title 5 official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments — 17 RosaryLane Property Add—ress Avelino Lopes _ Owner s._.hame-._ — Owner __.._.._ -.-..._._...... _.__.__ ---------- information ie H annis MA 02.01____ 05/27/2015 required for every -� __—�_ __— page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: resent Date Other(describe below): r General Information Pumping Records: Source of information: ----- - -- Was system pumped as part of the inspection? ❑ Yes No If yes, volume pumped: gallons -- How was quantity pumped,determined? -- --- Reason for pumping: ---------- ---- Type of System: Septic tank, distribution box, soil absorption system ❑ Single cesspool h ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes.or no) (if yes, attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest. inspection of the I/A system by system operator under contract El Tight tank. Attach a copy of.the DEP approval. ❑ Other(describe): i5ins•3N3 -Title 5 Official.Inspection forth:Subsurface Sawage Disposal:$yslem•.Page a of'i7 4 Commonwealth of Massachusetts 4; r Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments — 17 Rosary Lane Property Address — Avelino Lopes____` Owner Owner's Name information is Hyannis _MA_ 02601 _ 05/27/2015 _ required for every — — _ _ page. Cityfrown State Zip Code Date of Inspection D. System Information (cunt.) I 1 Approximate age of all components, date installed(if known)and source of information: j 1999 Permit#99-259 1 Were sewage odors detected when arriving at the site? ❑ Yes ® No I � Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron Z 40 PVC ❑ other(explain): ---- - I I I Distance from private water supply well or suction line; feet i Comments(on condition of joints, venting, evidence of leakage, etc.); I i . i ----- -- ._...._--..-------- I i I Septic Tank(locate on site plan): I I Depth below grade: 281' feet Material of construction: I 2 concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) i i 1 i E _... .-_-................................................. ...._._-_ I 1 If tank is metal, list age: ......... _.__..._......_� years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes Z No Dimensions:. 5x10 -- 1 Sludge depth: `12 _ t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System, Page 9 of 17 I t t � r ; Commonwealth of Massachusetts _ Title 5 Official Inspection Form... s� Subsurface Sewage Disposal System Form-Not for Voluntary Assessments -- 17 Rosary Lane Property Address — - Avelino Lopes Owner __ _.. -.-.-......-_.-...._._.-..-.._...__ _ _._....._.. ........._... —._.__ __ ___, .__.._.._.-....._...- _; Owner's Name �� information is H anni _ MA _ 02601_ 05/27/2015 I required for every Y _s page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) i Septic Tank(cont.) 28 Distance from top of sludge to bottom of outlet tee or baffle ----------------------------------------___.-..--.-..__ II Scum thickness Distance from top of scum to top of outlet tee or baffle - -- — — - -- Distance from bottom of scum to bottom of outlet tee or baffle 16 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.): Tank is in good shape, inlet cover has riser to within 8"of grade, would recommend that riser be placed on outlet cover _ _..__-.._.............._.-...----..__...._ Grease Trap(locate on site plan): Depth below grade: -__.....:........._-- _ feet i Material of construction: I ❑ concrete ❑ metal ❑ fiberglass [].polyethylene ❑other(explain): f Dimensions: Scum thickness ----- Distance from top of scum to top of outlet tee or baffle — - -- ---- i Distance from bottom of scum to bottom of outlet tee or baffle ------ - -- ----__ — Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form;Subsurface Sewage Disposal system-Pa ga 10'6i 17 i i Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments -:.;w•' 17 Rosary Lane Property Address Avelino Lopes Owner Owner's Name information is annis MA_— 02601 05/27/2015 required for every H�!---------------...._-.__.__-----____._._.._----.__.-------..--.. -----------.._—_-- page. Clty[Town State Zip code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be.pumped at time of inspection) (locate on site plan): Depth below grade: -- Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): t Dimensions: -_---------.......:.............------- -- Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: -- Alarm in working order: ❑ Yes ❑ No Date of last pumping: _ . ....................................— ._. ._._.. . -_.:--. _._. i .Date 1 Comments(condition of alarm and float switches, etc.): *Aftach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins 3113 Title,5'Official Inspection Form:Subsurfoce.Sewage Disposal Systems Page 11 of.17 i I Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Is-. i - 17 Rosary Lane --...__ ... ___. . .. Property Address Avelino Lopes Owner Owners Name information is H required for every annis �rc _ MA 02601 05/27/2015 .y _ page. Cltyrrown State Zip Code Date of Inspection I D. System Information (cant.) i Distribution Box(if present must be opened)(locate on site plan): 0'(flowing freely on right side Depth of liquid level above outlet invert - -- - — j Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any l evidence of leakage into or out of box, etc.)-. ' Riser has been placed on d-box to bring cover to within 6"of grade and replace cover. _ l _ I i _.: -------:__- __ --- l i i t t Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes No" i Alarms in working order: ❑ Yes ❑ No" , Comments (note condition of pump chamber, condition of pumps and appurtenances; etc.): • l l If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): E If SAS not located, explain why: j i _.. .... ___._ t5ins:•:,3113: - Title 5 Official Inspection-Form::Subsurface Sewage Disposal System•Page 92 of 17 s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosar Ly ane _-„_ - _ Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis _ MA _ 02601 05/27/2015 ' page: City/Town State Zip Code Date of Inspection D. System Information (cons.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): soil conditions very good on site, soil is medium sand. �- —_— ------_ _------------ 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.): 1 I i t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 1 I i Commonwealth of Massachusetts = Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Lane Property Address �— Avelino Lopes _ Owner. Owner's Name information is i required for every Hyannis MA 02601 05/27/2015 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check.one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately I . i t5ins-3113 Title 5 Official Inspection-Form:Subsurface Sewage Disposal System-Page 15 of 17 1 Commonwealth of Massachusetts __ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 17 Rosary Lane ......................... ............. Property Address Avelino Lopes Owner Owner's Name information is required for every MA 02601 05/27/2015 page. CityFrown State Zip Code —Dati-e--of Inspection D. System Information (cont.) Site Exam: F-1 Check Slope E] Surface water D Check cellar ❑ Shallow wells eim2t Estimated depth to high ground water: approximately 25' feet Please indicate all methods used to determine the high ground water elevation: Ej Obtained from system design plans on,record If checked, date of design plan reviewed: El Observed site,(abutting property/observation hole within 150 feet of SAS) El Checked with local Board of Health-explain: Based s inspection report, per paper work on file at the Board of Health ❑ Checked with local excavators, installers-(attach documentation) E] Accessed USGS database-explain: ........... You must describe how you established the high ground water elevation: per paper work on file at the Board of Health, no groundwater at 25', bottom of leaching at'7'below grade � Before filing this Inspection Report, please see Report Completeness Checklist on next page. 15ins•3j1 3 Title 5 Official Inspection Form Subsurface Sewage Disposal System Page 16 of 1T Commonwealth of Massachusetts ---= Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary,Assessments � •° 17 Rosary Lane Property Address Avelino Lopes Owner Owner's Name information is H annis _ __ MA 02601 05/27/2015 required for every Y _ page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed Z System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on.page 15 or attached in separate file j 15ins-3113 Title 5 Official Inspection Form;Subsurface Sewage Disposal System rPage 17 of"t7 i i } i I SCHEDULE OF TIES j NO. DESCRIPTION A B 1 SEPTIC TANK IN 22.0 1 23.0 I 2 D-BOX 28,0 32,5 3 L. GALLEY 29A 45A i LEACHING GALLEYS i 3 D-BOX 2 I O 1500 GALLON ( I SEPTIC TANK I f O 1 9 COVERED CAR PORT 4' CHAIN LINK FENCE t A B EXISTING DWELLING 1 I I i I I SEPTIC SKETCH I 17 ROSARY LANE BARNSTABLE, MA i JAMES ENGINEERING, INC. i- 1272 MAIN STREET HANSON, MA 08341 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates [cost$.40.00 for 4 years]. A business certificate ONLY REGISTERS YOUR NAME in town (which you; must do by M.G.L. - it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main;St,> Hyannis. Take the completed form to'the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: V-7 f Fill in please: APPLICANT'S YOUR NAME/s. U BUSINESS YOUR HOME ADDRESS: D r L r1 rrvv o 0 TELEPHONE # Home Telephone Number NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF 8USINES5 a-:: ft � i✓ 1 G IS THIS A HOME OCCUPATION? YES NO l��I ADDRESS OF BUSINESS S6�,nnMAP/PARCEL NUMBER (Assessing] When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST'GO TO 200 Main St. - (corner of Yarmouth Rd.. & Main Street) to malce sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This Individual has.beer ,f rye d of the permit requirements that pertain to this type of business, 1. I�I�t�VI WiC;S7 0. r LY vUlTP,ALL Authorized Signature** w r .,[l�`P!I IT COMMENTS: 3. CONSUMER AFFAIR (LI NSING AUTHORITY] This individual a, e i fo ad f.�the icensi requijr, n s that pertain to this type of business. il Authorize Signature* COMMENTS: No. ® � r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for MIsposal ,*pstrm Construttion Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(.% LJ Complete System ❑Individual Components Location Address or Lot No./17 A SM j M er's Name,Address,and Tel.No. X Assessor's Map/Parcel 3qLt — b1b Installer's Name,Address,and Tel.N ,741 Designer's Name,Address,and Tel.No. 2t'G� wz j,� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided IV 17 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and-riot to place the system in operation until a Certificate of Compliance has been issued by this Board of lth.A �' Sid� � � Date Application Approved by Date �� �j-�` 15 Application Disapproved by Date for the following reasons Permit No. 001 S Date Issued _ 't�' ��.+yI"-�,+rf,ry,r,is_�,.ri..:1 S•,y.+.•- n� , ..'..r�'w_7a:'re'w.j..a,.j,,,t,� ,. 'F %`.*x. rr'- - '•f '3• ` . „!. .: • 4 No. ' O � / P �r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: • Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for`Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(11111"❑Complete System ❑Individual Components ;! Location Address or Lot No � �.- f�,�l wner's Name,Address,and Tel.No. x Assessor's Map/Parcel 3 q•q — b) fo Installer's Name,Address,and Tel. o. Designer's Name,Address,and Tel.No. ti< �C� 'lir� lam SG� Type of Building: e i Dwelling No.of Bedrooms Y" Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures fi Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of shedts Revision Date Title r Size of Septic Tank Type of S.A.S. E ' Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: t 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 not to place the system in operation until a Certificate of Compliance has been issued by this Board of Itealth� 5 -- Date Application Approved by Date Application Disapproved by Date f for the following reasons Permit No. a O 1 5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance ' THIS . TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(✓)by 1 �( at / has been constructed in accordance ` with the provisions of Title 5 d the for isposal System Construction Permit Nord b)S dated I r Installer AA ,: Designer #bedroom Approved design floe gpd 1 The issuance of this permit shall not be construed as a guarantee that the systemrillfuncdod as desig Date l+ Inspector � � J No. �`6' 1 Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS p Mis osai stem Construction Prmit -+ � Permission is hereby!granted to Construct( ) Repair( ) Upgrade( ) Abandon) System located at ( �� y jAA)j- ,1 , �/V16- and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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,_-----, ;L Approved b Date pp y AsBuilt 14 Page 1 of 1 TOWN OF BARNSTABLE LOCATION__/! SEWAGE#_ 'q—J ? VILLAGE ASSESSOR'S MAP&LOT 3 4`1- i INSTALLER'S NAME&PHONE NO. 477,o SEPTIC TANK CAPACrI'Y s`�O LEACHING FACILITY: (type) > L' L. 4//f-i%!'(size) A /5 NO,OF BEDROOMS BUILDER OR OWNER PERMIT DATE: C• - 1 3 - 92 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 leac�}'ng facility) Feet Furnished by— .�t�l' ��stia y' e �r http://issgl2/intranet/propdata/prebuilt.aspx?mappar=344026&seq=1 2/16/2016 Stanton, David To: John O'Dea Subject: RE: Completed Title 5 Septic Report, Rosary Lane Hyannis 1_1of1 Jpg (938 KB) Hi John, Sorry for the delay, it has been crazy here lately. They are grandfathered in for 3 bedrooms (aka 330 GPD) based on septic permit 99-529. attached copy for your records. I checked with Tom, as far as Health is concerned they are grandfathered in, whether or not the building is razed and\or septic abandoned, they can still have a 3 bedrooms\330 GPD flow for the property in the future (may need to put in a new septic .if they abandon or the current one is failed at time of re-use) Thanks, Dave -----Original Message----- From: John O'Dea [mailto:John@sullivanengin.com] Sent: Wednesday, July 22, 2015 9: 13 AM To: Stanton, David Subject: FW: Completed Title 5 Septic Report, Rosary Lane Hyannis David, Please find attached a septic inspection performed for 17 Rosary Lane. New owners would like demolish, the existing dwelling. The site is located within well overlays and State Zone 2, so flow for new development would be limited.' With this inspection, could the dwelling be demolished and the flow protected for future redevelopment? I believe demolition and rebuilding with no increase in flow are protected under "new construction", but no timelines are established. Would the septic need to remain in the ground? John O' Dea, P.E. Sullivan Engineering & Consulting, Inc P.O. Box, 659 Osterville, MA .02655 508-428-3344 508-428-9617 (fax) 1 - . an 08 14 04:40p p.1 °• ' _<L\ Commonwealth of Massachusetts ® - Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is Hyannis MA 02601 1-4-14 required for every page. CityRbwn State Zip Code Date of Inspection Inspection results must be submitted on this form: Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:when filling out forms A. General Information �plunuup�� on the computer, I1A OF Mass%,��� use only the tab 1. Inspector: Key to move your o • • y cursor-do not James D.Sears �:= JA M ES :m use the return Name of Inspector key. p *; :cnc CapewideEnterprises,LLC , Company Name �,� - Ttti^t �Q�. I� III 153 Commercial Street �ii� 1iNSP�G���``�� - � Company Address Mashpee MA 02649. City/Town State Zip Code 508-477-8877 S1623 _ Telephone Number License Number CD B. Certification i 1 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 nspection-zThe inspection was performed based on my training and experience in the proper function andimainte4ge o(dh site sewage disposal systems. I am a DEP approved system inspector pursuant to Sect6m15.34'b of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 1-6-14 IdWector's Signature Date 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. *This report only describes conditions at the time of inspection and under the conditions of use at that time.Tpis inspection does not address how the system will perform in the future under the some or different conditions of use. t5ins•3113 Title 5 Ofidel InspWian mbsurfaceSewam Disposal System• age 1 of 17 dan 08 14 04:40p p.2 Commonwealth of Massachusetts , Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln. _ Property Address Avelino Lopes Owner Owners Name intorm dfo is Hyannis. MA 02601 1-4-14 required for every page. Cityr town State Zip Code Date of Inspection B. Certification (cunt.). Inspection Summary:'Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired_The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. Y El N ❑ ND(Explain below): E .. t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pape 2 of 17 Jan 08 14 04:41 p p.3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis annis MA 02601 1-4-14 page_ Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cunt_): ❑ 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): El 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): 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. , El Cesspool or privy is within 50 feet of a bordering vegetated wetland`or a salt marsh . • Bins-3113 Title 5 Qfiicial trapectlon Form:Subsudaw Sewage Disposal System Page 3 o1 17 'Jan 08 14 04:41 p p.4 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner owner's Name information is Hyannis MA 02901 1-4-14 required for every { page. Cityrrown State Zip Code Date of Inspection B. Certification (cunt.) 2. System will fall unless the Board of Health.(and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health,. safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within, 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank.and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **.This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent 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: D) System.Failure Criteria Applicable to All Systems: You must indicate"yes"or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ® Discharge or ponding of effluent to the surface of the ground or surface water4 due to an overloaded or clogged SAS or cesspool` ® " Static liquid level in the distribution box above outlet invert'due to an overlcadedi Ell or clogged SAS or cesspool Liquid depth in sEERM is less than 6' below invert or available volume is less ;.❑ ® than '/Z day flow �'Aey/.r�G _ t5ire•3113 Lille SOtridel kspedion Form:SubeurFace Sewage Olsposal System•;Page 4 or 17 Jan 08 14 04:41 p p,5 Commonwealth of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owners Name information is required for every Hyannis MA 02601 1-4-14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS,cesspool or privy is below high ground water elevation. Any 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. ❑ ® Any 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 N the well water analysis,performed at a DEP certified laboratory,for fecal coliform bacteria Indicates absent 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 and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000gpd- • 10,000gpd. ® 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. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes" to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed.The owner.or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. m5ins-311.3 Title 5 OlIIdal Inspection Fan:Subsu iwe Sewage Disposal System a page 501.17 Jan 08 14 04:42p p.6 Commonwealth of Massachusetts WE Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln Property Address Avelino Lopes Owner Ownees Name information is required for every Hyannis MA 02601 1-4-14 page_ Cltyrrown state Zip code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® 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? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as NIA) ❑ 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 sae and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ ' Existing information. For example,a plan at the Board of Health. El ® 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(5)] D. System Information Residential Flow Conditions: e Number of bedrooms(design): 3 Number of bedrooms (actual): 3 DESI ow based an 10 CMR 1 0 fexample: 11 x#E of bedrooms):. 330 GN Fl e 3 5 2 3 or0 ( 9Pd ) . t5ins•:3113 Title 5 Otfdal Inspe 1m Form:Subwdace Sewage Disposal Systam•Page 6 of 17 Jan 08 14 04:42p p.7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 't 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is Hyannis MA 02601 1-4-14 required for every - page. CityRown State Zip Code Date of Inspection D. System Information Description: The system is a1500 Gal. tank D Box and two dry well's. Number of current residents: No Does residence have a garbage grinder? ❑ Yes ® No Is laundryy on a separate sewage system?(Include laundry system inspection 0 Yes ® No information in this report.) Laundry system inspected? ❑ Yes. ® No Seasonal use? ❑ .Yes Z No Water meter readings, if available last 2 ears usage tl 2012-124,OOOGa 9 ( Y 9 (gP )) 2013-128,OOOGal's' Detail: Sump pump? ❑ Yes No Last date of occupancy: Present Date CommerciaUlndustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? El Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: {sins•W13 Title 5 Vidal Inspection Forth:Subsurface Sewage Disposal System•Page 7 of 17 ,Jan 08 14 04:42p p.8 • 4N Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page. City/Town State Zip Code Date of Inspection D. System Information (Cont) Last date of occupancyluse: Date Other(describe below): General Information Pumping Records: Source of information: NA.. Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes, attach previous inspection records, if any) ❑ InnovativelAltemaWe technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract • ❑ Tight tank.Attach a copy of the OEP approval. "❑ Other(describe): r , t51ns•3rt 3.: '` Title S.Official Inspection Form Subwrtaos Sewage Disposal System-Page 8 c4.17 Jan 08 14 04:43p p.9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary.Assessments 17 Rosary Ln Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page. City/Town State Zip Code Date of Inspection R D. System Information (cont.) Approximate age of ail components,date installed(if known)and source of information: 1999 Permit # 99 529. Were sewage odors detected when arriving at the site? ❑ Yes ® -No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: El cast iron ®40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints;venting,evidence of leakage,etc.): P'ipeing is 4" PVC SCH 40. Septic Tank(locate on site plan): 27"� Depth below grade: feet Material of construction: ®`concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is,dge confirmed by a Certificate of,Compliance? (attach a copy of certificate) "z ❑ uYes ❑''No Dimensions 1500 Gal. Precast r€ 24 Sludge depth. . ".• LSirts 13113 Title 5 officlei[rr mcdon Form Sobsuitace Sewage Oisposaf System Page 9 or 17 �a u. y Jan 08 14 04:43p p.10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle 28 Scum thickness 1 Distance from top of scum to top of outlet tee or baffle 811 Distance from bottom of scum to bottom of outlet tee or baffle 17" How were dimensions determined? Asbuilt-Tape Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank at working level. Tank and outlet cover at 27" below grade w/inlet cover at 1'. In and outlet Tees. No sign of leakage or over loading. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle I Date of last pumping: Date t5ins•31i9 _ _ mile s omciac mpection Form Subsurface Sewage Disposal System•Page 10 d 17 Jan 08 14 04:43p p.11 Commonwealth of Massachusetts - - Title 5 Official Inspection Form Subsurface Sewage Disposal System Foam -Not for,Voluntary Assessments 17 Rosary Ln Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page, Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition; structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass . ❑polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow; gallons per day Alarm present ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping:' Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? [] Yes ❑ No loins•3113 . Title 5 Dflicial Inspection Form Subsuftw sewage Disposal System•Psge 11 61117 Jan 08 14 04:44p p.12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 17 Rosary Ln. . Property Address Avelino Lopes .Owner .Owner's Name_ information s H annis MA 02601 1-4-14 required forevery page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above,outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D,Box is 16"x16"4 below grade. Box is solid w/two line's out, No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes No* Alarms in working order: [] Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances,etc.): * If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS,not located, explain why:. t51ns•3113 Title 5 Offciel trtspection Form'Subsufaoe Sewage Disposal System Psge 12 or 17 Jan 08 14 04:44p p.13 Commonwealth of.Massachusetts Title 5 Official Inspection Form a, Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 17 Rosary Ln Property Address Avelino Lopes OwnerOwner's Name information Is Hyannis MA 02601 1-4-14 required for every y page. CitYFrown State Zip Code Date of Inspection D. System Information (cont.) Type: El leaching pits number: 2 ® leaching chambers number. ❑ leaching galleries number. ❑ leaching trenches number; length: ❑ leaching fields number, dimensions. ❑ overflow cesspool number. • ❑ innovative/alternative system Typelname of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): Leaching is two 500 Gal. dry well's,25'x13'. Chambers are 44"below grade.4"water in chambers walls are clean like new. No high stain line or solid carry over. Cesspools (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 ❑ No t5ins•3113 Tiue 5 Of ial Inspection Fonm Subsurface Sewage Disposal System•Pape 13 of 17 Jan 08 14 04:44p p.14 Commonwealth of Massachusetts Title, 5 Official Inspection Form _ Subsurface Sewage.Disposai System Form-Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.):. Privy (locate on site playa): Materials of construction: ` Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 1 � 4 6 K [Sins•3113 Title 5 Ot6dal Ins on Form S�bsurlaoe v pear Sewage oisposal system P.ege 14 a r Jan 08 14 04:45p p.15 Commonwealth of Massachusetts �. -- Title 5 Official Inspection Form y subsurface Sewage Disposal System Form-Not for Voluntary Assessments • 17 Rosary Ln.. Pro rtY a Address P Avelino Lopes Owner Owner's Name information is required for every Hyannis. MA 02601 1-4-14 " page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a.view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 16-/-,23 � i 0 14 a /R EAR , t5ins•3113 Tllle 5 Olfidal Inspection Form:Subsurfim Sewage Disposal System•Page 15 of 17 ,-Jan 0814 04:45p p.16 Connmonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes _ Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 • page. Cityrrown State Zip Code Date of trmpection D. System Information '(cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells ND Estimated depth tofh-igh ground water. 25+' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: Per paperwork on.file. ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Per paper work on file at S.O.H.. No G.W.at 25+'. Bottom of leaching at T below grade. Bottom of leaching at 18'above G.W.Depth.on file. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Tine 5 Official inspection Form;Sgbsurfecs Sewage Disposal System-Page AS 6117 f Jan 08 14 04:45p p.17 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 17 Rosary Ln. Property Address Avelino Lopes Owner Owner's Name information is required for every Hyannis MA 02601 1-4-14 page. Cilylrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5as•3/13 Title 5 ONidal&Lvacfim Forw Subsvafsoe Sewage Disposal System•Pape 17 of 17 TOWN OF BARNSTABLE v ~ LOCATION 17 �o��rU L�19� SEWAGE # VILLAGE #iV,4,1n15 ASSESSOR'S MAP& LOT3�i'�/—D 1 INSTALLER'S NAME&PHONE NO. 47--703 y9 d/o,5 c, SEPTIC TANK CAPACITY / b0 LEACHING FACILITY: (type) 1 r 4e 461 size) NO.OF BEDROOMS BUILDER OR OWNER or el O PERMITDATE: R' - �3 � V 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 leac 'ng facility) Feet Furnished by � 4 i •k P9 r h , R , No. 99 Fee IS01 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for ]Diopozal *pgtem Construction Permit Application for a Permit to Construct(-IRepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `f ",Swl Lam/4 Owner's Name,Address and Tgl.No. /'lr�y<3691�11s Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other . Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank s Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 00 S 40 0ew Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this oard o Health. Signed Date Application Approved by t Date —2 3 " Application Disapproved for the following reasons Permit No. Date Issued 8- Z,3 " .'* .. No. � � fi � +u � � �'"� Fee 1J j.�.v 3 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Rpolication for 0izpogal*pgtem Construction Vermit Application for a Permit to Construct(Repair( )Upgrade( ' )Abandon( ) ❑Complete System ❑Individual Components l Location Address or Lot No. /7 Owner's Name,Address and Tp1.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ), Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. Description of Soil a w Nature of Repairs or Alterations(Answer when applicable) DO 00 — v .. 1 ooF Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this oar f Healt . Signed r Date Application Approved by Date Application Disapproved for the following reasons Permit No. '-'-r Z Date Issued r - THE THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed 4..4-Repaired( )Upgraded( ) Abandoned( )by ✓0 cps at has been constructed in accordance with the provisions of Title and the for Disposal SysterdConstruction Permit No. 99nS Z 1 dated X_, Installer, 1is:C 17 12e rraS Designer l :. The issuance of this permit sha1 not/be construed as a guarantee that the system will function as desi ne / Date Inspector ry alr b v 1 G No. -�C� y/ �2 G Fee I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ., lwigogar *pgtem Congtruction Vermit Permission is hereby granted to Construct Q�Repair( )Upgrade( )Abandon( ) System located at L >� 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 nilist be completed within three years of the date of this pernut. G+� UZ Date: /�3 / Approved by ,ClJRA, U6M NOTICE: 'This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTMCATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CCLr%7STRUCTION PERMIT(WITHOUT DESIGNED PLANS) 5 , hereby certify that the application for disposal works construction permit signed by me dated concerning the property located at /7 11<2�sea�� �i9h-G �'����� meets all of the following criteria: The failed.system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. 4---The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. •/' There are no wetlands within 100 feet of the proposed septic system There are no private wells within 150 feet of the proposed septic system G---There is no increase in flow and/or change in use proposed f There are no variances requested or needed e;--'Tbe bottom ofthe proposed leaching facility will not located less than five feet above the maximum a.djimed groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] If the S.A.S. will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facil;.rf will n�c t-be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) �r 8) G.W. Filevation �_+the MAX. High G.W. Ad' � � lustment L.G_ DIFFERf:NCE BETWEEN A and B a SIGNED (Sketch ro sr ' DATE P Po _d plan of system on back . q:t,�u,ra►da:� ) �U�� �� o�Si /S � 0 .� — s o�l�Sa� ����s�x.� J s��- ::�, ...,�,. .,r;_ TOWN OF BARNSTABLE a LOCATION /Z SEWAGE # ! VII,LAGE !•�p.,h/S ASSESSOR'S MAP & LOT 3 4 �—D 2 INSTALLER'S NAME&PHONE NO.,!!�71—0 y SEPTIC TANK CAPACITY j LEACHING FACILITY: (type) °} ''r� c�,oL r11 W/ A(size) �� J NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 4 2-5 COMPLIANCE DATE: 24k`I9 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 j Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac 'nWfc,lity)Furnished by Feet . .. ...... :.; ... .:.. u 1 C ! Stanton, David From: John O'Dea [John@sullivanengin.com] Sent: Wednesday, July 22, 2015 9:13 AM To: Stanton, David Subject: FW: Completed Title 5 Septic Report, Rosary Lane Hyannis image001.png (16 Rosa ryLane_Title5. KB) pdf(4 MB) David, Please find attached a septic inspection performed for 17 Rosary Lane. New owners would like demolish the existing dwelling. The site is located within well overlays, and State Zone 2, so flow for new development would be limited. With this inspection, could the dwelling be demolished and the flow protected for future redevelopment? I believe demolition and rebuilding with no increase in flow are protected under "new construction", but no timelines are established. Would the septic need to remain in the ground? John O' Dea, P.E. Sullivan Engineering & Consulting, Inc P.O. Box 659 Osterville, MA 02655 508-428-3344 508-428-9617 (fax) 1 I N I 7T W E -------------- --- ------------- ----- ----------------------------- --------- --------------- „•� 2TA' „'� „•a 1 ANDERSEN A5 ANDERSEN ANDERSEN ANDERSEN I IA31 A3, A3t A31 I I I I I 1 R F lu-0 ,na I - I TO' I P.T.8z5POSTS HVAC DOOR "T.ezSO TS mz -- ----- I STEEL BEAM ABOVE STEEL BEAM ABOVE r——— _—_—_—_ _—_—_ _— ——— _—_—_ _—_ —_—_—_ _—_—_—_ _ _—_—_ _—_ ——— STORAGE --- STORAGE I --- I I 1 A y F F UP EXIT HALL OO 30'z TO (EXIT) a A © A (EXIT) DOOR 3rrxr ® (EXIT) DOOR 1P0'O.H.DOOR 3'0-z TO' 180-x 180.O.H.DOOR z DOOR Q J } APRON ' APRON Q ( oNc O E'-0 4'-0 T8 18-0- Tom' 0 I A O p LL 71- 2,'U- FIRST FLOOR FLAN iECC2012 COMMERCIAL ENERGY EFFICIENCY DETAILS f CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 502.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATIONSKYUGHr ROOF R-VALUE WOOD FRAMEDFLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL V UTACTOR U-FACTOR RUSE ALL OTHER WALL R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DRIVEWAY 0.35 0.00 Q 3S 20 30 1p/13 10(2 FT.DEEP) 10/13 NOTES: - 1,R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2012 CHAPTER 5 FOR ALL INSULATION&ENERGY REQUIREMENTS BUILDING DESIGN CRITERIA 1 QS SMOKE DETECTOR BUILDING USE:R3-RESIDENTIAL(2 DWELLING UNITS) BUILDING AREA ©CARBON MONOXIDE DETECTOR S-1 BOATNEHICLE STORAGE 1 LOWER LEVEL:1872 S.F. ®HEAT DETECTOR BUILDING DESIGN LOADING: SNOW-35 PSF GROUND SNOW LOAD a UPPER LEVEL:1673 S.F. (EXIT)LIGHTED EXIT SIGN/DUAL EMERGENCY LIGHTING WIND-120 MPH EXPOSURE"B" I TOTAL AREA :3545 S.F. I I ® EMERGENCY AUDIONISUAL ALARM LIVE LOAD-100 PSF R USE I it 1 CONSTRUCTION TYPE-5A II Lam_—_—_—_—_---_—_—_---_—_—_—_-- —SIDE PROPERTY LINE —__----__--_—_---_—_ _---_—_—_ _—_—_—_—_—_ --_---_-- THE DESIGNER SHALL BE NOTIFIED IF ANY ® COTUIT BAY DESIGN, LLC NEW BUILDING FOR• ERORSOROMISSIONSILDING ARE NTR SCALE : DRAWING No. 43 BREWSTER ROAD CO STRUCTI N."PRIORTOSTARTOF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESONSIBLE FOR THE CONTENT 1 1 IN THESE DRAWINGS IF CONSTRUCTION 4"= 1 -0' MAS H PE E,MA. 02649 COMMENCES WITHOUT NOTIFYING THE PH.(508)274-1166 EJ JAXTIMER BUILDER Al FAX(508)539-9402 of THHE OV.T1R NOTED.ANY OTHER U E OF THESE DRAWINGSARESOLELYFORTHEUSE PATE 17 ROSARY LANE HYANNIS, MA THEBENTOFTH DESIGNER EQUIRES THE IGNERUNDERITTEN THE CONSENT OF THE DESIGNER UNDER THE AfiCHRECTURAL COPYRIGHT FOTECTION /15/2016 D5 -(SHED DORMER) . 3-1tl' 3'-0' t8L 3/4' 1863I6' 8'4T t0@3/d' J18-5314- A • A5 ANDERSEN ANDERSEN ANDERSEN gNDERSEN ANDERBEN M.ERSE. 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FAX(5O )539-9"02 OF THE OWNERN NOTED. AERRORS OTHER USE O �� THESE DRAWINGSARESOLELYFORTHEUSE PATE 17 ROSARY LANE HYANNIS, MA CONSETOFTHEOTEIGNERUNDER HERTEDF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UN PROTECTION 2/15/2016 ARCHITECTURAL COPYRIGHT PROTECTION N W E (SHED DORMER) IE� A5 I 0. I � O =A , LJ cc 114- � I A A I I 1P-0' 1P-0' I b I I I � I I � I I I I I I I I A A5 SOLID TWORA 2F 8 BLOCKING IN THE OUTSIDE ALLOER& SPAI3 JFOR AI VS ®O ON ALLOW SPACEFOR AIR 1 (SHED DORMER) FLOW ON THE UNDERSIDE OF ROOF SHEATHING 11'-0 ROOF FRAMING PLAN NOTES: 1.)ALL ROOF RAFTERS TO BE 2 x 12'3 UNLESS OTHERWISE NOTED 2.)USE SIMPSON H2.5 HURRICANE CLIPS AT ALL RAFTERS ENDS HIGH WINDASPHALT ROOF SHINGLES I)VERIFY GUTTER TYPE/LAYOUT WB'CDX PLYWOOD SHEATHING WI OWNERS N- 2.12 RAFTERS IB FELT PAPER SIMPSON H 2.5 HURRICANE CLIPS WIND WASH PO'BARRIER WIDE ICEMATER SHIELD ALUMINUM DRIP EDGE 1 z,0 FASCIA BOARD 1%3 STRAPPING I 1 z 0 SOFFIT BOARD tl2 GWSUM BOARD 1z CO NEVINYLSOFFITVENT . '1 z350FFIT BOMD ... •. .. _ ... _ TYP.2z0 WALLS 1&6 CROWN 1.8 FRIEZE BOMD DETAIL AT WALL SCALE:112"=V-0" THE DESIGNER SHALL BE NOTIFIED IF ANV COTUIT BAY DESIGN, LLC NEW BUILDING FOR• ERRORS THESE DRAWINGS AWINGSIONS PRIOR TO OST- OF SCALE : DRAWING NO.: ARE FOUND OUN O 43 BREWSTER ROAD CONSTRUCTION.IBLEFHE FOR DING ONTRACTOR 1/41I WILL BE RESPONSIBLE FOR THE CONTENT 1 MASHPEE,MA. 02649 ICDMMENC SWTHOUT(NOOTIFYYIING'THE S. P�H./(508)274(1-1(1166 EJ JAXTIMER BUILDER THESE DRAWINGSME SOLELY FORTHE USE FAX(50 )539-9402 DESIGNER ERN OTM ANY ERRORS USE OF OF THE DRAWING REQUIRES OTHER USE DATE : A7 17 ROSARY LANE HYANNIS, MA THESE DRAWINGS REQUIRES HE WRITTEN CONSENT OF THE DESIGNER UNDER THE 2/15/2016 MCHITECTURAL GOPYRIGHT PROTECTION �L i ` o i o o LP3 LOT 35 RIM 33.0 9,813 S.F. [341 INV 28.0 133� DA TH1 33. -o- w B1 DRAINAGE AREA `*V 2 .p• RIM 31 _ 33. 1] - IN ° SKETCH PLAN i H1 OF RIM 32.0 DA � INV. 26.8 o ! 17 ROSARY LANE HYANNIS MA 0 4.. PREPARED FOR 33 z,3,,, • - , E.J. JAXTIMER BUILDER, INC. DATE: APRIL 29, 2016 � Sale• 1' ?0' x P 1 LP2 0 10 20 30 40 50 FEET off 508-362-4541 o RlV 3 6 fax 508-362-9880 I downcape.com down cope engineering, im. civil engineers land surveyors +� 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE #16-052 1 LEGEND NOTES SYSTEM DESIGN. SYSTEM PROFILE 4" SCH4D VENT WITH FF- CHARCOAL FILTER AS 1. DATUM IS NAVD 88 99- EXISTING CONTOUR (NOT TO SCALE) SHOWN PLAN VIEW GARBAGE DISPOSER IS NOT ALLOWED ALL SYSTEM COMPONENTS SHALL BE PITCH BACK TO SAS, 2. MUNICIPAL WATER IS PROPOSED X 99.1 NO LOW POINTS. EXIST. SPOT ELEV. 2'0 H-20 CAST IRON COVERS TO GRADE COMPARABLE H MEANS�FOR FUTURE LOCATION. n 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. p\ -[991---- PROPOSED CONTOUR PROPOSED 3 BEDROOM DWELLING \ TOP Fo ND. EL. 36.0 BED /N CONCRETE UP TO BINDER COAT PAVEMENT 2" PEASTONE OR GEOTEXTILE 2' CAST IRON COVERS TO GRADE OR CONCRETE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 4p 198.41 PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD FILTER FABRIC OVER STONE TO BE AASHO H-ZQ ee 01' / COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER Zp\ �Q TH1 USE A 330 GPD DESIGN FLOW 33.0 MINIMUM .75' OF COVER OVER PRECAST 5. PIPE JOINTS TO BE MADE WATERTIGHT. 0p�pe P\ oJ�r 2% SLOPE REQUIRED OVER SYSTEM TEST HOLE .•: PRECAST H-20 " SEPTIC TANK: 330 GPD (2) = 660 (FIRST COMPARTMENT) _ 4 0SCH40 PVC PRECAST H-20 MORTAR ALL s. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH m 2% ,.: SLOPE OF GROUND :, '' 2'0 •A.- RISERS (TYP.) 4 RISERS (TYP.) COMPONENTS 310 CMR 15.000 TITLE 5. En inehouse a 2's PIPES LEVEL 1ST 2' INV S EL. 29.5 4' ( ) 9 MR) SIDES 30.5 0� 330 GPD (1) = 330 (SECOND COMPARTMENT) *30.5' 10" - Po�o�o�o '20, •° °•• 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO l Locus UTILITY POLE 660 + 330 = 990 GAL. REQUIRED : TEE :. . - 30.1$' °71.77.° ° ° ®®®® n ®® ® 1E2F7=!I_L_0 -®®®® ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER 30.0' 24• \29.93' o 0InJmmmm�®mmmm ®®®®®®®0 0 PURPOSE. 24' TEE •o°°o°°°°°°°o°o° WATERTEST D'BOX O a ® Q A FIRE HYDRANT USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK ,°°°°°°°°°°°- >°°° ®®®�® ®hI®®® I�I�hJ®®®®I�®®® "°°°°°°°° TEE GAS BAFFLE - FOR LEVELNESS >000 ®®®®®�®®®®® ®®®®®®®®®®® ,00000000 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o° a NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWINGGAS BAFFLE 29.77 29.6 > ° °°°°°°° 27.5 �� A, Bokeo •. .•,. 916 GAL COMB 534 GAL COMP. 6' MIN. SUMP 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED LEACHING: " 12' MIN. INT. DIM. Route 28 6.0' 3.5' NOTE. 2 MIN. WALL WITHOUT INSPECTION BY BOARD OF HEALTH AND THICKNESS REQUIRED 3 4"-1-1 LH-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD . .•. • / /2 DOUBLE WASHED STONE 4' MIN. PERMISSION OBTAINED FROM BOARD OF HEALTH. ., ,. .. -••'�''• � ..... .•..•..• (2) UNITS REQUIRED *THE INSTALLER SHALL VERIFY THE ° ALL AROUND PRECAST STRUCTURES 0 0 0 O O O O O O O O O O O O O O O O O O O L BOTTOM 25 x 12.83 (.74) = 237 GPD ° ° 000 000 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL ^°00000o0onon°n°no0o°°°0000 p non°„on°oo0o00 ^ >c DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND TOTAL: 472 S.F. 349 GPD ELEVATIONS PRIOR TO INSTALLING ANY s" CRUSHED STONE OR MECHANICAL k LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES COMPACTION. (15.221 [2]) PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP PORTION OF SEPTIC SYSTEM USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE WITH 4' STONE ALL AROUND ( 2 5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) H-20 22.5' BOTTOM TH-3 REMOVED 5',BENEATH AND AROUND THE PROPOSED NOT TO SCALE NO GROUNDWATER FOUND LEACHING FACILITY. H-20 H-20 LEACHING 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO ASSESSORS MAP 344 PARCEL 26 FOUNDATION 12' SEPTIC TANK 16' D' BOX 12' FACILITY DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. MA APPROVED DATE BOARD OF HEALTH EXISTING USE: RESIDENTIAL (3 BEDROOM) RECENTLY DEMOLISHED PROPOSED USE: APARTMENTS OVER GARAGE 3 BEDROOMS TOTAL ZONING SUMMARY ZONING DISTRICT: B DISTRICT REQUIRED: PROPOSED: MIN. LOT SIZE - 9,813 SF MIN. LOT FRONTAGE 20' 75' MIN. FRONT SETBACK 20' 20.5' MIN. SIDE SETBACK - 5.6' TEST HOLE LOGS MIN. REAR SETBACK - 18.5' k MAX. BUILDING HEIGHT 30' 28' ENGINEER: DANIEL E. GONSALVES, SE #13587 IMPERVIOUS <50% 49.6% WITNESS: -DAVID STANTON, RS NATURAL* >30% 50.4% 4 16 *PREVIOUSLY DISTURBED SITE DATE: 3/ / o SITE IS LOCATED WITHIN THE GROUNDWATER PERC. RATE < 2 MIN/INCH PROTECTION OVERLAY DISTRICT CLASS I SOILS P# 14968 x i PROP. VE T CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT O ELEV. ELEV. ELEV. ELEV. CONTRACTOR WITH HOMEOWNER f 1 IT I� LP '� LOT 5 CONSULTATION) p" `� 33.5' 0» 33.5' p" 4 33.5' 0" 4 33.5' RIM 33.0 9,813 S.F. [34> >S• ,'�k� ROPOS D PARKING CALCULATIONS: A A A A - INV. 28.0 /- � � 2�3�„ l33 TREE o 3> DWELLING UNITS 2 x 1.5 = 3 SPACES SL SL SL SL TOTAL: 3 SPRCES-REQUIRED _ _ 10YR 3/2;- 1 OYR 3/2 1 OYR`_4/2 -10YR-4/2 ' ;�32.8] O �. 5pp 6 12 10 L 09- ' H1 2 4 SPACES PROVIDED IN GARAGE SPACE UNDERNEATH LIVING AREA B B B B SHADE TREES- 4 SPACES (1/5) = 1 TREES REQ. SL SL SL SL •"� 33: 1] 1 SHADE TREES PROVIDED IN OR WITHIN 5' OF PARKING LOT 10YR 4/4 1OYR 4/4 10YR 4/6 10YR 4/6 RIM 31 37" 30.4' 38" 30.3' 30" 31 ' 3201 30.8' IN D ♦ H1 _ ♦ R/M 32.0 k 18 5• 0 � � INV. 26.8 PERC C C PERC C C PROPOSED ' BUILDING MS MS MS MS TOF = 36.0 �.,,. m.. ,... ,. ..0:.;...z •"� o SLAB = 33. 1 0 10YR 6/6 10YR 6/6 2.5Y 6/4 2.5Y 6/4 a x33 S i N O 126" 23' 126" 23' 132" 22.5' 132" 22.5' x 2� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED k ti� P 1 LP2 = RI 32.0 TITLE 5 SI PLAN x W OF 0 0 0 17 ROSARY LANE w HYANNIS, MA 0 SEE PAVEMENT SECTION n I HEAVY DUTY H-20 COVER LABELED "DRAIN" F&C PREPARED FOR DRILL (2) 1"0 HOLES IN COVER 8" H-20 F&G RIM LISTED COMPACT BACKFILL IN 6" (4) TOTAL ON DRAINAGE H-20 F&G TO PLAN GRADE BED /N CONCRETE UP TO BINDER COAT PAVEMENT LIFTS (TYP. ALL DRAINAGE) BED IN CONCRETE UP TO BINDER COAT PAVEMENT E.J. JAXTIMER BUILDER, INC. MIRAFI 140N FABRIC OVER H-20 -: H-•20 RISERS PRECAST r„ MORTAR ALL DATE: APRIL 27, 2016 FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"1� HDP 4. COMPONENTS DRILL (2) 1"0 ='" o z Y AS REQ. ADS N-12 OR EQ. HOLE BRICK ADJUSTING COURSE CAPE COD BERM SET L INV. MORTAR (TYP.) = 20 1 12"X3" INTERGRAL WITH TOP COAT 1.0" TOPCOAT MASS DPW PROPOSED 2.0' ( P.) 12" X 24" N Scale: '� f TYPE II H-20 ELBOW OR 6" SDR35 ROOF DRA/N AT 19. MIN. 18" MIN. COVER ` 2.0" BINDER ,� LEACHPIT INV. EQUIVALENT C.B. TRAP I� LISTED 12"0 HDPE PIPE 0 10 20 30 40 50 FEET 6'sbX6'-8" SHOREY 6'-6" X 4' I.D. H-20 LP OR EQUAL INV. LISTED H-20 ° d°°°°2°°°o°o°o°°°�°o°o°o° MAN HOLE H-20 CATCH BASIN off 508-362-4541 STONE.. SHOREY OR EQUAL 4' MIN. SUMP a R 12" REPROCESSED ASPHALT GRAVEL 4,'•MII� AR01J D PIT 4' SUMP MIN. ��ZN OF rfgsr� Q �L�N OF Mgngjr fox 508-362-9880 EXTEND GRAVEL 6" MIN. MDPW SPEC. VIB. ROLLER COMPACTED FLAT TOP STRUCTURE ��'� °y o`' D;?'�IG ICU i downcape.com PAST EDGE PAVE COMPACT SUBGRADE 6'-6" X 4' I.D. SHOREY SOLID �DANIELA. �m / ,` RJti 6" STONE UNDER BASIN H-20 OR EQUAL " O ALA / i 11? • r down cope engineering Inc q NO. Y(L, 10 v .; 1-1/2- DOUBLE WASHED STONE (TYP.) � � 2 .o o r n civil engineers DRAINAGE CROSS SECTION �_-z,-I� o?�SON�L��NG\�� ` �s�s\!y° land surveyors PAVEMENT CROSS SECTION - `g 939 Main Street ( R to 6A) NOT TO SCALE NOT TO SCALE DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE # 16-052 16-052 JAXTIMER.DWG