Loading...
HomeMy WebLinkAbout0128 GREAT BAY ROAD - Health 2-6 Cireat`Bay Road os► ville q 072-0 2-003 t TOWN OF BARNSTABLE LOCATION SEWAGE VILLAGE ASSESSOR'S MAP&PARCEL d'Z XQ 3 JIMrAttER-S NAME&PHONE NOda�Q���� � --�-�.6 p ce,or s SEPTIC TANK CAPACITY \(�500 5� LEACHING FACILITY: (type) U— ac-v. (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED By , Fj A 1 i Za i. , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Osterville MA• 02655 May 2, 2012 required for every page. CitY/Town 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: A. General Information Wher flllag out formscon theme.- ' computer,use 1. In pector: only theaab key rug to movor.'your -.. patrick T. Sullivan . cursors-"do not 1 %'�' Name of Inspector - - use thetum , key. �= Ready Rooter, Inc. C.. Co ply Name W 1— C P.O. Box 371 Company Address ` Sandwich MA 02563 Cityrrown state, Zip Code 508-888-6055 t SI 12843 Telephone Number License Number B. Certification ` 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 16.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes , ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority May 4,2012 Inspector'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 1 0,000 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 o6ly 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"oudifferent conditions of use. t5ins•11/10 r Title 5 OfficiaWslon m:Subsurface Sewage Disposal System Page;of 1 t t. ' i. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Osterville -MA 02655 May 2, 2012 , required for y every page. Cityrrown State Zip Code bate of Inspection B. Certification (cost.) inspection Summary: Check'A,B,C,D•or E/always complete all of Section D A) System Passes: f ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 31 Q CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: Design flow shows for 3 bedroom.Assessors shows 4 bedrooms. 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. r 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 exhitration 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): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 2 a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y 128 Great Bay Road Property Address r- Andrew Ferguson ' Owner Owner's Name , information is Osterville i +;. MA o 02655 May 2, 2012 required for every page.' City/Town State Zip Code Date of Inspection B. Certification (cont.) 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): ❑ 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): r- ❑ The system required pumping moy�than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(wi approval of the Board of Health): ❑ broken pipe(s) are repl ced ❑ Y ❑ N ❑ ND (Explain below): El obstruction is remov d ❑ 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 surface,water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 3 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Ownbr's Name information is required for Osterville MA 02655 ' May 2, 2012 every 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, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: J ❑ The system has aseptic tank and Oil absorption system (SAS) and the SAS,is within 100 feet of a surface water supplr 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/end SAS and the SAS is within 50 feet of a private water supply well. / { ❑ The system has aseptic tank and AS and the SAS is less than 100 feet but 50 feet or more from a private water supply ell**. Method used to determine dista ce: **This system passes if the wel water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates ab nt and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provid d.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 waters - due to an overloaded or clogged SAS or cesspool El ® 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 less than'h day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 4 Commonwealth of Massachusetts u Title 5 Official Inspection Forrin' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °y< 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information r uired for Osterville MA 02655 May 2, 2012 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No El 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 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 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,-inr addition to the' • questions in Section D. Yes No ❑ ❑ th/A) is wit n 400 feet of a surface drinking water supply ❑ ❑ this ithin 200 feet of a tributary to a surface drinking water supply 11 El th ' located in a nitrogen sensitive area (Interim Wellhead Protection ArA)or a mapped Zone II of a public water supply well If you have answered "y question in Section E the system is considered a significant threat, or answered "yes"in Seove the large system has failed. The owner or operator of any large system considered a sigreat 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•11/10 Title 5 Official Ins w pection Form:Subsurface Sewage Disposal System•Page 5 of 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Osterville MA 02655 May2 2012 required for " every page. City/Town State - Zip Code Date of Inspection C. Checklist 4 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? ® El 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: ® ❑ Existing information. For example, a plan at the Board of Health. ElDetermined 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: Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 GPQ t5ins•11110 Title 5 Official Inspection Forth:Subsurface Sevage Disposal System-Page 6 of 6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road c. Property Address R 6 Andrew Ferguson ` Owner Owner's Name information is Y required for Osterville MA 02655 May 2, 2012 every page. City/Town State Zip Code Date of Inspection Y D. System Information. .` Description: 3 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ,®, No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? " ❑ Yes ® No Water meter readings,'if available (last 2 years usage (gpd)): 2010 1068GPD 2011=602 GPD* Detail` Very high water usage during summer months due to irrigation and pool: Sump pump? ❑ Yes ® No Last date of occupancy: " Date — Commercial/Industrial Flow Conditions: Type of Establishment: ' Design flow(based on /edhe 0 canons per day(gpd) I Basis of design flow(seft, etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holdingsent? 0 Yes EJ ,No Non-sanitary waste disc ,Title 5 system? ❑ Yes ❑ No Water meter readings, t5ins 11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 7 "i}• Commonwealth of Massachusetts, Title 5 Official -Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �y 128 Great Bay Road Property Address i Andrew Ferguson Owner Owner's Name * ' information is y required for Osterville MA 02655 May 2 2012 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) R Last date of occupancy/use:'- Date Other(describe below): General Information' Pumping Records: ' Source of information: No records found Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: - gallons How was quantity pumped determined? , Reason for pumping: 4 Type of System: ® Septic tank, distribution box,soil absorption system ❑ Single cesspool ❑ Overflow cesspool s ❑ Privy ' . ❑ Shared system (yes or no) (if yes, attach previous inspection records, if a4) ❑ 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 ❑ Tight tank.Attach a copy of ttie DEP approval. ❑ Other(describe): t5ins-11110 t ti Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 8 f { t Commonwealth of Massachusetts f Title 5 Official Inspection Form r. 'Subsurface Sewage Disposal System Form -.Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is required for Osterville MA 02655 May 2,.2012 • every page. Cityrrown State Zip Code Date of Inspection D.,System' Information (cant.) - Approximate age of all components, date installed (if known) and source of information: System installed 03/13/1987. Certificate of Compliance Were sewage odors detected when arriving at the site? ❑ Yes Z No t ' Building Sewer(locate on site.plan): 4 Depth below grade: feet Material of construction: ,f ❑ cast iron ®40'PVC ❑ other(explain): N/A ,. Distance from private water supply well or suction line- " ` feet Comments(on condition of joints, venting, evidence of leakage, etc.): s. Septic Tank(locate on site plan): Depth below grade: 2 feet Material of construction`. ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) I If tank is metal, list age:. Years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 8.5'X 4.5'X 4.5' 1000 gallons 2 Sludge depth:' t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of.9 s Commonwealth of Massachusetts . Titlel5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Osteryille MA 02655 May 2, 2012 required far y every page. Cityrrown State Zip Code Date of Inspection x D. System Information (cunt.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle No access to outlet Scum thickness - Distance from top of scum to top of outlet tee or baffle 611 Distance from bottom of scum to bottom of outlet tee or baffle a • How were dimensions determined? Mirror and dip tube. Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Inlet tee missing, outlet PVC tee viewed with mirror, in place. Liquid level at outlet invert. Outlet access is under concrete patio. Recommend installing new tee on inlet line. Inlet access has coverto , grade. _ • t 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 sc/scum op of outlet tee or baffle Distance from bottom oto,bottom of outlet tee or baffle Date of last pumping: Date t5ms-11/10 'rifle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 10 ..� Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Y , required for Osterville MA 02655 May 2 2012 • _ every page. City/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):d Depth below grade: Material of construction: 0 concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): , y 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? El Yes ❑ No tSins•11/10 Tive5 official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 11 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ' 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name information is Osterville MA 02655 May 2, 2012 required for i every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): On Depth of liquid level above outlet invert 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.):. Two d-boxes w/3 outlets each. Bull run valve controls flow to 2 leach fields. No solids carryover. No high water staining over outlet inverts. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump amber, condition'of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): w If SAS not located, explain why: t5ins-11110 , Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 12 e Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r� 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name f urired formation r Osterville MA 02655 May 2, 2012 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: P ❑ - leaching pits, number: ❑ leaching chambers. number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: -2- 15'UVX40'L ❑ overflow cesspool _ number: El 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.): ` Leach fields viewed with camera. Lines dry at time of inspection. No sign of past hydraulic failure. System-closest to septic tank is now active. Recommend switching Bull-Run Valve every 2-3 years T Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet 7ve t.i .. Depth of solids layer Depth of scum layer ` Dimensions of cesspool ` Materials of construction S a Indication of groundwater in ❑ Yes ❑ No t5ins-11/10 a Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 13 Commonwealth of Massachusetts 4 `, Title 5, Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road a + Property Address Andrew Ferguson " Owner• Owner's Name information is required for OStervllle MA 02655 May 2, 2012 every page. Cityrrown state Zip Code Date of Inspection D. System Information (cont.) , u Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): " Privy(locate on site plan): �» r Materials of construction. Dimensions {" Depth of solids Comments (note condition f soil, signs of hydraulic failure, level of ponding, condition of vegetation, ,. etc.): ' f ' t' r j d :.t t5ins•11/10 •Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 14 Commonwealth.of Massachusetts Title- 5 Official Inspection Forms .Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 128 Great Bay Road " Property Address "• Andrew Ferguson Owner Owner's Name fonnation required for Osterville MA 02655 May 2, 2012 every page. Cityrrown State Zip Code Date of inspection D. System Information (cons) 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 4.4 ❑ drawing attached separately ' r i % t �L tic a ` dal✓�, _ ! C3=al' / JIM � CS=fo r I t5fns TO-5OW-Wins ...,, ,l pection Form:SubsurtaCe Sewage Dispose!System•Page 15 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address Andrew Ferguson Owner Owner's Name r f urired formation Osterville MA 02655 May 2, 2012 every page. cityrrown State Zip Code Date of Inspection D. System Information (cant.) y .Site Exam: ® Check blope • b ® Surface water ❑ Check cellar r Shallow wells Estimated depth to high ground water: '2 = ' 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: May 26, 1982 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ •'' ` Checked with local Board of Health-,explain:" < " • r ❑ Checked with local excavators, installers—(attach documentation) h ® Accessed USGS database- explain' f ma.water.usgs.gov terraserver-usa.com ` You must describe how.you established the high ground water elevation: h Test hole has adjusted ground water at 72" (1982). Base of SAS at 48"below grade.Accessed local ground water contours and topo mapping. r Before filing this Inspection Report, please see Report Completeness Checklist on next page: t5ins•11f10 Title 5 Official InspeclJ on Form:Subsurface Sewage Disposal System-Page 16 of 16 - i Commonwealth of Massachusetts Title -5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 128 Great Bay Road Property Address. Andrew Ferguson Owner Owner's Name information is y Osterville MA 02655 May 2 2012 required for , every page. Cityrrown 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 d - t i .t r/. F s I E t5ins a 11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 iecccli�ae,Q��ice-a�C��i2�utartrrterttaLtutcs. �e�iaaCmei2G a��lOi2t icarzyne�z/cc�a�cca�il ( gza zeestiru S.Russell Sylva Commissioner �/QGG�I'LG'CCdG JGeCJ lUI L Gilbert T.Joly o Regional Environmental Engineer //I / a ecvt e� tkf ei�u o u ec.cQc//�i, _11 Sdczc/tcAelfd,U2:311 7 91r7-Il3l, ��cG 6s0-eY* July 29, 1987 Baxter & Nye, Inc. RE: BARNSTABLE=-Subsurface Sewage 7 Parker Road Disposal--Pumping Prior to the Osterville, Massachusetts 02655 Septic_Tank for Mr. Ferguson, Lot 3, Great Bay Road, Little Island ATTENTION: Peter Sullivan Gentlemen: In accordance with 310 CMR 15.090) of Title 5 of The ,State Environmental Code, the Department of Environmental Quality Engineering has had an engineer review your request for prior approval to install a sewage ejector at the subject location. The Department does .not recommend pumping into the septic tank, but whereas the , sewage flow being pumped is a small percentage of the total daily flow and should not. cause a major disturbance, the Department hereby approves the proposal with the following provisions: 1. The installation meet the requirements of all other State and local agencies. 2. The sewage ejector shall be a low flow (15-25 gallons per minute), nongrinding pump'. Please be advised that the installation of a sewage ejector constitutes an alteration to your subsurface sewage disposal system, and, therefore, the appropriate permits for such an alteration must be obtained from the Barnstable,Board of Health in accordance with 310 CMR 15.02 of Title 5. If you have any questions or need additional information, please contact .blr. Brett Rowe at the above telephone number: Very truly yours, Jeff ould, 0 ief I1a lu ion Control Section C/BR/lm BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02656/Tol.(617)428.9131 191LldA I C:Va,R.L.S.•Prcaidcnt RICHARD A.DAXTEIt,R.L.S.•Vico Prealdent PETER SULLWAN,P.E.•Vico Proaldent-Wneoring July 15, 1987 Mr. Brett Route Water Pollution Control' Section Commonwealth of Massachusetts Department of Environmental and Quality Eng, Lakeville Hospital Lakeville, MA 02346 RE: Ferguson Residence Great Bay Road Little Island, Osterville Gentlemen: Please consider this request to install an ejector pump. Attached find site plans of the Ferguson residence presently s ' under construction, The site is on North Bay and abutts a marsh, The gazebo located on the southwest portion of the site is to be a bar , Mr. Ferguson Mould like to install a toilet and sink in the bar so that his bar guests will not have to use the toilets in the house or on his boat. The plumbing for the proposed toilet/sink is to run to the basement of the house lifted via an ejector pump (non-grinding low flow, cut sheet attached) to the exisiting septic system. The expansion system has been and is interconnected with the' primary. system by a changeover valve. The septic design is presented on the attached plan. We are presently seeking Board of Health approval for this addition, Any questions please call, Very truly yours, e? Peter Sullivan, P.G. Baxter•• & Nye, Inc. PS/fm j Enclosure USI HERS OF CAPE COD SOCIETY OF PROFESSIONAL ENOINEERS AND LAND SURVEYORS I AURRICAN CONORESS ON SURVEYINO AND MAPPINO U"ACNUSETTS AWWLATION OF LAND SURVEYORS AND CIVIL ENOINEERS �ypar�sro�o TOWN OF BARNSTABL.E 6 d " OFFICE OF i DADX9GG. ' BO AR® O HEALTH i639. *f 367 MAIN STREET ' HYANNIS, MASS,o2ooi October 8, 1987 Mr, Peter Sullivan P.E. Baxter and Nye Engineering 7 Parker Road Osterville, Ma 02655 Dear Mr, Sullivan: On behalf of your client you are granted a modification of condition #1 In the variance granted to Mr. Shields, at Lot 3, Great Bay Road, Little Island, Osterville, on January 27, 1986, with the following conditions: (1) The gazebo cannot be used for sleeping quarters or as a dwelling. (2) You must receive approval of the Conservation Commission. (3) We must receive written certification every two years that the system has been cleaned by a licensed septage hauler. The variance modification was granted after a site visit by a Board of Health member, The Board feels that the addition of a gazebo bar would not significantly Increase the sewage flow. V ty truly yours, '4 j� � i `Grover C. M. Farrish Chairman BOARD OF HEALTH TOWN OF BARNSTABLE JMK/bs -2- cc; Board of Health Totm Hall 367 Alain Street Hyannis, MA 02601 Plumbing Inspector Town Hall 367 Alain Street Hyannis, MA 02601 s !w ' f m x z ` G) . O O r 2 O c m m z �= 05� 9w m O � z m January 27, 1986 Mr. Stephen Wilson Cape Cod Survey Consultants 3261 Main Street - Route 6A Barnstable, MA. 02630 Dear Mr. Wilson: You are granted a variance on behalf of your client, Robert Shields, Jr., from Regulation 15.15, of Title 5. of the State Environmental Code, to use a retaining wall, in lieu of additional fill, to meet the slope/break out requirement for the on-site sewage disposal system leaching field on Lot 9, Great Day Road, Little Island, Osterville, with the following conditions: (1) The dwelling is limited to three (3) bedrooms and three (3) bathrooms. (2) You must receive approval of the Conservation Commission. (3) The de3signing, engineer must be on site and supervise construction of the septic system and certify in writing to the Board of Health that his design has been strictly adhered to prior to the issuance of a Certificate of Compliance. (4) We must receive written certification every two years that the system has been cleaned by a licensed septage handler. (5) The system mmust be installed in strict accordance with the submitted plan. This variance was granted after a site visit by the Board of Health. The Board feels that any development in fragile coastal areas can cause environmental harm and have adopted a new regulation requiring the four feet of natural pervious material beneath the bottom of a leaching field to be above maximuri ground water elevations; however, inasmuch as this site and various plans have been under review since September, 1985, the Hoard felt that It would be unfair to apply the new regulation. They further feel that effluent from the proposed system, if installed in accordance with the plan, will probably not adversely affect the wetlands. This variance expires February 1, 1987. Ver rut/ urs, obert L. Childs Chairman BOARD OF HEALTH TOWN OF BARNSTABLE JliK/mm cc: Robert Shields, Jr. D.E.Q.E. and plan of sewage disposal system ' . DATE -------- FEE c`IHE 7. TOWN OF BARNSTABLE OFFICE OF i 3AR13TABL = \\ ' but � .BOARD OF HEALTH 367 MAIN STREET HYANNIS, MASS. 02601 ' VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of ' Health meeting. NAME OF APPLICANT Robert M. Shields, Jr. TELEPHONE NO. 771-7200 ' ADDRESS OF APPLICANT 129 Airport Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Robert M. Shields, Jr. LOCATION OF REQUEST Great Bay Road,_Osterville (M72-L32-3) VARIANCE FROM REGULATION (List regulation) Title V See 15.15 ' VARIANCE REQUESTED (Specific request) To allow the use of a concrete wall in lieu . ' of fill to meet the slope breakout requirement REASON FOR VARIANCE (May attach letter if more space needed) Please refer to ' attached letter PLANS - Two copies of plan must -be submitted clearly outlining variance requested. 1 �I VARIANCE APPROVED NOT APPROVED + REASON FOR DISAPPROVAL r Robert L. Childs, Chairman Ann Jane Eshbaugh H. F. Inge, M. D. , ' BOARD OF HEALTH • TOWN OF BARNSTABLE 3261 tvlain StrEet Route 6A ' Barnstable Village MA 02630 October 11, 1985 Barnstable Board of Health 617 362 8133 Town Hall Main Street Hyannis, MA 02601 RE: Lot 3, Great Bay Road, Osterville (Our File No. 3-1591. 00) Dear Board Members: ' Attached is a revised s 'ite/septic plan and variance request for the above captioned site. It is our profes- sional opinion that this plan provided the same degree of environmental protection as would be afforded by a system which would conform with all applicable regulations as set ' forth in Title 5 and the Board 's own regulations. Variance Requested ' We are requesting the following variance: Sec. 15. 15 ( Illustration C) - requiring a setback of ' 150x the rise over the 'run. As proposed, cut off wall placed no closer than 21 feet from the primary leaching facility and no closer than 8 feet from the reserve area will substitute for required Engineers o f f sloping. ' ' Surveyors System Design Scientists The subject . site abutts the waters of North 3ay. The Architects Proposed septic system leaching facility is. -102 ' from the landward limit of the salt marsh system bordering the Bay Landscape at this location. Because.. of its proximity to the coast, ' Architects the site is mapped in the USGS theoretical Ground Water Study as requiring no adjustment over observed ground Planners water (Plate 2 - Annual Ranges of Groundwater Level and . Index Well Areas for Cape Cod, Massachusetts ) . Ground ' water was observed at .elevation 1 . 2 on May 26, 1982 in t.p. #2 and only 0.9 ' in t.p. #1.. Cape Cod Survey Consultants f i Rather than use the observed ground water, because we ' believe that providing some additional depth of aerated material beneath a system is generally advisable and because the site is quite close to 'the zone line where ' adjustment would be advisable under that USGS report , we have. added a factor of 1 . 2 ' to observed ground water elevation 3. 1 ' . ' Although adding this factor pushed the system up above the existing ground surface and, due to the shape of the property, requires the use of cutoff walls to substitute for off-grading, we believe resultant environmental pro- tection may actually be greater. In exceptionally permi- able soils such as those of the towns southern outwash ' plain, the horizontal component of flow in aerated soils is negligible. Off-grading/slope setback requirements of Title 5 were designed for areas and soil types where percolation rates are slower and therefore the horizontal flow component is significant. These same soil conditions prove significantly less sur- face area on which pollutants from septic effluent can become fixed. Providing a greater depth of aerated mater- ial below the system provides both a longer travel time with which pollutants may become fixed as well as more ' materials with which they may come in contact. Providing the additional height for the system also pro- vides additional protection from flooding, considering that the site is within a 100 year flood plain. ' Based both on USGS mapping and observed ground water elevations ground water flow across the site seems to be south/southwest. In this direction the surface waters of ' North Bay are protected by a bordering salt marsh with a narrow brackish to fresh shrub edge. Wetlands and their associated find grained low permeability soils have been shown to provide significant water quality renovation ' (appendix. 1 ) . Considering the fact that the site exceeds the CCPEDC recommended density of one housing unit per 40,000 square feet to provide a nitrate concentration of ' 1/2 the allowable EPA drinking water quality standard ( lot area. contains 1 . 3 acres of upland) , and that the 1500 gallon septic tank will provide significant detention time considering. the fact that there will be only two primary ' residents in the house, we believe that adequate water quality protection is being provided for non-bacterial factors. Because all required wetland setbacks have been ' met, we believe that required protection from bacterial contamination has also been provided. r A We would be ha ppy to prove additional information or answer any questions the Board may have. The system area. ' has been staked on the ground for your convenience. Very truly yours , BSC/CAPE COD SURVEY CONSULTANTS Arlene M/Wilson Project Manager ' S phen A. Wilson, P.E. Project Engineer cc: Robert Shields , Jr. ' 19/4 0 r Disx # 47/48 E-530 SUMMARY OF DENITRIFICATION PROCESS INTRODUCTION .� Research on the capacity of wetlands to remove nitrogen g n from treated sewage has been investigated by both botanists and marine biologists on the one hand, and by sanitary and environ- m ental engineers on the other hand. Sewage effluent has been applied to various types of natural wetlands from 'F1'orida to Canada ' s Northwest Territories. The research shows a consensus on the range of nitrogen removal efficiency by denitrifying bacteria. There is general agreement . in the literature that the major mechanism for removal of nitrate/nitrogen from waste- water by wetlands is- the denitrification process. Denitrification is a gas-producing anaerobic destruction of nitrates by bacteria. The nitrates in the effluent are broken down into nitrogen gases which ar-e release into the atmos- phere. Thisd conversion is performed by the anaerobic denitri- fying. bacteria. present in saturated organic soils. Plant uptake further increases nitrogen removal during the growing season, although removal by deF4tfify-ing bacteria is many times greater. The Nitrogen Removal Process Nitrogen exists in many organic and inorganic forms including ammonia (NH ) , ammonium (NH4+) , ni-trate (NO 3-) , nitrite (NO nitrogen oxides (N0, NO ) and other nitrogen gases (N NZ0)-) , . The predominant form p&sent in , the effluent from a �eac9ing ' field is -the nitrate (NO3-) compound. -. The anaerobic bacter'fa in the saturated organic soil layer use nitrate (NO3) . in the respiration process as a source of energy and oxygen. Organic compounds provide a 'source of hydrogen donors and carbon . which are also essential , for respiration. During this process the nitrate (NO3-) - is first converted to nitrite (NO -) , then to gaseous forms N 0 and N 2 9 ( 2 22) This chain of reactions constitutes the process of denitrification. Many facultative anaerobic bacteria* ubiquitous in nature (primarily in the genera Pseudomonas , Achromobacter , Bacillus , and micro- coccus) are ca*pable of t is: process. f � *Facultative anaerobic bacteria are bacteria which can carry i � out respiration under both aerobic and anaerobic conditions, depending on .how much oxygen is available. i I In studies in which nitrate was mixed in to twined under anaerobic conditions , as mush wetland soils main- nitrate disappeared within a s 90� of t Plus some microbial immobilization .ew a s e added Y due to denitrification , tion is related to the availability The oeatof denitrifica- pounds, which both furnish carbon and ever organiccarbon com- denitrifying bacteria , and serve as an H+energy for growth of the trification process. donor for the clenttrifi organic matter is P deni- In awry or mucky wetland soils suffi- denitrification available so that . rapid rates of carbon sources, typically occur without additional organic There has been general a ' with temperature and agreement that denitrification increases rates decreases with soil acidity. occur with' organically rich The highest under anaerobic conditions saturated long- term monit grin at moderate neutral soils temperatures . The receiving g °'f nitrogen removal g continued applications of wastewater form many indicates that in man and ca-rbon is maintai edases as long as the eu Y Years rate. . denitrig.ication continues aL nitrates _the same Vegetation Dy�amicc -We,t-},and vegetation serves wastewater - nutrient removal . Initi important functions in and stem system filters the Initially, the vegetation . root nutrients. Particulate matter and associated the soil and water Different type lOf vegetation absorb nutrients from as reed canary grass absorb soil� nutrien s through root take while rooted submergent -Rooted emerg-ent Plants such obtain their nutrients from like eel grass and water milfol specific amount of nitrogen absorbed water byb wetland uptake. The varied with different nd vegetation has . mental conditions, . Plant vegetation vegetative communityOverall, the net removal of nitrogenebythe _ by denitrification, and varies seasonally with g y the represents Y a fraction of the removal : - uptake. occurring during the highest rates of upt removal through growing season. Similarl aterial does not represent formation of Y• nitro- gen at low nutrient loadipn significant nutrients nka except g rates. r _ AWA TABLE 18 MARSH AREA REQUIREMENTS FOR ONE MGD EFFLUENT Prepared by Stanley Assoc; ates , Inc. Wastewater Salt Water r Mar h ' Fresh Water Mars acres/year — acres/year Nitrogen (*1 ) 89 522 lbs/yr/ac (*2 ) 104 g Phosphorus 533 Ibs/yr/ac 2,048 819 80D 29 51 Suspended Solids 29 F 51 e . 1 . 5 1 . 5 Mn 228 171 Zn Cd t 105 105 2, 275 853 Cr 4 , 552 1 ,707 Cu 1 ,707 Pb 1 ,707 ` 341 H 341 g 341 341 r a wastewater concentrations used to derive land area nitrogen (18 .2 mg/l) , phosphorus (6.0 m l s were suspended solids (30 Ong/l ) t heavy metal �co ncDent concentrations(30 ratiol) were taken from Table 3 , this section, b marsh area required to rtnovat'e one MGD of typical secondary y Note: Formula for conversion to lbs/year/acre rem MlGD x 18. 2 mg/1 x 8 . 34 = oval : 1 a lb es s . /dav acr x 365 days/year 622 lbs./year/acre MG.D x 18 .2 mg/l x 8 . 34 = 151 .8 lbs . /de x 36 " ' 5 days/year 04 acres = 533 lbs ./year/acre r. V , LIST OF REF-rRENCES : NUTRIENT REMOVAL BY WETLAND VEGETATION AND ORGANIC. SOILS 11 . Aston , S.R. and C.N. Hewitt , 1977 . ' Fhosp orus and carbon distributions in a polluted coasta� environment . Estuarine and Coastal Marine Science. 5: 243-254 . �2. Chalmers, A.G. 1979. The ' effects of fertilization do N distribution in a S artina elterniflora saltmarsh . i � Estuarine and Coastal Marine Science. 2 -337. 3. Delaune , R.D. , ' R.J. Buresh and W.H. Patrick, Jr. ,. 1979. Relationship of soil properties• to standing crop biomass Hof--' 'S artina . alterniflora in a Louisiana marsh . Estuarine and Coastal Marine Science. 8: 477-487.. � . Fetter , C.W. , Jr. , N.E. Sloey and F.L. Spangler , 1976 . Potential replacement of septic tank drainfields by artificial marsh wastewater treatment systems . ' Groundwater , 1976 . 14 (6) : 396-402. ' S. Gallagher , J.G. , 1975 . Effect . of an ammonium nitrate pulse on the growth and elemental composition of natural stands of Sparti�na alterni'flor.a and Juncus roemerianus , Amer. J. Bot.Z) :644-648 . � • Gallagher , J.L. , W.J. Pfeiffer aqd L.R. . Pomeroy, 1976. Leaching and microbial utilization of dissolved organic carbon from leaves of Spartina elterniflora . Estuarine ' and Coastal Marine Science. 4 : 461--477 . 7. Garside , C. , T.C. Malone, O.A. Roels and B.A. Sharfstein, ' 1976. An evaluation of sewage-derived 'nutrients and their influence on the Hudson estuary and New York Bight-.-_�lrtuArin.t `and Coastal tXae. Ae ScTonre. ' 4i281-289. Goldman , J . C . , K .R. Tenore and H . I . Stanley, 1975 . Inorganic nitrogen removal from wastewater: effect on , phytoplankton growth in coastal marine waters . Science. 180 : 955-956. 9 . Hemond , H.F. and J .L. Fifield , ' 1982. Subsurface flow.' in salt marsh peat: A model and -field study. Limnol . Oceanog . 27 (1 ) : 126-136 . 0. Jordan , T. E. and 1 . Valiela , 1982. A nitrogen budget of the ribbed mussel , Geukensia demissa and its significance in nitrogen 11,, n a New England salt marsh. Limnol . -Oceanog. -27 (14 11 . Livino =_ton , D.C. and D.G . Patriquin , 1981 . Below ground ' growth of Spartina alterniflora . Loisel : habit , functional biomass and nor,-structural carbohydrates . Estuarine , Coastal , and Shelf Science 12 : 579-587 . 12 . Nichols., D.S. , 19,81 . Capacity of natural wetlands to remove nutrients from wastewater , unpublished article. �3 . Nixon , S .W. , C.A. Oviatt , J . Barber and V.. Lee , 1976 . Diel metabolism and nutrient dynamics in a salt marsh embayment. Ecology 57 : 740-750. ,14. Patrick , W.H. , Jr. and R.D. Delaune, 1976. Nitro9 ren and Phosphorous utilization by Spartina alterniflora in a salt marsh in Barataria Say, Louisiana. Estuar ne and Coastal Marine Science . 4 : 59-64. 5. Payne , W.J. , 1981 , Denitrification, New York, John Wiley & Sons , ' 214 pp.. . 60 Ryther , J . H . and W.M . Dunstan , 19710 Nitrogen , phosphorous , and eutrophication 'in the coastal marine environmVnt . Science. 171 : 1008-1013. �7 . Smart, M.A. and J.W. Barko , 1978 . Influence of sediment salinity and nutrients on the physical ecology of selected salt marsh plants- Fatyaline and Coastal Marine Science. 7 : 487-495 . 8 : Smith, K.K. , R. E. Good and N.F. .(food, 1979. Production dynamics for above and below ground components of a. New ' Jersey Spartina alterniflora tidal marsh. Estuarine and Coastal Marine - Science . 9 : 189-201 . ,9. Smith, K. L. , Jr. , Gilbert T. Rowe, and J.A. Nichols , 1973 . Benthic community respiration near the Woods Hole sewage • outfall . Estuarine and Coastal Marine Science 1 :65-70. �0 . Steever , E. Z . , R.S. Warren and W.A. Niering, 1976 . Tidal energy, subsidy and standing crop production of Spartina alterniflora . Estuarine and Coastal Marine Science . 4 : 475-478 . 1 . Valiela , I . , 1976 . Production and dynamics of experimentally enriched salt marsh vegetation: Below ground biomass . Limnol . Oceanog. .21 (2) : 245-252. �2 . Valiela , I . , and J.M. Teal , 1979. The nitrogen budget of !! a salt marsh ecosystem. Nature 280 : 652-656. r3 . Valiela , I . , J .M. Teal and W.. Sass , 1973 . Nutrient Retention An -salt -marsh plots experimentally fertilized with sewage sludge . Estuarine and Coastal Marine Science . (1 ) : 261-269 . I ,24 . Valiela , I . , J.M. Teal , S. Volkmann , D., Shafer , E .J . Carpenter , 1978 . Nutrient and particulate fluxes in a salt marsh ecosystem : tidal exchanges and inputs by precipitation and groundwater . Limno1 Oceanog , 23 (4 ) : 798-872 . 25 . Van Raalte , C.D. , I . Valiela , E.J. Carpenter and J .M . Teal , 1974 . Inhibition of nitrogen fixation in salt marshes measured by acetylene reduction. -Estuarine► and Coastal Marine Science. (2) : 301-305 . 126 . Welsh, B. , 1980. Comparative nutrient dynamics of. a marsh mudflat. ecosystem. Estuarine and Coastal Marine Science . 10 : 143-164 . �27 . Yonika D. et al , 1979. Feasibility study of wetland disposal of wastewater treatment plant effluent , Research Project .78-04 ,. Final Report to the Commonwealth of Massachusetts Water Resources Commission, Division of Water Pollution Control . 1' 1 i 1 w Transmittal Cape Cod Survey Consultants 3261 Main Street Route 6A Barnstable Village MA-02630 ttrt-tl 617 362 8133 'JAN, 2 The BSC Group TO ITAM TaM361 tee, Hen i-k --bcp7 1 6�c�r'1 i'�ce.l H y ,,,,iL s Date We are sending you Project No 6 3-15ce Enclosed ❑ Under separate cover Project 6 via I_ .444C is Ia w,c0 . Ds-Fvr- ❑ Direct from printer ❑ Taxi 7 Other _1 t7 r ❑ Messenger ❑ Mail the following items Shop Original `L; Prints ❑ Sepias ❑ Tracings ❑ Reports ❑ Drawings ❑ Drawings ❑ Mylar ❑ Linen ❑ Specifications J�g Photocopies ❑ Samples X Other Copies Date/Drawing No Last Revision Description -25-SSlilffl —24-8.6 a o r a .4, reaf-ea -9,rQ ❑ For your information ❑ Approved.as submitted ❑ Resubmit_copies for approval ❑ Unchecked ❑ Approved as noted ❑ Return —corrected prints ❑ Preliminary ❑ Disapproved ❑ Submit —copies for distribution Revised ❑ Returned for corrections X, Final Plans ❑ For your review and comment Remarks /,�o ia�l�c�c� are_ ewe... Mxvn� 2S 199'6, Avr,ram, •-Ne fvI l morsw •-Fide_ - Signed, Copy to If enclosures are not as noted,please contact us immediately C-2-11/85 i CALCULATION SHEET BSC PROJECT NO Q 3— S`1 O o CALC BY REFER TO SUBJECT C2ac:lzv- Cjbs�rv�i tom DATE c?Q aC-0 CHECKED BY LOCATION �g�-E L E DATE 6155.WELL '1 6 t3s W r-*-1 - a-o' N-*6fd 7770E Pcpf4% ie 4.b.• le LFv O.ptt%i. uo-kr• !'SATE 1 i I-2S-VG I 1=80 AM tJooM 7.9 '. /.G 4 G ' /. G vl moon T►�c 11 12:so .78 1.74 214 I:00 7 85) 1.6`1 V.s5 /,G St j i I � • i CALC a SHEET OF SHEETS i I I �0S� DATE �J - . 7 - 7�, � yof THE TOE TOWN OF BARNSTABLE FEE ! OFFICE OF � i DAEI7TlBLL � RECEIVED BY M�•� BOARD OF HEALTH 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM • x i Y,x All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health r,_ meeting. NAME OF ,APPLICANT FerguGnn TEL. NO. 428-9131 ADDRESS OF-APPLICANT C I0, Baxter and Nye, Inc. 7 Parker Road, Osterville NAME OF OWNER OF PROPERTY Ferguson SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER Map 72 Parcel 32-3 LOCATION OF REQUEST Lot 3 Great Bay Road, Little Island SIZE OF LOT 1 .24 Ac SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes x No VARIANCE FROM REGULATION(List Regulation) Board of Health Variance dated .Jan 27. 1986 limiting dwelling to 3 bathrooms. Would like to add a tnilPt anri hand sink to Gazebo Bar. REASON FOR VARIANCE(May attach letter if more space is needed) Existing system has capacity of min. of 600 GPD. Design flow is 330. Primary and ex=ang; nn systems have both been installed. Proposed addition should net innrQAs,- design flow. PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN-OF BARNSTABLE I - ' CALCULATION SHEET PROJECT NO o3 - 159 i CALC BY REFER TO o t G q-- Tt&,- T SUBJECT War o>J_er �"c[v� DATE / 2 - S - g e O pcst Co ,irrtev�c G jai- 63w� �r CHECKED BY O N O P,r-� LOCATION ds f i` DATE �i a�..5• EsiCL-L �/ I b/�S, fwtLC �Z %//r7 L"" O/� a7`('31i %,S4 pi-i,, - /� _ i//Gsr T//J J7�TE T/r/�c'' �v l�4-rr E/cvafiriri W 4 Elrcaf,G,, w.. o CAI . ✓,/D� o ,� 01i.c, �J S;sohrs rz_3- .s lo.'.3o ham- 7,5 ' �, 0 4 s r / o-ero-? hrs /Z-4-'S /.GZ Ivry ( S. 6s awt J !Z S--S� l4-'9sh 8, 96 � �, U3 Ci6�L`Irs C (a: so err) i� -7- tsS a 74 S hrs C7; 'IS Am IZ- 9-fsS I .35 Y7 Off° 9.�3 hrs (S;3.3 q/r/ 1 00,z6'.9��� , a2. 3-7 %(� 07, Z O /// h r s I$ A► l j Noos.! IZ-i2-S5 Z, 7d i o ..Z, 3 /. IZ It krs CIZ' 11 Pill) 92130Zhrs I:aZ 1✓;TJ 7 J�,yLi� �i 7�9 / 3 56 hrs 12-l5-x5 to s I 1 I j c_ALc _ ! I SHF;:T f C . SHEETS S � s�.z. Memorandum rK The BSC Group TO '. o vaQ c zf .i4 e,f 44, Fro m = Sf p F,e�, F�. W:\s w, CG pe Cc�J S r✓t Cr'ns U 1-iv,,h Date: iZ —CI — &t5 Subject '. Wc,4cr- L.cvt) Ubsewldca L. � +K 1slu,� Fci^ (cv�rlS to ctic(� L,>t II u0 v CST{ i "`7 C /7 ( Health Dept-able Barnst U 1v C� PFc CALCULATION SHEET PROJECT NO 03- I S9 i CALC BY REFER TO o I YS T d, SUBJECT W4aLr ol� cruav� DATE G qr r- 5�K� CHECKED BY N 0 P P> LOCATION Gsfz r v i I I c. DATE a".49,5- Z j dFZ L / O/35. Gc��G L '�`Z �/►7 L� O�•,• Dc.p;41 %,S-j t7�� -irs yf}TE 77,W6�- 4- U-6+r E/ova l W. o'{ o r . A C--. 1/. r� � J S, rs 8 . /, s9 ��S" 1, 78 //� 9h.s /;�39 i9/'7) o 44Z- Sf, 3 /, y /f/3 hn C 6 : 13 hl") �/l /, 96 �8 �� d 3 O G: So aim) 12 -7- 5 d 74 S.hrs C 7; SS P,r)1� IZ-�6-�5 10- y-ASS Iz',3S -13` �. 7I f71d •.Oy o Cf 6s (5;33 q/r1) Az%o -frc " NOON IZ-i2-$S 12. 11 krs 12 -13-85 i 1 �C'..Z h r5 2. P;Y1J .".. IZ• Iq-gc 13 S<o hrs (r 56 ('Rl) 12-IS-eS I '4+$ hn (Z ; 4e P(n) y c h rs (3 ',4 4 pm I i I i i caL SHE=T OF SHEETS 10 ®SENDER: Complete.itams 1,2,3 and 4, o ., _Put your addrefls in the"RETURN TO"space on tta� 3 reverfq.side.Failutp�o do this will prevent this card f rr -- beingUturned to you.The return receipt fee will provide it you the namo of tho person delivered to and the date of 1 delivery. For additional fees the following services are l e available.Consult postmaster for fees and check box(eCND C} for services)requested. - ° b W 1.)UAShow to whom,date and address of delivery. W A 2. ❑ Restricted Delivery. V rt > ZA �j 3 Article Addressed to. _ Mr. Stephen Wilson Cape Cod Survey Consultants 3261 Main St. - Rte. 6A BARNSTABLE MA 02630 4. Type of Service: Article Number �Certifled ❑ COD El P 522 444 159 ❑ Express Mail Always obtain signature of addressee.Qr agent ano DATE DELIVERED. G 5 Signatu —Addressee O 3 X y 6. Sig re—Agent _i x f7 in7. Date of Delivery -4 // Z 8. Addressee's Address(ONLY if request a ee pa - M m 0 m T —1 Q UNITED STATES POSTAL SERVICE m � OFFICIAL BUSINESS 0P630 SENDER INSTRUCTIONS u `® Print your name,address,and ZIP Code In the space below. Come Attache to front of article If space permits, PENALTY FOR PRIVATE otherwise aft to bads of article. USE,Eea) e Endorse article"Return Receipt Requested" adjacent to number. RETURN BOARD OF HEALTH - TOWN OF BARNSTABLE- TO P. O. Box 534 (Name of Sender) (No.and Street,Apt,Suite,P.O.Box or R.D.Nay.) HYANNIS MA 02601 0534 (City,State,and ZIP Code) i / S P 522 444 159 ire RECEIPT FOR.CERTIFIED MAIL NO INSURANCE COVERAGE PROVIDED NOT FOR INTERNATIONAL MAIL (See Reverse) Sent to Mr. Stephen Wilson Street and No: P.O.,State and ilP Code. O a t; Postage _ $ 7 * Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to whom and Date Delivered a U. go Return receipt showing to whom, e5 Date,and Address of Delivery T - a TOTAL Postage and Fees $ 1.67 m g Postmark or Date E mailed 9/10/85' 0 LL N a . STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front) 1. If you want this receipt postmarked,stick the gummed stub on the left portion of the address side of the article leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier. (no extra charge) 2.•If you do not want this receipt postmarked,stick the gummed stub on the left portion of the address side of the article,date,detach and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card, Form 3811,and attach it to the front of the article by means of the gummed ends if space permits.Otherwise,affix to back of article. Endorse front of artile RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.If return receipt is re- quested,check the applicable blocks in item 1 of Form 3811. 6.Save this receipt and present it if you make inquiry. r September 5, 1985 Mr. Stephen Wilson Cape Cod Survey Consultants 3261 Main Street - Rte. 6A Barnstable, MA. 02630 Dear Mr. Wilson: Your request for variances on behalf of your client, Mr. Robert M. Shields, Jr., from Regulations 15.02(17) and 15.15, of Title 5, of the State Environmental Code, to construct an on-site sewage disposal system on Lot 9, Great Bay Road, Little Island, Osterville, are not granted. s The variances requested would reduce the distance that unsuitable material would be removed around the leaching field from 25 feet to 4 feet and substitute a retaining, wall with a PVC barrier in lieu of additional fill to meet the scope break out requirement. Regulation 15.20, of Title 5, states that variances may be granted only if in the opinion of the Board of Health strict enforcement would do manifest injustice and the applicant has proved that the same degree of environmental protection required under this title can be achieved without strict application of the; particular provision. It was the Board's opinion that neither one of these conditions was met by the applicant. Regulation 15.20 also states that the applicant must notify all abutters by certified mail at his own expense at least ten (10) days before the Board of Health meeting at which the variance request will be on the agenda. You did not submit evidence that this requirement was fulfilled. You are reminded that Title 5 provides minimum standards for the protection of public health and the environment and that local conditions may require more stringent regulations to protect these interests. The protection of coastal wetlands and water resources are of prime concern to the Board. This lot is located in an area that is extremely sensitive and fragile in environmental terms. It is the feeling of the majority of the Board members that the granting of this variance would conflict with the spirit and intent of the code. Very ly s, ," 77 R rt L. Childs, Chairman Ann Jane )✓ baugh Grover C.M. Parrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm NU. � f{ DATE FEE 7F THE TD TOWN OF BARNSTABLE �`— s OFFICE OF i DAHIlTLH1, •.• 3 BOARD OF HEALTH � a r�Y►� 367 MAIN STREET HYANNIS, MASS. 07601 VARIANCE REQUEST FORM A11 variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Robert M. Shields,. Jr. TELEPHONE NO. 771-7200 ADDRESS OF APPLICANT c/o Shields Mgmt. Corp. , 129; Airport Rd. , Hyannis NAME OF OWNER OF PROPERTY Robert M. Shields, Jr. LOCATION OF REQUEST Lot 3, off Great Bay Road, Little Island, Osterville VARIANCE FROM REGULATION (List reguhation) Title V, Sections 15. 02 : (17) & 15. 15 VARIANCE REQUESTED (Specific request) To maintain propos(�d--septic system 4 feet above maximum calculated groundwater and 100 feet from edge of vegetative wetland REASON FOR VARIANCE (May attach letter if more space needed) ' PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Health Dzpt. D IL11 —.--- Towr,o4Barestabz obert R L. Childs, Chairman Ann Jane Eshbaugh (AU H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE r r %5 C Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 (617)362-8133 August 7 , 1985 Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 RE: Request for Variances Lot 9 , off Great Bay Road Little Island, Osterville CCSC No. 03. 1591. 00 Members of the Board: On behalf of our client, Robert Shields, Jr. we are requesting the following variances: Title V Section 15. 02: (17 ) To reduce the distance that unsuitable material ( i.e. , topsoil, subsoil, etc. ) must be removed from 25 feet to 4 feet. Section 15. 15: To allow the use of a retaining wall and 4 mill. PVC sheeting as an impervious barrier in lieu of additional fill to meet the slope/breakout requirement. The leaching system has been sized to meet the requirements of Barnstable Board of Health for a four bedroom house (without a garbage grinder) of a leaching field of 600 square feet . The bottom of the leaching field is set to be four feet above the maximum groundwater elevation as calculated using the U.S.G.S. method. The BSC Group of Companies Planning Surveying • Design Engineering t. J' J If you have any questions or comments please do not hesitate to contact me. Very truly yours, BSC/CAPE COD SURVEY CONSULTANTS Step en A. Wilson, P.E. Project Manager cc: R. Shields, Jr. SAW/sll 16: 59 Cape Cod Survey Consultants 3261 Main Street/Route 6A Barnstable Village, Massachusetts 02630 The BSC Group of Companies Planning Surveying • Design • Engineering L _, Number: 4z-i5R I Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location. <r Lot No. Owner: .('../rJ, Sh,�Icfs .T.- Address: /Z9 Contractor: Address: Notes: Pc2c Tt�_,r -ay Ga,4, kUc 'ba S' 26— F2_ STEP I e to waterwater table onearest %p ............................................_............. Date month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well......___........_..__........_7 _ 8— OWater-level range zone ........_......................_......_........... A STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ...................._... montn/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 28) determine water-level adjustment _......_................_...._.............._.............................. i- 9...._.... i STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water g, / levelat site (STEP 1) ............................................................................................................. Cape Cod Survey Consultants 3261 Main Street Route 6A Barnstable Village MA 02630 617 362 8133 Transmittal Cape Cod Survey Consultants _ 3261 Main Street _ Route 6A`'-, Barnstable Village MA 02630 - m 617 362 8133 Group,The BSC To yv�ir�nis �7aS.S. Date 1 L w We are sending you Project No 1 c 3 -/.S,*l.O c3 A Enclosed ❑ Under separate cover Project •,1,7- 3 via ❑ Direct from printer ❑ Taxi Other ❑ Messenger ❑ Mail the following items Shop Original XPrints ❑ Sepias ❑ Tracings ❑ Reports ❑ Drawings ❑ Drawings ❑ Mylar ❑ Linen ❑ Specifications ❑ Photocopies ❑ Samples ❑ Other Copies Date/Drawing No Last Revision Description' 2, 7-2-9-85 8/ /2-3-6(S SA of . o T3 ❑ For your information ❑ Approved.as submitted ❑ Resubmit—copies for approval ❑ Unchecked ❑ Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ❑ Submit _copies for distribution Revised ❑ Returned for corrections ❑ Final Plans ❑ For your review and comment Remarks 14c,Z5eZ 01,ga—, AL to —.3/� /s A eo j zr o4COAT it _11 /J c. _!-- El 001, Signed Copy to I If enclosures are not as noted,please contact us immediately C-2-11/85 IrV. ' DATE --- -------- �`� FEE TOWN OF BARNSTABLE OFFICE OF i 3AR13TLHL ■ASL BOARD OF HEALTH t se}q. ` 367 MAIN STREET HYANNIS, MASS. o2eol VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT Robert M. Shields, Jr. TELEPHONE NO. 771-7200 1` ADDRESS OF APPLICANT 129 Airport Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Robert M. Shields, Jr. LOCATION OF REQUEST Great Bay Road,...Osterville (M72-L32-3) VARIANCE FROM REGULATION (List reguPation) Title V See 15.15 ' VARIANCE REQUESTED Specific request) To allow-the use of a concrete wall in lieu ( of fill to:meet the slope breakout requirement REASON FOR VARIANCE (May attach letter if more space needed) Please refer to attached letter 9 PLANS - Two copies of plan must be submitted clearly outlining variance requested. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL Robert L. Childs, Chairmalft ' Ann Jane Eshbaugh 9 H. F. Inge, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE 326' Ma;n trr ei Route 6A Barnstable Village MA ' 02630 s October 11 , 1985 ' Barnstable Board of Health 817 362 2:=�. Town Hall Main Street Hyannis , MA 02601 ' RE: Lot 3, Great Bay Road, Osterville (Our File No. 3-1591 . 00 ) Dear Board Members : ' Attached is a revised tic site/ P se plan and variance request for the above captioned site. It is our profes- sional opinion that •this. plan provided the same degree of environmental protection as would be afforded by a system which would conform with all applicable regulations as set forth in Title 5 and the Board's own regulations. Variance Requested ' We are requesting the following variance: Sec. 15. 15 ( Illustration C) - requiring a setback of ' 150x the rise over the run. As proposed, cut off wall placed no closer than 21 feet from the primary leaching facility and 'no closer than 8. feet from the reserve area will substitute for required Engineers off sloping. ' Surveyors System Design Scientists The subject site abutts the waters of North Yay. The Architects proposed septic system leaching facility is -102 ' from the landward limit of the salt marsh system bordering the Bay Landscape at this location. Because of its proximity to the coast, ' Architects the site is mapped in the USGS theoretical Ground Water Study as requiring no adjustment over observed ground Planners water (Plate 2 - Annual Ranges of Groundwater Level and ' Index Well Areas for Cape Cod, Massachusetts ) . Ground water was observed at elevation 1. 2 on May 26 , 1982 in t.p. #2 and only 0. 9 ' in t.p. #1. Cape Cod Survey Consultants I AA • Rather than use the observed ground water, because we ' believe that providing some additional depth of aerated material beneath a system is generally advisable and because the site is quite close to the zone line where ' adjustment would be advisable under that USGS report, we have added a factor of 1 . 2 ' to observed ground water elevation 3. 1 ' . ' Although adding this factor pushed the system up above the existing ground surface and, due to the shape of the property, requires the use of cutoff walls to substitute ' for off-grading, we believe resultant environmental pro- tection may actually be greater. In exceptionally _permi- able soils such as those of the towns southern outwash ' plain, the horizontal component of flow in aerated soils, is negligible. Off-grading/slope setback requirements of Title 5 were designed for areas and soil types where percolation rates are slower and therefore the horizontal ' flow component is. significant. . These same soil conditions prove significantly less sur ' face area on which pollutants from septic effluent can. become fixed. Providing- a greater depth of aerated mater- ial below the system provides both a longer travel time with which pollutants may become fixed as well as more ' materials with which they may come in contact. Providing the additional height for the system also pro- ' vides. additional protection from flooding, considering that the site is within a 100 year flood plain. ' Based both on USGS mapping and observed ground water elevations ground water flow across the site seems to be south/southwest. In this direction the surface waters of North Bay are protected by a bordering salt marsh with a. narrow brackish to fresh shrub edge. Wetlands and their associated find grained low permeability soils have been shown to provide significant water quality renovation (appendix 1 ) . Considering the fact that the site exceeds the CCPEDC recommended density of one housing unit per 40,000 square feet to provide a nitrate concentration of: i 1/2 the allowable EPA drinking water quality standard ( lot area contains 1 . 3 acres of upland) , and that the 1500 gallon septic tank will provide significant detention time considering the fact that there will be only two primary ' residents in the house, we believe that adequate water quality protection is being .provided for non-bacterial factors.. Because all required wetland setbacks have been met, we believe that required protection from bacterial contamination has also been provided. 1 y We would be happy to prove additional information or answer any questions the Board may have. The system area has been staked on the ground for your convenience. Very truly yours , ' BSC/CAPE COD SURVEY CONSULTANTS Arlene M;Wilson Project Manager ' S phen A. Wilson, P.E. _ Project Engineer cc: Robert Shields , Jr. ' 19/40 1 - 1 1 v . WNW I November 21, 1985 Ms.Arlene Wilson Cape Cod Survey Consultants 3261 Main Street Barnstable, MA. 02630 Re: Variance for Mr. Robert M. Shields, Jr. - Lot 3, Great Bay Road, Osterville Dear Ms. Wilson: The Board of Health requests additional information in regards to the onsite sewage disposal system design and your request for a variance from Title 5, of the State Environmental Code, for Lot 3, Great Bay Road, Osterville. You stated had you not used the U. S. Geological Survey ground water adjustment of 1.2 feet (should be 1.9 feet to adjust to elevation 3.1); a variance from Title 5 would not be required. The Board concurs with the Conservation Commission's concern for potential contamination from systems using artificial retaining walls as a means to prevent breakout in close proximity to surface water bodies and wetlands. Prior to a final decision concerning an onsite sewage disposal system at this sensitive location, please install a water table observation device (observation well) at the site in close proximity to the proposed septic system. The device can be installed by either placing a slotted well casing into a test pit that encounters ground water, or in a hand augered soil boring hole. The well should be surveyed for location and elevation and clearly marked in the field. The top of the well should be surveyed to mean high water, to the nearest 1/100 of an inch. Once the well is installed, your engineer should wait at least one day to allow the well to equilibrate. Ms. Arlene Wilson November 20, 1985 Page 2 Readings must be taken for three consecutive days at the time of high and low tides. Adjustment in calculations may be necessary to account for characteristic low ground water levels in the month of November. Ver truly yours, ' obert L. Childs, Chairman Ann Jane hbaugh Ae2,'JJO�- Grover C.M. Parrish, M. D. BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm cc: Conservation Commission Mr. Robert M. Shields, Jr. �i I S. Russell Sylva Commissioner Gilbert T.Joly eJ Regional Environmental Engineer July 29, 1987 k� Baxter & Nye, Inc. RE: BARNSTABLE--Subsurface Sewage 7 Parker Road Disposal--Pumping Prior to the Osterville, Massachusetts 02655 Septic 'Tank for Mr. Ferguson, Lot 3, Great.. Bay Road, Little Island ATTENTION: Peter Sullivan Gentlemen: In accordance with 310 CMR 15.09(1) of Title 5 of The State Environmental Code, the Department of Environmental Quality-Engineering .has had an engineer review your request for prior approval to install a sewage ejector at the subject location. _ The Department does not recommend pumping into .the septic tank, but whereas the sewage flow being pumpediis a small percentage of the total daily flow and should not cause a_major. disturbance, the Department her_eby-:approves the proposal with the following provisions: 1. The installation meet the requirements of all other State and local_.agencies. 2. The sewage.ejector shall be a low flow .(15-25 gallons per minute) , nongrinding .pump. Please be advised that the installation of a sewage ejector constitutes an alteration to your subsurface sewage disposal system, .and, therefore, the appropriate Permits for such an alteration must be .obtained_ from the Barnstable Board of Health in accordance with 310 CMR 15.02 of Title 5.. If you have any questions or need additional information, please contact Mr. Brett Rowe at the above telephone number. Very truly yours, Jeff ould, Chief Wa lu ion Control Section I G/BR/lm r -2- cc: Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Plumbing Inspector Town Hall 367 Main Street Hyannis, MA 02601 • BAXTER &, NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/ Osterville, Massachusetts 02655 /Tel. (617)•428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering s . August 17 , 1987 i t - Town of Barnstable Board of Health 367 Main Street - - Hyannis, Ma. 02601 RE: Ferguson Residence - Great on Road Little Island, Osterville Gentlemen: As previously presented, Mr . Ferguson would like to install a toil-et and hand sink i.ri his gazebo bar . The plumbing for the proposed toilet/sink ' is to run from the gazebo to the basement of the existing house, 1 fted via an ejector pump to the existing septic system. Please note that the expansion system has already been installed and interconnected with the primary via a changeover valve . Please find attached our. correspondence with DEQE and - their approval letter .for the ejector . Also attached is a plan showing the proposed route for the piping. - Very truly yours , Peter Sullivan,, P . E. Baxter & Nye, Inc . Attach. PS./lp. . . n MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING �` - } HASSACHUSE77S ASSOCIATION OF LAND SURVEYORS AND CWL ENGINEERS BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131 W LLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering July 15 , 1987 Mr . Brett Rowe Water Pollution Control Section Commonwealth of Massachusetts Department of Environmental and Quality Eng. Lakeville Hospital Lakeville, MA 02346 RE: Ferguson Residence Great Bay Road Little Island, Osterville Gentlemen: Please consider this request to install an ejector pump. Attached find site plans of the Ferguson residence presently under construction. The site is on North Bay and abutts a marsh. The gazebo located on the southwest portion of the site is to be a bar . Mr . Ferguson would like to install a toilet and sink in the bar so that his bar guests will not have to .use the toilets in the house or on his boat . The plumbing for the proposed toilet/sink is to run to the basement of the house lifted via an ejector pump ( non-grinding low flow, cut sheet attached) to the exisiting septic system. The expansion system has been and is interconnected with the primary system by a changeover valve. The septic design is presented on the attached plan. We are presently seeking Board of Health approval for this addition. Any questions please call. Very truly yours, Peter Sullivan, P .E. Baxter- & Nye, Inc. PS/fmj Enclosure 1. A MEMBERS OF CAPE COD SOCIETY OFPROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSEITS ASSOCIATION OF LAND SURVEYORS AND C1VJL ENGINEERS I Y/I ceo Q vl/E�Zaf4�i7eil�i.��/2l�Cf ��c�� �4 O S.Russell Sylva Commissioner Gilbert T.Joly Regional Environmental Engineer o1:G CPU�UIP��� aLQ��ElAU�i, e/' O.0 U 7-A,99 &Y 680-68./ . July 29, 1987 Baxter & Nye, Inc. RE: BARNSTABLE--Subsurface Sewage 7 Parker Road - Disposal--Pumping Prior to the Osterville, Massachusetts 02655 Septic Tank for Mr. Ferguson, Lot 3, Great. Bay Road, Little Island ATTENTION: Peter Sullivan Gentlemen: In accordance with 310 CMR 15.09(1). of Title 5 of The State Environmental Code, the Department of Environmental Quality. .Engineer_ing .has .had an engineer review your request for prior approval to .install a sewage ejector at the subject location.. . The Department does not recommend pumping into .the septic tank, but whereas the sewage flow. being pumped :is a small percentage. of the total daily flow and should not cause a_major. disturbance, the Department hereby approves the proposal with the following provisions: 1. The installation meet .the requirements .of all .other State and local agencies.- 2. The sewage ejector shall be a low flow (15-25 gallons per minute), nongrinding:pump. Please be. advised that the installation of a sewage ejector constitutes an alteration to your subsurface sewage disposal :system, ,and,.._therefore, the appropriate permits for such an alteration must be obtained from. the Barnstable Board of Health in accordance with 310. CMR 15.02of Title 5. _ If you have any questions or need additional information, please contact Mr.. Brett Rowe .at -the above telephone number. Very truly yours, Jef. .. . ould, 1ef. Wa lu ion Control Section G/BR/lm R.r y f -2- • Health a dof 1 . cc. Bo. r Town`•Hall 367'Main. Street Hyannis, MA 02601 Plumbing Inspector, Town Hall x> 367 Main--.Street Hyannis, MA 02601 MW r BARTER & NYE, INC. R Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville,Massachusetts 02655/Tel. (617)428-9131 VIMLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering July 6 , 1987 Town of Barnstable Board of Health P .O. Box 534 Hyannis, MtA '02601 RE : Lot 3 - Great Bay Road Little Island Gentlemen: For the above referenced project, I have inspected the installed retaining wall . The structure has been installed in accordance with the approved plcns . I trust that this meets your present needs . Very truly yours , —'M Peter Sullivan, P . E . Baxter & Nye, Inc. PS/fmj CC : Silvia & Silvia I;i OF s PETER U SULLIVAN a No. 29733 y Aop 01� 'IS T Efkv ONA MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS C SENDER: Complete items 1,2,and 3. Add your.address in the"RETURN TO"space on 3 reverse. _ 1. The following service 1s requested (check one). n ( Show to whomjand date delivered. . . .. .. . . . Show to whom,date,and address of deliygry. ._¢ RESTRICTE (DELIVERY Show to whim and date delivered. . . .. . . .. ._¢ Ej RESTRICT D DELIVERY. Show to w4b4 date,and address of delivery.$_ �\ (CONSULT;POSTMASTER FOR ]jE' 2. ARTICLE ADDRESSED � Ito '�Q��-'"�Te �c iv� •• c z 3. ARTICLE DESCRIPTION: z n REGISTERED NO. CERTIFIED NO INSURED NO. m �IS766 1 s I (Always obtain signature of addressee o gent) m D I have received the article descri a above. mk SIGN RE 0 Addressee Authorized agent z v y 4. c OAT F DELIVERY POSTMARK o 2 5. ADDRESS (Complete only if requested) v n m 71 1 T 6. UNABLE TO DELIVER BECAUSE: CLERK'S m INITIALS C 3 D {j GVo: 1978-272-382 UNITED STATES STALkSERVICE OFFICIAL U, PENT1LTY.ROPRIVAIT""°"" " [y SENDER I %R0&0N ?I Print your name,address,anP�{4�q�r�the a below. . PO • Complete items 1,2 3 drf-tl�r�e. � �o..����� -•.��t- • Attach to front of article,f sp1,cepg7 its.Otherwise affix to back of article. Endorse article"Return Receipt Requested"adja- c en t to number. p � RETURN TO I I M t� 1 BSC CAPE con SjR '4€Y CQ�I.Q�aMTn 3261 MA&,§T I[ROUTE 6A BARNSTABLE VILLAGE, MA 02630 I (Street or P.0.Box) I I (City,State,and ZIP Code) I i H 0 SENDER: Complete items 1,2,and 3. Add your address in the"RETURN TO"space on 3 reverse. w I. The following service is requested (check one). rApooShow to whom and date delivered. . . .. . . .. . ¢ in Show to whom,date,and address of delivery. ._¢ RESTRICTED DELIVERY Show to whom and date delivered. .. .. . . . RESTRICTED DELIVERY. Show to whom,date,.and address-of delivery.S_ (CONSULT POSTMASTER FOR, FEES) 2. ARTICLE ADD D TO: L.o m 7Q tJC S ` r, S f P C S o 4 cs�j Z 3. ARTICLE DES RtPTION: in REGISTERED NO:, :CERTIFIED NO. INSURED NO. 74 m I (Always obtain signature of addressee or agent)) e' I have received-the article described above. m SIGNATU ❑ Addre see ❑ ithorized agent, z r/f1\ / �t +` S 2 4. c DATE OF DELIVE i ?1POSTMARK;y m �D r � T o •y Z 5. ADDRESS (Complete only if requested) O.a,•� sr� � v -- m 1 T 6. UNABLE TO DELIVER BECAUSE: CLERK'S rn INITIALS v D r G PO: 1978-272-302 UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS PENALTY FOR PRIVATE USE TO AVOID PAYMENT Print your name,address,and ZIP Code in the space below. OF POSTAGE,$300 • Complete items 1,2,and 3 on the reverse. • Attach to front of article if space permits.Otherwise LLS.MAIL affix to back of article. CC=C==O Endorse article"Return Receipt Requested"adja- cent to number. RETURN TO (n'aflre j� S����e�� 32.G.�i MA.�l 81.I � UA BARNSTABI.'.. VILLAGE, MA 02630 (Street or P.O.Box) (City,State,and ZIP Code) y 0 SENDER: Complete items 1,2,and 3. Add your address in the"RETURN TO"space on 3 reverse. w 1. The foliowinj service is requested (check one). Show to whom and date delivered. . . . . . . . . . in ❑ Show to whom,date,and address of delivety. ._¢ RESTRICTED DELIVERY Show to whom and date delivered. .... . . . . ._¢ RESTRICTED DELIVERY. Show to whom,date,and address of deliver)rjS_ (CONSULT POSTMASTER FOR FEES" 2. ARTICLE ADneE.S= TO: Vt )o m I�vt30 1 'r c5 Wok In `l�c� G ymlk Z 3. ARTICLE DESCRIPTION: m REGISTERED NO. CERTIFIED NO. INSURED NO. 7p s (Always obtain signature of addressee or agent). m I have received the article described above. in SIGNATURE 0 A dressee ❑ Authorized agent m m v z a. C DATE OF DELIVERY POSTMARK z m I v D 5. ADDRESS (Complete only if requested) Z v m m 6. UNABLE TO DELIVER BECAUSE: CLERK'S m INITIALS 3 D GPO: 1 978-272-382 i UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS PENALTY FOR?,P�f�(TE`= � SENDER INSTRUCTIONS USE TO A1%CPI�'PAYM NT,� Print your name,address,and ZIP Code in the space below. • Complete items 1,2,and 3 on the reverse. OEPOSTAGk Ci w�f2�7 • Attach to front of article if space permits.Otherwise LLS.MAIL-,C i&I ` affix to back of article. O w • Endorse article"Return Receipt Requested"adja- -: ... cent to number. 77.�--- RETURN TO M I n �SG�GAPF GOD ( ame of en er 32L MA`N ST./ROUTE 6A V' A ;'_ : ALLAGE, MA 02630 I (Street or P.O.Box) I I (City,State,and ZIP Code) I w O SENDER: Complete items 1,2,and 3. Add your address in the"RETURN TO"space on reverse. The following service is requested (check one). D Show to whom and date delivered. .. . . . . .. . Show to whom,date,and address of delivery. ._¢ ❑ RESTRICTED DELIVERY Show to whom and date delivered. .. .. . . . . ._¢ ❑ RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$_ (� (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESSED TO: maw yeC m / oXD77 Z 3. ARTICLE DESCRI TION: x m REGISTERED NO. CERTIFIED NO. INSURED NO. v 76,5 f r- 74 m f (Always obtain signature of addressee or agent) S? I have received the article described above. m SIGNATURE ❑ Addressee ❑ Authorized agent z m c DAT OF DELIVERY PO MAR 7° ► S # D 5. ADDRESS (Complete only it requested) m 6. UNABLE TO DELIVER BECAUSE: CLER S C IN S a / GPO: 1978-272-382 �eq..i,, UN ITED STATES PO L S&MCEg. OFFICIAL BUSI SS SENDER INSTR ON9lOi[ /� PENAY�Iwfif�Q�ly USE TQ,d{juQ_PA fie° Print your name,address,and ZIP Co m thspas�ce b OF P0�67R,,"L!ii0{�ace� • Complete items 1,2,and 3 on 6 I�11 • Attach to front of article if space pe therwise affix to back of article. • Endorse article"Return Receipt Requested"adja- cent to number. RETURN TO i j —BgGiC RE COD SIIRVFv r.QNSII;I,gN 3261 MAIN �N�mfc uit OA BARNSTABLE VILLAGE, MA 02630 (Street or P.O.Box) a I I (City,State,and ZIP Code) O SENDER: Complete items I,2,and 3. Add your address in the"RETURN TO"space on Ell reverse. 1. The following service is requested (check one). Show to whom and date delivered. Show to whom,date,and address of delivery. ._¢ RESTRICTED DELIVERY Show to whom and date delivered. .. .. .. .. . RESTRICTED DELIVERY. Show to whom,date,and address of de livery.$_ (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESSED TO: �— vn o a :COLOtq,ri ��osb�r t z 3. ARTICLE DESCRIPTION: A r C m REGISTERED NO. CERTIFIED NO. INSURED NO. z s (Always obtain signature of addressee or agent) q I Nave received the article described above. t N m PUTE RE essee ❑ Authorized agent. z 0 z OF DELIVERY POSTMARK G m m t7 �, Z 5. ADDRESS fCpmplut4 o. f't4�Bst¢a R �+ 33 8CAUS6. UNABLE TO DELIVE CLERK'S {7 GPO: 1978-272-362 I i UNITED STATES POSTAL, SE .{ OFFICIAL'BUSINESS PENALTY FOE' SENDER INSTRUCT[ A (� 7 t fi Print your name,address,and ZIP Code i the sl3a�GbE dW.- USE TO RPRIVA ID PA �— . • Complete items 1,2,and 3 on t versscct�Ft�I ]; OF PMiAGT;"S30B="d - • Attach to front of article ifs ace ise =affix to back of article. Q '- Endorse article"Return Receipt Reque cent to number. RETURN i TO I A BSCIeftpE I ame o.Sender) 3261 MAIN ST.I ROUTE 6A BARNS-1 ABLE VILLAGE, MA 02630 (Street or P.O.Box) a I I (City.State,and ZIP Code) I w{ I N O SENDER: Complete items 1,2,and 3. o Add your address in the"RETURN TO"space on 3 reverse. 1. The following service is requested (check one). � Show to whom and date delivered. . . .. .. .. . Show to whom,date,and address of delivery. ._¢ RESTRICTED DELIVERY Show to whom and qate delivered. . . .. .. .. . RESTRICTED DE VERY. [� Show to whom,date and address of delivery.$_ (CONSULT POS MASTER FOR FEES 2. ARTICLE ADDRE O: C . ba��Qu m \ SG�`00, Y`!1 S� r V-0o(\e— rn red�(1c�J� i O*O Z 3. ARTICLE DESCRIPTION. M m REGISTERED NO. CERTIFIED NO. INSURED NO. 'a 74 m I (Always obtain signature of addressee or agent) I have received the article described above. mSIGNATURE (_1ddressee Authorized agent m my y 4 3] C DATE OF DELIVERY DST 9 : m ago Z 5. ADDRESS 4onniflet.only if requested m x 1 T 6. UNABLE TO DELIVER BECAUSE: m O s 3 D {j GPO% 1978-272-382 UNITED STATES PO d1L SSE�2,VICEv„ OFFICIAL BU ESS 'vvll I h1 SENDER INST CTIONS PEN�i}il .Fs�,y.>�" USE T y�QjQ„ YMENT Print your name,address,and ZIP ode in the 1pa a bel p STAG • Complete items 1,2,and,3 n tl3 rhY e• Attach to front of article if spa a er i s. therwise MS•MAIL affix to back of article. O Endorse article"Return Receipt Requested"adja- cent to number. RETURN TO L` BSCICAPE COD SU&Y 60-MULTANTS 3261 MAIN ST.I ROUTE 6A BARNSTABLE VkJ&AGEe.M (City.State.and ZIP Code) 1 0 SENDER: Complete items 1,2,and 3. T Add your address in the"RETURN TO"space on �- 3 reverse. a, t. The fg.WinrWing service 1s requested (check one). D Show to whom and date delivered. . . . . .. .. . Show to whom,date,and address of delivery. ._¢ \� RESTRICTED DELIVERY \ Show to whom and date delivered. .. .. . . . . . RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$_ (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESS TO: F,Ic c `1Yl G�ec�or Z 3. ARTICLE DESCRIPTION: x m REGISTERED NO. CERTIFIED N�O�.[� INSURED NO. 1 7o I (Always obtain signature of addressee or t) m 0 I have received the article-'describe above. CA SI NA *E [1Addressee Authorized agent z m0 Z 4. DALIVERY POSTMARK Z 5. ADDRESS (Complete only if requpstprf) O m m z n 6. UNABLE TO DELIVER BECAUSE: CLERK'S G INITIALS 3 D y'y GPO: 1978-272-3B2 UNITED ST OF*VIPP- SERVICE U S �PfiwauFoR-P0fiv-wtE SEN *�Cojythe, . NS T Print your name a S, space baow. • Complete i s Co ij�e 1 on he reverse. • Attach to f ron,Of-article if, ate permits.Otherwise LL M�&MAI Lt 0 affix to back f art • Endorse article"Return Receipt Requested"adja- cent to number. RETURN 'a TO BSUICAPL I D S"yT&-W9)UtfANTS 3261 MAIN S F./ ROUTE 6A VILLAGE, MA 02630 (Street or P.O.Box) (City,State.and ZIP Code) y 0 SENDER: Complete items t,2,and 3. Add your address in the"RETURN TO"space on 3 reverse. w . t. The�flowing service is requested (check one). �IShow to whom and date delivered. . . . . .. .. . ¢ Show to whom,date,and address of delivery. .-I [� RESTRICTED DELIVERY Show to whom and date delivered. . . .. . . . . . [� RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$ (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESSED TO: sfiev`tiit1e ^(�Itn- Oa �sS Z 3. ARTICLE DESCRIPTION: m REGISTERED NO. CERTIFIE NO. INSURED NO. It 1.0 74 m I (Always obtain signature of addressee or t) D I hav eived the article described above. mSIGN URE Addressee Authorized agent z m - o i N 4. DATE OF ELIVERY OSTMARK C O z 5. ADDRESS (Complete only if requested) v n m 6. UNABLE TO DELIVER BECAUSE: CLERK'S p INITIALS 3 D ^yf GPG: 1978-272-382 N M UNITED ST ;5� L SERVICE OF 18V S ""••» •RENALTY R iiIQ�1TE °r SEN 1ps U' ONS Print your name,a s �p� C�a n the space below. TO POST a • Complete it 1 p�7 eeee����3 o the reverse. • Attach to front oYarticle if s ce permits.Otherwise _„ '' °" UAIL� affix to back of artidel ;. ,R'- • Endorse article 'Return Receipt Requested'adia- cent to number. RETURN h TO B r BSCICAPE COD"SflWRn00NSULTANTS G3261 MAIN ST. ROUTE 6A l02630 treet or O.1Yox) (City,State,and ZIP Code) ti O SENDER: Complete items 1,2,and 3. o Add your address in the"RETURN TO"space on 3 reverse. w I; The f,Ilowing service is requested (check one). J YY t *� Show to whom and date delivered. . . . . . . .. ._ 1 j Show to whom,date,and address of delivery. ._ RESTRICTED DELIVERY Show to whom and date delivered. . . .. . . . . . RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$_ (CONSULT POSTMASTER FOR FEES) .—t ARTICLE ADDRESSE TO: Ke h thrn e 160d, I Z 3. ARTICLE DESCRIPTION: x n REGISTERED NO. CERTIFI NO.� I INSURED NO. 1n t 4 m s (Always obtain signature of addressee or agent) e? I have receive the article described above. m SIGNATURE ddr ssee Authorized agent Z 4 ✓ 1 ` C ATE O ELIVER J POSTMARK \ rn /o ^ 3� '� Z 5. ADDRESS (Complete only if requested) v c') m 1 6. UNABLE TO DELIVER BECAUSE: CLERK'S } p INITIALS 3 J � Y}GPO: 1978-2 3 2 m �ga5 .. ➢ I UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS 026�0 PENALTY FOR PRIVATE SENDER INSTRUCTIONS I I Print your name,address,and ZIP Code in the space below. USE TO AVOID PAYMENT I Complete items 1,2,and 3 on the reverse. OF POSTAGE,$300 e I • Attach to front of article if space permits.Otherwise tLS.MAIL affix to back of article. C22==0 Endorse article"Return Receipt Requested"adja- cent to number. I RETURN I To I A BSCICAPE COD SURM"MRSULTANTS I 3261 MAIN S T. / ROUTE 6A I — � E t4iree -.?P. ox I I I (City,State,and ZIP Code) , I I i y SENDER: Complete items 1,2,and 3. Add your address in the"RETURN TO"space on 3 reverse. Th following service is requested (check one). D Show to whom and date delivered. . . .. . . .. . Show to whom,date,and address of delivery. ._¢ 89 RESTRICTED DELIVERY Show to whom and date delivered. .. .. . . .. . RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$_ (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESSED TO: (� �S c��nnes 0& m � C C3 she�y ��1� ,'Vy-0L. OCR 6 5 Z 3. ARTICLE DESCRIPTION: nREGISTERED NO. CERTIFIED NO. INSURED NO. m 41-7 m I (Always obtain.signature of addressee or get) I have received the article-describe above. mSIGNA RE Addressee Authorized agent m O H 4. C DATE OF E IVERY OS ARK m /d Z 5. ADDRESS (Complete only if requested) 0 m r z 6. UNABLE TO DELIVER BECAUSE: CLERK'S 1n INITIALS O 3 D {r GPO: 1978-272-382 I UNITED STA$- 4 TAL SERVICE w" I ",PENAi_TY'FOR PRIVATE SE R TR IONS Print your name, restgIP in the space bellow. • Complete s II�� d ddn the reverse.' • Attach to f opt.0f-artiele if space permits.Otherwise x U S MAtt. affix to back of 6jjl_i;..-�' Endorse article"Return Receipt Requested"adja- cent to number. RETURN TO R (Nan e qf e t tll 3261 MA'J S�.1 fidO.E 6A ABLE VILLAGE, MA 02630 (Street or P.O.Box) (City-State,and ZIP Code) C SENDER: Complete items I,2,and 3. Add your address in the"RETURN TO"space on 3 t reverse. 1. he f owing service is requested (check one). LL how to whom and date delivered. . . . . .. . ... . (] Show to whom,date,and address of delivery. :_?¢ RESTRICTED DELIVERY Show to whom and date delivered. .. .. . . .. ._¢ RESTRICTED DELIVERY. Show to whom,date,and address of delivery.$_ (CONSULT POSTMASTER FOR FEES) 2. ARTICLE ADDRESSED TO: CJgstQ-r 1� OD0 c -T'rr I" G'a�e 1r.©dq, _ m 0-e. Z 3. ARTICLE DESCRIPTION: nREGISTERED NO. CERTIFIED NO. INSURED NO. (` m (Always obtain signature of addressee or agent) I have received the article described ve. m SIGNATURE Addressee Authorized agent z m m vZi 4 C DATE:OF DELIVERY POSTMARK -- z 5. ADDRESS (Complete only if requested) 0 m r z , Z^ 6. UNABLE TO DELIVER BECAUSE: CLERK'S C INITIALS I 3 D Y}GPO: 1978-272-382 r UNITED STATES POSTA �SER�IIC,E„�o OFFICIAL BUSINE FF''lnvrtt SENDER INSTRUC t)N no PENALTO AV �D PA Print your name,address,and ZIP Code the mvleliw. USE TOFAPQSTIRa r� • Complete items 1,2,and 3 on t revarfgn � u Attach to front of article if space perk ®O affix to back of article. I Endorse article"Return Receipt Requested"adja- cent to number. I RETURN I TO I td MNSUff ANTS 3261 MAIN ST. J ROUTE 6A BARNS189L.-_ VILLAGE, MA 02630 (Street or P.O.Box) (City.State,and ZIP Code) I I f - Di _K # 47/48 E-530 SUMMARY OF DENITRIFICATION PROCESS INTRODUCTION Research on the capacity . of wetlands to rom treated sewage has been investigated by*r both botanists emove nitrogen land marine biologists on the one hand, and by sanitary and environ- mental engineers on the other hand. Sewage effluent has been applied to va'rious types of natural wetlands from `Florida to Canada ' s Northwest Territories. The research shows a consensus on the range of nitrogen removal efficiency by denitrifying bacteria. These is general agreement in the literature that the major mechanism for removal of nitrate/nitrogen from waste- water by wetlands is• the denitrification. process. Denitrification is a gas-producing anaerobic destruction of ' nitrates by bacteria. The nitrates in the effluent are broken down Into ..-nitrogen gases which are released into the atmos- phere. - This conversion is performed by the anaerobic denitri- fying. bacteria present in saturated organic soils. ' Plant uptake further increases nitrogen removal during the growing season, although removal gr.eater. -ing bacteria is many times- - rThe Nitrogen Removal Process Nitrogen exists in many organic and inorganic forms including ammonia (NH ) , ammonium (NH 4+) , 'ni"trate (NO -) , nitrite (NO -) , nitrogen ox�des (NO, NO ) and other nitrogen gases (N N20) . The predominant form pc�esent in the effluent from a �eacging field is -the nitrate (NO3-) compound. -,- The anaerobic bacteria in the saturated organic soil layer use nitrate (NO ) in the respiration process i and oxygen. P as a source of energy Y9 Organic compounds provide a source of hydrogen donors and carbon which are also essential for 'respiration. During this process the nitrate (NO3-) is first converted to nitrite. (NO2-) , then to gaseous forms (N20 and N22) .° This chain of reactions constitutes the process of denitrification. Many facultative anaerobic bacteria* ubiquitous in nature (primarily in the genera Pseudomonas , Achromobacter , .Bacillus , and Micro- coccus) are capable oC t is process. •F.acultative anaerobic bacteria are bacteria which can carry out respiration under both aerobic and anaerobic conditions , depending on how much oxygen is available. A In studies in which nitrate was tained under anaerobic conditions , as much mixed into wetland soils main- nitrate disappeared within a of Plus some microbial immobilization .a s as 9e the added Y due to denitrification , lion is related to the availabilit The rate of denitrifica- om- pounds, which both furnish carbon and enerof gy carbon cthe denitrifying bacteria , and serve as an H+ d for growth of the trification process . donor for the deni- cient organic matter is peaty or mucky wetland soils suffi- denitrification available so that ra carbon sources, typically occur without additionalid rorganates ic There has been general a with temperature and agreement that denitrification increases rates occur with decreases with soil acidity. The highest under anaerobic organically rich, saturated 9 est long-term anaerobic conditions at moderate temperatures. soils The receiving monitoring of nitrogen removal from wetlands indicates that continued applications of wastewater for and carbon is man ma maintained as long as the su many years ates rate. Supply continues at thersame Vegetation Dynamics - -hand vegetation serves wastewater nutrient removal.��Iple important functions in and stem system filters Initially, the vegetation root nutrients. Different types the particulate matter and associated the soil and water respectively,,Vegetation absorb nutrients from as reed canary Rooted emergent while Y grass absorb soil nutrients through rootPlants uptakeh rooted submergent plants like eel obtain their nutrients from grass and water milfoil specific amount of nitrogen absorbed water by wetland vegetation varied with different Y foliar uptake. The mental conditions, plant types, -methodologies gelation has IMI lat egetative ' Overall, the net removal of nitrogenand the _ community represents onlyg Y the lant y denitrification, and varies seasonallyrwith�hi®f the removal ptake occurring Burin highest rates of en removal throw h g the growing season. Similarly, aterial does not g the formation of peat from dead nitro- low nutrient loading a significant nutrient sink, except rates. TABLE 18 • MARSH AREA REQUIREMENTS FOR ONE MGD EFFLUENT Prepared by Stanley Associates , Inc. a Wastewater Constituent ac s Salt Water Mar Fresh Water Mars$ res/year —Nitrogen -acres/year ( 1 ) 89 = 522 lbs/yr/ac (*2) 104 = Phosphorus 533 lbs/yr/ac 2, 048 8 BOD 19 29 Suspended Solids 51 , 29 51 Fe 1 . 5 Mn 1 . 5 228 Zn 171 105 105 Cd 2, 275 853 Cr 4 , SSZ 1 ,707 Cu ; 1 ,707 1 ,707 Pb 341 H 341 g 341 341 a wastewater concentrations used to derive land areas were n.itrogen (18 . 2 mg/1) , phosphorus (6.0 m suspended solids (30 Ong/1) J heavy metall�conc nt(r do s1)weand re taken from Table 3, this section. b marsh area required to renovate one MCD of typical secondary ary Note: Formula for conversion to lbs/year/acre .removal : ( *1 ) 1 MGD x 18 . 2 mg/1 x 8 . 34 = 151 .8 lbs . /da x 365 days/ ear acres y = •622 lbs./year/acre (*2) 1 MGD x 18 . 2 mg/l 'x 8 . 34 = 151 .8 lbs . /da x 365 days/year 04 acres 533 lbs./year/acre LIST OF REFERENCES : NUTRIENT REMOVAL by WETLAND VEGETATI-N AND CRGANIC SOILS '1 . Aston , S.R. and C.N. Hewitt , 1977 . Phosphorus and carbon distributions in a polluted coastal environment . Estuarine and Coastal Marine Science. 5: 243-254 . 2. Chalmers, A.G. 1979. The effects of fertilization 6n N distribution in a Spartina alterniflora saltmarsh . Estuarine and Coastal marine Science. 2 -337. 3 . Delaune , R.D. , ' R.J. Buresh and W.H. Patrick, Jr. ,. 1979. Relationship of soil properties- t6 standing crop biomass Hof- 'Spartina alterniflora in a Louisiana marsh . Estuarine and Coastal Marine Science. 8:477-487. 14 . Fetter , C.W. , Jr. , N.E. Sloey and F.L. Spangler, 1976. Potential replacement of septic tank drainfields by artificial marsh wastewater treatment systems . ' Groundwater, 2976. 14 (6) : 396-402. 5. Gallagher , J.L. , 1975. Effect of an ammonium nitrate pulse on the growth and elemental composition of natural stands of Spartina alterniflora and J-uncus roemerienus , Amer. J. Bot. 62 ( ) :644-648 . - !6 . Gallagher_, J.L. , W.J. Pfeiffer a d L.R. Pomeroy, 1976 . Leaching and microbial utili_ation of dissolved organic carbon from leaves of Spartina alterniflora . Estuarine and Coastal Marine Science. 4 : 46 . 7 . Garside, C. , T.G. Malone , O.A. Roels and B.A. Sharfstein, 1976. An evaluation of sewage-derived 'nutrients and their influence on the Hudson estuary and New York Sight-.-_�stupjjrj nq,. 'and Coastal .mair.tne' Sci'*nce. 4i281-289. � . Goldman , J . C. , K . R . Tenore and H. I . - Stanley, 1975 . Inorganic nitrogen removal from wastewater: effect on phytoplankton growth in coastal marine waters. Science . 180 : 955-956. 9 . Hemond , H.F. and J.L. Fifield , 1982. Subsurface flow.. in salt marsh peat: A model and -fIold study. L:imnol . Oceanog . 27 (1 ) : 126-136 . 0. Jordan , T. E. and I . Valiela , 1982. A nitrogen budget of the ribbed mussel , Geukensia demissa and its significance in nitrogen flow in a New England salt marsh. Limnol . :Oceanog. -27 (14 N i 1l . Livinaston , D.C. and D.G . Fatriquin , 1981 . Below cround . growth of . Spartina alterniflora . Loisel : habit , functional biomass and nor,-structural carbohydrates . Estuarine , Coastal , and Shelf Science 12 : 579-587 . 12 . Nichols , D.S. , 1981 . Capacity of natural wetlands to remove nutrients from wastewater , unpublished article. ,3 . Nixon , S.W. , C.A. Oviatt , J. Barber and V.. Lee , 1976 . Diel metabolism and nutrient dynamics in a salt marsh embayment . Ecology 57 : 740-750 . ° 14. Patrick W.H. , Jr, and R.D. Delaune, 1976. Nitrogren and • Phosphorous utilization • by Spartina alterniflora in a ' salt marsh in Barataria Bay, Louisiana. Estuar ne and Coastal Marine Science. 4 : 59-64 . r5. Payne, W.J. , 1981 , Denitrification, New York, John Wiley 6 Sons , 214 pp, . 6 . Ryther , . J . H . and W.M . Dunstan , 1971 . Nitrogen , phosphorous , and Putrophication in the coastal marine environment . Science . 171 : 1008-1013. 7 . Smatt, M.R. and J.W. Barko , 1978 . Influence of sediment salinity and nutrients on the physical ecology of selected ! salt marsh nT_ts_ Psti"►ine and Coastal — - ' Marine Science. 7: 487-495 . 18 . Smith, K.K. , R.-E. 'Zood and N.F. Good , 1979. Production dynamics for above and below ground components of a New Jersey Spartina alterniflora tidal marsh. Estuarine and Coastal Marine . Science . 9 : 189-201 . 19. Smith, K. L. , Jr. , hilbert T. Rowe, and J.A. Nichols , 1973 . Benthic community respiration near the Woods Hole sewage • outfall .. Estuarine and Coastal Marine Science 1 :65-70. VSteever , E.Z. , R.S. Warren and W.A. Nierin9 , 1976 . Tidal energy subsidy and standing crop production of Spartina alterniflora . Estuarine - and Coastal Marine Science . 4 : 475-478 . 1 . Valiela , I . , 197-6 . Production and dynamics of experimentally enriched salt marsh vegetation: Below ground biomass. Limnol . Oceanog. 21 (2) : 245-252.. t . Valiela , I . , and J.M. Teal ; 1979. The nitrogen budget of a salt marsh ecosystem. Nature 280 : 652-656. FValiela , I . , J .M. Teal and W. Sass, 1973 . Nutrient Retention 4n -salt -marsh plots experimentally fertilized . with sewage sludge . Estuarine and Coastal Marine Science . (1 ) : 261-26.9 . r v } ' 24 . Val iela , I . , J.M. Teal , S. Volkmann , D. Shafer , E .J . Carpenter , 1978 . Nutrient and particulate fluxes in a salt marsh ecosystem : tidal exchanges and Inputs by precipitation and groundwater . Limnol . Oceanog . 23 (4 ) : 798-872 . 25 . Van Raalte , C.D. , I . Valiela , E.J. Carpenter . and. J .M . Teal , 1974 . Inhibition of nitrogen fixation in salt marshes measured by acetylene reduction. *Estuarine- and Coastal Marine Science. (2) : 301-305. r 12,6. Welsh , B. , 1980. Compar,ative . nutrient dynamics of. a marsh mudflat.. ecosystem . Estuarine and Coastal Marine Science. 10 : 143-164 . _ 27. Yonika , D. , et. al . 1979. Feasibility study of 'wetland disposal of wastewater treatment plant effluent , ' Resea.r_ch Project .78-04 , Final Report to the Commonwealth of Massachusetts Water Resources Commission, Division of Water Pollution Control . M 1 I ,i w , ,.ram pF THE 7- DEQE File No. SE 3-1607 j (To be Provided by DEQE) IT,I. Commonwealth %� ��-_ • of Massachusetts 3AH rasa NAZ& a CitpTown:Barnstable ' �, ea,o� 039•k`�0 Applicant Robert Ferguson — 'f0lSAY Order of Conditions i MASSACHUSETTS WETLANDS PROTECTION ACT G.L. c. 131, § 40 TOWN OF BARNSTABLE WETLANDS PROTECTION BY-LAW, Ch. 3, Article XXVII FROM: BARNSTABLE CONSERVATION COMMISSION To Robert Ferguson Same (Name of Applicant) (Name of property ownerl c/o Silvia & Silvia Assoc. Inc. Address 619 Main St. Address Centerville, MA 02632 This Order is issued and delivered as follows: 10 by hand delivery to applicant or representative on (date) IX by certified mail, return receipt requested on April 17, 1987 (date) This project is located at Lot #3 off Great Bay Rd. , Osterville Barnstable Assessor's Map # 72 Lot 3 The property is recorded at the Registry of Deeds in Barnstable Book 4423 page 30 Notice of Intent dated March 5, 1987 Date of Hearing March 31, 1987 This Order is issued on April 17, 1987 Findings The Barnstable Conservation Commission has reviewed the above-referenced Notice of Intent. and plans and has held a public hearing on the project. Based on the information available to the Barnstable Conservation Com- mission at this time. the Barnstable Conservation Commission has determined that:.he area on which the proposed work is to be done is significant to the following interests in accordance N+rith the Presumptions of Sig ificarnce set forth in the regulations for each Area Subject to Protection Under the Act (clieck as appropriate): ARTICLE 27 ONLY F, Public water supply L Storm damage prevention Erosion Control r Private water supply K Prevention of pollution «°idlife Ground water supply 0 Land containing shellfish 0 1 Recreational 1 Flood control 0 Fisheries L. Aesthetic f Therefore, the Barnstable Conservation Committee hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The Barnstable Conservation Committee orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control. GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. : 2. This Order does not grant any property rights or any exclusive privileges; it does not authorise any injury to private.property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act; or (b) the time for completion has been extended to a specified date more than three years, but less than five years,from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, includingbut not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the Barnstable Conservation Com-ni_ssion on the form at the end of this Order prior to commencement of the work. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bear- ing the words, "Massachusetts Department of Environmental Quality Engineering. rile lNuiiiutr - - 10. Where the Department of Environmental Quality Engineering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hear- ings before the Department. 11. Immediately following completion, the project shall be certified to be as per these conditions and plans, in writing, to the Barnstable Conservation Commission by the project engineer who shall be registered in the state of glass. 12. Upon certification by the project engineer the applicant shall forthwith request, in writing. that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 13. Prior to any work being done at the site, all legal ads:erLzing bills incurred by the petitioner in relation to the Wetlands Hearing held on this project shall be paid. 14. This Order is issued under Article XXVII of the Town of Barnstable By-Laws as well as under Mass. G.L. Ch. 131, sec. 40. The Barnstable Conservation Commission or Conservation Officer shall be notified no more than two weeks nor less than two days prior to the commencement of work, and have the authority to issue an Enforcement Order if the terms or intent of this Order are not complied with. 10. It is the applicant's responsibluty to provide all contractors v.•ith a copy of this Order and to ensure that ail , orders are informed of the conditions of this Order before they be n s°:oak at the site. 16. The work shall conform to the following plans and special conditions: PLAINS: Title Dated Signed and Stamped by: On File with: Commission Amenities Plan Feb. 24, 1987 Robert Daylor, P.E. Barnstable Conservation Rev. April 15, 1987 Special Conditions (Use additional paper if necessary) 1. The use of chorine as an algae or bacterial control agent shall be prohibited. An ozone-injection system is recommended as an alternative. 2. Approval shall be based upon receipt and approval of a revised plan indicatir_g the deletion of the pool leaching field. Any backwash or drawdown water fro.e the pool shall be dispersed overland in a well-vegetated portion of the parcel a minimum of 100' from any wetland, or shall .be removed by tank truck. 3. Approval shall be based upon receipt and approval of a landscape plan for the pool/gazebo vicinity of the parcel. 4. The limit of work for the project shall be that indicated in the approved plan. 5. All areas disturbed during construction shall be revegetated immediately following completion of work at the site. No areas shall .be left unvege- tated or unmulched for more than 60 days. r_ C�pb- � 'n T },>>p- ch­l l V, cot at =ho ..,rk limit nrior to the start of work at the site and maintained throughout construction. ...................................................................................................................................................................................... (Leave Space Plank) h Issued By Barnstable Conservation Commission Signature(s) This Order must be signed by a majority of the Conservation Commission. On this 17th day of April 19 87 before me personally appeared Elisabeth E. Clark to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his er ee act and deed. Novenber 28, 1991 t lic My commission expires. The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Department of Environmental Quality Engineering to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department within ten days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. .........................................................._..._..._.........._..._.._............................................................................................................... Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Work. To Barnstable Conservation Commission (Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER HAS BEEN RECORDED AT THE REGISTRY OF ON (DATE) If recorded land, the instrument number which identifies this transaction is If registered land, the document number which identifies this transaction is Signed Applicant 4 LOCATION= SEWAGE PERMIT NO. Jam" 3 OFF GefAr BAY 86 - 208 VILLAGE INSTALLER'S NAME&ADDRESS BUII,DER OR OWNER Q �tLVt6. s Z U i A- &55oG • � 2Gc15oN) DATE PERMIT ISSUED DATE COMPLIANCE ISSUED � i3��� �rzor�r A-To TAM t. ¢o Fj- To TIC !4' C - To 1fALViE (o p- To (s By x ` z - ZZ, ar Z C -To `p' (jdx' • 1 �. p- To .O, F30,c - To 010 OF VrkaD p° Z. - S41 - L45Fr p- To tv>t0 oP F%ZLO •. Z - 4V - 12,614r p - To fu t7 or- Flew d 1 - 4o Lter p_ p Lsu 0 o r F t t'.t� ► , 4S'. Qt644T B- id Zuo OF Ftk" Z $- i"0. 6L&0 aF FtFAb $ To txh of P1*30 g- ro apt h op p 7 Z 2�C*7" 7 ;L 1140................' Fims.............. . �OA� V&-�J THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH (\/ ( 77;o -.cr.. . ............OF....f /t2.vsir!©� L ........................................ Appliratiou for Uhipatia1 Workg Tnnitrnrtiun Frrmit Application is hereby made for a Permit to Construct (,Xj or Repair ( ) an Individual Sewage Disposal System ............�!.7..._....1 :� .. ?� ..................... ..� .....�..-----------------.....-- -•-------•-------.........----.........--- Location-Address or Lot No. Shy_. ,—Sl 9 h ��! �� �... 116k1k..l�/anel--- �wner Address Installer Address UType of Building Size Lot.....&� 4C.... Dwelling—No. of Bedrooms_.TJh.(«.C3.).................Expansion Attic fN'o) Garbage Grinder (Vp) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ______________________ Design Flow...................................4: .5_gallons per person per day. Total daily flow....._......._......__........�33 ..gallons. Septic Talc—Liquid capacity.!sOo.gallons Length.L.---1a.... Width--&__.__!_- Diameter______ _____ Depth. . W x Disposal ��No._.!.............. Width....l;�7'........ Total Length....''...... Total leaching area----2;;oO....sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (A) Dosing tank aPercolation Test Results Performed � ►� �----------- Date..� � �.1` �... W Test Pit No. 1...._2........minutes per inch Depth of Test Pit..... Depth to ground water.._7Z............... Test Pit No. 2.....2 _.._._minutes per inch Depth of Test Pit---�1_4........... Depth to ground water---_7_4 4 C4 OF O Description of Soil---?P.-t� '`f - .�5... ... �!_.. q�� / 11u0�„�..�SNrt&�--------------------� ' p y.... .... �.. �c .. V :TP.'` 2..J_. 1. ��j"J................�`' }...2 r�_ Flo" vrn....5 gip/. r � y!i ..._STEP BEN yN = �1 lr —��INEE ER f(i`�`MUSa � �,rl �tvJLsr�cv ��'. s rl�'9o �1 U Nature of Repairs or Alterations—Answer when applicable e_i!_,A 1DN_.AND C._ f ` ? No,30216 p y _rra� .was ------ ' mow, �s� a�a� ----------------- Agreement: ' ` '° The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in � _-Wn the provisions of TITi!Z- 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 t and health. 3-/9'e'� h� %! � � Signed �z / ., ,� Dat� Application Approved By...............rowi:�greasons: ...-J��.. h f .} -.......................•..... D Application Disapproved for the fo -------------------------------------------------------•----------------------------------------------........_ .......................••-------•------•--•----•••-•-•------------•-•-•••........._......--•••----------•'---••----------•-------•--------•---•---•-------------•---------•---------- ------........ Date PermitNo......................................................... Issued-....................................................... Date No......................... Fm3.............................. THE COMMONWEALTH OF MASSACHUSETTS f. BOARD OF HEALTH H e ?O..W.At2...................OF..... �4 aN:.• c G, i ApplirFatinn for Bhipasal Works Ton.itrnrtiun Famit Application is hereby made for a Permit to Construct (A) or Repair ( ) an Individual Sewage Disposal System at: ................_......---...................................................................... ...4 Q-7-:--3-..--------------•------ •--------••----------..•...---•--......--- Location-Address or Lot No. ------------------------------------- _.. ner Address 14 Installer Address UType of Building ' Size Lot.___..JiIo-A_...gTimfeL Dwelling—No. of Bedrooms.... ...............Expansion Attic (�) Garbage Grinder (4&) aOther—Type of Building ............................ No. of persons............................ Showers '( ) — Cafeteria ( ) QOther fixtures ------------------------------------.............................. •-•------•----.._......._......--•••-----•------------....--•--•-•-•...........---- WDesign Flow...................................5".S.gallons per person per day. Total daily flow...............................33 .gallons. WSeptic Tat1k—Liquid capacity_A16QOgallons Length__10n&�. Width...4.`4 _4!- Diameter-- ---- Depth_A__./!... x Disposal ] No. .....I.............. Width....le........ Total Length_-__-'!P�1..... Total leaching area.....APP--_sq..ft. Seepage Pit No..................... Diameter.................... Depth below inlet..................... Total leaching area..................sq. ft. Z, Other Distribution box (X) Dosing tank ( ) a Percolation Test Results Performed .......... Date...�_�___4�_�• .,�9�'�.- ,.a Test Pit No. 1.....:2........minutes per inch Depth of Test Pit-----�_j__....... Depth to ground water----774 ri Test Pit No. 2.....2—------minutes per inch Depth of Test Pit----lr!.._.... Depth to ground water... t .t11•I�q ..-••--•------•--------•--•••••-----••--------------•-----••-•-•---------........-•-•--•.._...-••.....•-••--------•----•.......-----• Ssq� D Description of Soil...7l?'�.�-y-...l�"Z*�_yr.aL_�a.�._J...G���=--�*Q.��--��t!N2.FS9tlp---------------- -- � _.STEPHEN �N N q tr , Z ALLYN W ---••--•----------------------- O._�_.j..-C�=L�9! �'� s+r .haw . v wrLsoty y x ----•------------------------------------------------------------------------------------------------------------------------------------------•--•••......----•-••----•--•• A a�:aoz�s�p U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------- ..................................................... --------------------------•-----••------....-•-•-----•-•-••--•............-- `ss!©NAt�ty Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System i cc ance- the provisions of ITT I,l 5 of the State Sanitary Code— The undersigned fixrti:er agrees not to place the system i operation until a Certificate of Compliance has been issued by t and ofhealth. 3 -04 eGr:�C Signed. •---•----•--------------------------------•...----- •------------------- A� Date Application Approved B ---•--------------------- PP PP Y .I 1 �*�� �'� Dat Application Disapproved for the f of-wing reasons:-------•---------------•----•--•-----•------------------------•------------•------••......................... .................•....................................................................................................................................................................................... Date PermitNo.................................... ................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtifiratle of TuntpliFanrr THIS IS TO CMTIF That the Individual Sewage Disposal System constructed (Y�} or Repaired ( ) b ...................................................•--...�. ?. ... ......... .........................................................I........................................................ Installer at.........................................................•-•-------------•--•-•---••-••---••----•.--•- has been installed in accordance with the provisions of r" " y j of The State Sanitary Code as described in the application for Disposai Works Construction Permit No----------------------------------------- dated................................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 1 0 DATE.................. --($. .................................... Inspector......................... .................................................... �f fi( ?A t'`lr. B THE COMMONWEALTH OF MASSACHUSETTS zv v 1 't r :1 t�tc ry�'�'1 BOARD OF HEALTH t66r4o-t`saA 11�lfr�{� !�j ylJ y 1 i j{-ti fj � FEE......... s........... Raposa1 Morka Tnntrudinn Prrutit Permission is hereby granted------�-_ ......-L =) ------•-•-----------------••---••---••-------.......-----------•......--..............._.... to Construct (X or Repair ( ) an Individual Sewage Disposal System at No /.. `' ire c� ....�....-1•-----._l_ t �..__.;'. s�. `=- f i`` .._.. r_�1.r_�_,.p. _.1�-t street I as shown on the application for Disposal Works Construction Permit No----�'S'.��?`� Dated---------_' _4.1.E ............. ...........................•• d`~-' --•X-0.... --- —"'_rrA Board of Health DATE-------- 1----•-••--- ::z. C '--7 1V FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS A . M . WIY. SONr, ASSOCIATES ' January 20, 1987 Mr. John Kelley, Agent Barnstable Board of Health Town Hall/Main Street Hyannis, MA 02601 1._ Re: P86-208 J� Lot 3, Great Bay Road, Osterville, MA (Our File 2. 0122. 0) Dear Mr. Kelley: This will confirm our brief conversation of January 23, 1987 relative to the above captioned project and the life of the variance issued therefore. The variance for the project has an effective life of one year and would therefore expire February 1, 1987. The permit has, however, been activated and construction has begun. Work_ completed includes excavation of unsuitable soils and installation of the distribution box. We expect other components of the system to be installed before the end of January, dependent upon weather conditions. It will not, however, be possible to pour the cutoff walls before February 1, 1987. Based on our discussion, it is my understanding that it is not necessary to request an extension of the variance; that the one year time period is really for activation rather than completion of work. It is in any event our intention to complete construction of the system and required retaining walls in an expeditious manner as soon as the weather allows . Should you have any questions about the progress of the project, please do not hesitate to contact either myself or the supervising engineer, Peter Sullivan, Thank you again for your assistance. Yours , A. M. Wilson, Associates, Inc. Arlene M. . ilson President' cc: Peter Sullivan Silvia and Silvia 3AMW9/mg 9 1 1 MAIN STREET , O S T E R V I L L E , MASSACHUSETTS 0 2 6 5 5 6 1 7.4 2 8 -1 4 5 0 __ 1 BAXTER & NYE, INC. Registered Land Surveyors and Civil Engineers 7 Parker Road/Osterville, Massachusetts 02655/Tel. (617)428-9131 WILLIAM C.NYE,R.L.S.-President RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering March 12 , 1987 Town of Barnstable Board of Health P .O. Box 534 Hyannis, MA 02601 RE: Lot 3 - Great Bay Road Little Island Gentlemen.: Per the terms of the permit for the above referenced project, I have provided the on site supervision for the system. The system has been installed in strict conformance with the approved plans with respect to components , grade and location. At this time, the retaining wall and the final grading has not been completed. I will certify this work once it is completed. I trust that this meets your present needs . -very tru ly yours, Peter Sullivan, P .E . Baxter & Nye, Inc . PS/fmj Cc: Siliva and Silvia ,, N OF ra"V PETr R ,;` SULLiV.A No. 29733 9 t". MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS I Health Master Detail Page 1 of 1 Logged In As: TOWN\miorandd Health Plaster Detail Thursday, February 23 2012 Application Center Parcel Lookup Selection Items Parcel Septic Perc Well Fuel Tank Parcel: 072-032-003 Location: 128 GREAT BAY ROAD, OSTERVILLE Owner: FERGUSON, ROBERT L TR Business name: Business phone: Rental property: G Deed restricted: r Plumber of bedrooms Contaminant released: r Fuel storage tank permit: r� Save Parcel Changes Returnto Lookup Parcel Info Parcel ID: 072-0327003 Developer lot:LOT 3 Location: 128 GREAT BAY ROAD Primary frontage:70 Secondary road: Secondary frontage: Village:OSTERVILLE Fire district:C-O-MM Town sewer exists at this address:No Road index:0625 072032003_1 ` Asbuilt Septic Scan: Interactive map hx 072032003_2 �: AP (Aquifer Protection Overlay Town zone of contribution:District) State zone of contribution:OUT Owner Info Owner: FERGUSON, ROBERT L TR Co-Owner:ROBERT L FERGUSON FAMILY TRUST Streetl: 128 GREAT BAY ROAD Street2: City:OSTERVILLE State:MA-Zip: 02655 Country: Deed date:09/14/2007 Deed reference:22336/308 ' Land Info Acres: 1.24 Use: Single Fam MDL701 Zoning:RF-1 Neighborhood: 0121 Topography:Level Road: Utilities:Public Water,Septic Location:Excel View,Waterfront Construction Info Building No ear Bull Gross Area Living AreaBedrooms. Bathrooms 1 1987 12313 5940 14 Bedroom 3 Full + 2H Buildings value:A561,600.00 Extra features: tt93,400.00 Land value: M2,144,800.00 Oj47)3 .. r http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=072032003 2/23/2012 :j AsBuilt Page 1 of 1 xLOCATION 6 n SEWAGE PERMIT NO. ipT 3 pFF (kog 6AY P-0 86 — 208 VILLAGE U I SLA s4O , pY5,17ae l—LA zp oD5 , INSTALLER'S NAME&ADDRESS J. 1�06 T 5• Cue. Cm. I"C-. �S c r cSo Q BUILDER OR OWNER 9tuyik s A:550 c- • �1 2GUSatis) DATE PERMIT ISSUED DATE COMPLIANCE ISSUED • V�W� fo.� 4 it A-To T4u 9- 4z - To T&4c 14l� a C - To V^LV£ - (o c To �P, gox °Z- 19 p- To "ff Bok ' 2 , ZZ, r2 �. C-To 'O' Oox '. I - 7o` f N To '1/ fjpt t b (3 To eu0 of Pkl= "Z. - 541 _ "'rFr p- To �xd or' F11F1. •. Z - 48` - Rlc%r �O a P Piet p d 1 4 0= 1. �' p_Tu . p- fo eu or FiEtA �`� - 4S- 2c6c+7 B- Tv Luo of Flap 7- ' 5S- L6rr �- To puq a F F+" g- ,Tn Oan oV RctOo t.- 6 LW B- ro e),th " � - 7z Picwr http://issgl2/intranet/propdatalprebuilt.aspx?mappar=072032003&seq=1 2/23/2012 AsBuilt Page 1 of 1 x LOCATION 1� SEWAGE PERMIT NO. LJDT 3 OFF C- eCAT 6AY P-0 86 Zoe VILLAGE uamk (SL-U40 t cy$Tee l-AA-Z9310D5 INSTALLER'S NAME&ADDRESS �. 1266twt B• Oue. Co. l a� It, ER OR OWNER ait VI&�s StLV1 A— &.550 C- (Fe-CCrUSom Ccu Tw-t11 LLe- 5. DATE PERMIT ISSUED DATE COMPLIANCE ISSUED vv- A-To T•4+t ¢o a g- To u&m t4` C - To vALv4. (o C - ro `P' y D- To ff fox • Z - Z2 �2 C -To '0' l3Cx • p- To Or fjp,c_ 1 _ V t,- To IFUD OFFkOJD. pZ - 54' - T p- TO tsTct) OF F%%W A. Z - .49` - agcKT p- To HMO Or- To Lsu to. of F=40 ) ' 1 - 4S- at6�T B- iv cut) of FLI" 't 2 5T- tBFT �r �- TO 4:p4 s) of I��c n " t— 7 z ¢cCR�- http://issgl2/intranet/propdata/prebuilt.aspx?mappar=072032003&seq=2 2/23/2012 t ##ANTONE�`L�`LIF-t2 ?- R • � !� a ,OSTERVILL BAVgROAO � �. d (:... ... C.. .. i �_—_--_—_� ♦\\ r GENERAL NOTES:' ------------- ' ' ` \♦ ' / \` \ -----J i r--� r—LL•, I 1 r--� r L_ `__________—� I , I I I I I I I I I LJ LJ I I LJ LJ L_______ I I I I - I I I y I I - I I _ I •I I _ i r � - I ". - 'I I I 1 r— 'I t r--� r---I r� —� •r-I--, r—I r— —,. r--'I ------- ------- — --J I I I Al , I r —___—_ - ' _4 I . I — — — I I I... • r. ------- _ IIL_ L_ J L__J 1 r______ _______ _____ ________ I � _ L—--- ----- L— — I. I I' I - I • - L I I r � y i -------� 4 I - I _L-I_� I 1. I I � _ I I L_—_J I I 1 I L.________________________-I i I I .. 1 I I �------------------------------ ------------- � I j I I I r � I I I I I I L J L J _ ------------------------ NICHOLAEFF ARCHITECTURE+DESIGN • r - n � � �a. « .. •. -' " OciemXo,MA 02655 W5088,4200 5298 40 lal Is • 4 - F.CALE:AS NOTED �� • • ♦ � - ' -. / �� a/ � IVY_ .- #1 TITLE- • °. � EXISTING FOUNDATIOCD N a e EX s 1 _0 EXISTING FOUNDATION PLAN SCALE V4•.1'-0' 1 ANTONE AR.. 1- e., I RESIDEN.GE�� .�" k.128 GREAT BAY:ROAD .� ♦ OSTERVILLE MA GENERAL NOTES: v ' ' ' `l� eaevu•Aar ------------- - I ............... >... ...mom,.. '--r--' --- --- '------T-- —;--------'— ------- 1 I • s 6HWR R •G1A9CT � • I HALLWAY • _ - _ , .. ' r • ,. .li I � c�oaer W I I a.o�r i 1_______�________� oon T ' .. .. .. - u_oaer errrnr 6 ro�i'vcY - roreR C , A CH OLAEFF A . coYmea RCHITECTUTECTURE DESIGN I orrnr •- � .. e91 Mom sloot • , I . _ - • - OctaMI MA 03655 - r T 505 4205298 ' ° .• - • • w r c'k - n�084202240 i FD I �• . • i n to • .. - � , a- - ., .. ISSUED FOR PERMR ' .. n . ^ ' « • • • , , • PROJECT . r ` ♦ e } n ; SCALE:AS NOTED i • - ; - • e - . ` . , . ., DATE:MAY 1.2017 . w I IXISTING FIRST FLOOR+ . 3 381 S F':HEATED/823 S F GARAGE C .:# _ • r _ - EX1 : 1 EXISTING FIRST FLOOR PLAN SCA E:t a-T 0 1 - rf ANTONELLI; . r.. _ I '128GREAT BAV'ROACI.6', ':}•f J,i/• GENERAL NOTES: ' B%T9ltIOR ceca I � enT>:woR csu - II mnena«.w..w aATRROOIi 'I � TIRlOO11 ^• 1 en. I e..,o..•«m i GEOftOOM I i 0 , • I � i DIDROOM I � _ • ,_ ------------ ' - • III I THRODDI � • I i • I .. Y � I BKYI.GM�81fri1.Hf� I S . ♦ ATTIC asAIWM - I I i STAkt aATHR .•.� 13 CIgaCT I --_____ — . xx I- . r I HALLWAY ,• . i - .wrnr�c �_arYL.rya,i lai � Dn cn "rtl I aintcNrl arrLrarr, - cun i I r �ae�r 4 i � a • • - . I - NICHOLAEFFn w ARCHITECTURE+DESIGN Oc50B 420 MA 02655 f�p08 a2023 O - - � ISSUED FOR PERMfT • PROJECT NUMBER:SCHW - • n DRAWN BY:ON,AH • • SCALE:AS NOTED k BATE:MAY 1,2117 i TITLEr'`.• . IXISTiNG N : SECOD'FLOOR EX1 . 2 f 2 707 HEAT 3 w",,••. EXISTING SECOND FLOOR PLAN SCALE:1A'-1'_D• 1 y. } 0 � ?ANTONELLI� - `� _< 1 RESIDENQE.;»A. r;} 128'GREAT 8AV ROAD i 4{•l .. • i1 OSTERVILLE MA' 1 9 2 ,T i• r VV� 1 e4)/• a-ry' �-IYi aeYe s•d/e' sY• aeY' vaY' e1i' nw ry �• 14Y' %Y:• �' p y • ` ,� ® I GENERAL NOTES: It nul I 0 ' ------------- - ---------------- I s ' CI- III ,ti I I I as av na L- I - - r MAe Esl I. - g 1 ------ I I� I; lWTER b1TH I • _ F------ - r -a eun>nsrn ny' >� ------' -- -- -—4- - o xf1D. ,a ! - --------Ilk 1 �® aeY! sa e3i' %�' >:�' a•xne re)/•a/ rnY' 'I mm m®== wv. ' � 1 L------ y 3e 'NA OOM . - I• IRMR wxoaT I a L i 2 I O 4 O • Ll O ) O NICHOLAEFF . zyy ad/! ' - +D`oYe a3 a• goy -__;__ __ !- tl`0%4' .. tro 7ro ARCHITECTURE+DESIGN t _ eln svoel . KT-7y' fa.6• b•C ro'a. era 2io 9z•szD�a sss F SOB 20 naD • .,. - - ISSUED FOR PERMR -. FR -' OJECT NUMBER:SCHW • • • • • ._ ORAWN BY:DN,AH ' • • t t. ; • - i , r - SCALE:AS NOTED DATE:MAY 1.2017 .INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES - INCHES.O.C.T.CO F,RMACNAL ROUCH OPENWO SIZES REOUIREO —THEINTEROR 000R FABRICHTOR.INTERIOR AND EXIERKM DOORS _ - ' W HEAD CASINGS TO ALIGN UNLESS NOTED OTHERWISE z�MENSIDNSARETAXEN OFADEOFROUCH—FRAMING. FIRST FLOOR DOOR SCHEDULE CENTER-UNE OF DOOR OR WINDOW,OR CONTROL POINT UNE,UNLESS . DOOR - ("DI°ATE°OTHERWISE. ' FIRST FLOOR.WINDOW SCHEDULE - 4 3.ALL EXTERIOR WALLS SHALL BE 2%8 SPRUCE-RIDE-FIR n OR BETTER • $�E FLEE sTuos nA ls-o.c.,uNLEss NOTED OTHERvnsE -. v - DOOR ROOM SWPiG D&ECT1Ol1 RATING NOTES . .ALL INTERIOR PARTTIONS SHALL BE 2XakXe SPRUCE-RIDE-FIR/2 OR ° MARK SIB TYPE.FRAME MATERIAL NOTES WC) -T ETT BER Q 16.O.C..FULLYSIAATE IND W/V'UNFAGED FIBERGLASS SOUND WIDTH FEK T __ _ INSULATION I +•' ) NI eVb•—)/n• - _ MpER.YJI KaMb wrxr noe ParBlt ze ve•r-x vz ra - AroBR�n rnea GENERAL NOTES ' _Ia««7 _ A�gM6 FIX® Foa :' ` E T ssT T - -_ 8%LlTTIG COHBTRLCTOH - - 6 _ _ ,VOHlnifl LST 105A LYeCR 2'-0• TaJ _ • ) x4I e•♦4I)m �GRtb Tar® cw ALI-eeAsgl n+r r-Io• L FT rLvulm Gu. Pael. e TII b/b• Tm �cA Aaee a/r IJ9+T ex FRED DDaa - . DCId-fT101/ p TM b/b'_:147 AlOFJteE11 glwb FlltEO 10eD N r n4 IWMMALL TBRpR ROLOTIG DOQt - Aoee bn a n LF}T - Q DDOR r�mlvaTT:LCRDn •' a rtl b•t-H)e' _ _ �C%Vb f 1/r — wi.I6Oe0 RTHiC]R OOCQ TITLE-tea - "� tl %' 6V MM HAIEL NNM biA UG Si' — . .-. fro .r-R Tm - - AfoeteDl.cb LEFT r - PROPOSED FIRST FLOOR PLAN PLAN _. LEGEND NB - - ' fpe l4TnS emRn rO Va TR Vr w - Daa 331�1SF.;HEATED/823'11 GARAGE a w - - b _ IW nwR7T,, vz to - EttTErz DDOR _r,. ``.•. :,.:.+. F :f B HARD-W1RE0 PHOTOELECTRIC COMBINATION ILAX Tm _ _ N, •TIN r0 _ eTATED - - aarcn sMOXE,DD2 DETECTDR wrm BATTERY BncXDP IIORTR n we•i-3 tl/b• _ _ CLOTW ac1:ReER 1t! m LEFT - - + Q _ - - -HARo-wuEo wroroLLECTRIc suoXE DEIEcroR .'•' ' by BATTERY BACKUP Ip b'N tl/b' - - G19TOX AIb4F�131 TRInSON 1fE HALL r0' — . HARD WIRE°WALL MOUNT CARBON MONOXIDE ail f N 9/b' - - RlJf?e011°FRER 1TOA DMb V9 V2 114 — AIWLIFJI E; Od 61 fe L �/� �AIDOLYa1 KlM6 H1�T NWt]FSt rtMOLQI FO{ED ExTERI]R - DE ECTOR O HARDBAA RY BA—MPERATURE HEATOETECTOR • - - Hp, ALL DATTERT BACKUP a r-B b•T-3 /b• - - ra� FRm TRA(4.SOM Q0G ol�q ao' T4I vz RA - % ■ ALL OEMCEB TO BE WIRED INTOINIEGRATED - 6n T•F1 / )/tl - - •CR MIY -- AKRRIFSI�F1eISIDOe Fllta EItTERCQ BUIlO1N0 ALAfVN SYSTEM � � /b' _ -- 0.uTQ1 QOG D!■? '� ]`H 1/3' � 6) b/b'641)/r - - NOERSEII Nb HTC2 Ruff 121A T TIC' — DOOR - FIRE PROTECTION PROPOSED FIRST FLOOR PLAN SCALE 19'-1'-O• 1 ANTONEL_LI '� s -• RESIDENCE `~� - Ni2B�GREAT&4Y�ROAD t r 'y - OSTERVILLE.MA'•'s ' '* !w !`v sw a-f !Le• >'-+'/6• wig.( sc�' t, "# e sti GENERAL NOTES: oecK Rnvw PROFtD WITH ' . Lc coFleR IT1.elFrlo urn �!' - alev Ixmona eeroro '` rcw con rc - - WeIJ!etG MALL ,,'``,,, ' A>TJL ALL CN MATCH !Kf W NNlOOAtiY OEGK ILA„Ke OVDR " PR 1JITl1 I.T. TRr OVBR JOBO' ~ye• �, �' , i '-O eX �n9!!9 PVC R OVeR t . - • ,.�w1I vLnu��as oven u�o a�e• W WAIJ_ OCLK J bT8 R TO�'TT IRCJt + ' i_ _______________________ > ----------------------------' —_ -�'' - - . - _-- I r 96 101 9! 92 - M�.,,w e I I - - •"'�' .roc emR„n i® I - :. ! uEGA I - ATTC OIACe lmTM _3 as n;r--:t "------------ I - .. . —- 0 N------------ I - - ---------------- --- - I h ®! I _____J__ 'Ki' 'Q-93'e ♦:2 _...� cdye• I !Y• r-ry Y' a ao®icw _______ a `` ------- ----------- I L------------ I - � a - . - u - I OPQI T BGLOw j� �: ® 26 2T '� i • ,I , n O Q Q NICHOLAEFF ARCHITECTURE+DESIGN !w• 'na 9J' !v ILO' z-x �• r^Yx'. T'-eYz' �• -2w Po 5 r-o' ra °'-e%' 'xV>/e' /e' _ �' 9-r a-r !�i' - - e91 mm see ' sw' eLs!6' 9T eLa ea a`iv 6`O' o=5081 mAD2ess C BDBf266298 - F SOB f202260 -m6— • - • • ,, • + \ ISSUED FOR PERMIT �^ SECOND FLOOR WINDOW SCHEDULE r— . MARK 5� TYPE FRAME MATERI4L - 110TFS. PROJECTNUMBER BDHWAtcoalm FIXED _ - ,,,////// WIDTH HEIGHT . b xLH Nb'N 4/b' - - AM A!E„•GtY,416 R]tEO _ • - x 8/6' b/b• - - /V013tSE11eQ FLIFD DRAWN BY:ON,AM - ' - . l4zSCALE:A9 NOTED - . - 4 ' - x bry IV ab• _ - s+ae+eEn KIwM!IR>E➢ - ^ DATE NwY 1,2017 .MTEES POORD ONFIRMNS6HOWN ARE NOMWAL DOOR LEAFSEE9 . _ - WIN INCHES.O.C.'RI CONFIRM FAERTUALROUGERIOR AND SIZ 1011 DOOR ^ • - , - WITH THEINIEWOR DOOR FABRICATOR.INTEPIOR AND EXiERK)R DOOR6 - - - a Ye WINDOW HEAD CASINGSTO ALIGN UNLESS NOTED OTHERWI9E n wva 1ti!/e' - - AIOEFLIE]Y k`ilQ6 FR® - ]! 441 f 6L)Wb• elJ�lflC6 FC�9 Oiww GE-ES TD FA W.O R OITROLlO INTLING, Vf f06/e' - - OORlSA lVGT11 CORRQCT® CDICATE O-EROOR OR WWDOW,OR COrvTROL POINTUNE,UNLESS + b LO INDICATED OTHERWISE. • - _ t !1 VY 40 V]' /1WtLE11 KA1 fAEO LL EXTERIOR WALLS SHALL BE 2XB SPRUCE-FINE-FIR 12 OR 8 TER - • >i ZHD e' ILO VS - - AIOQ.Ei1 C HRY R)Gtli °6R10Sa18-O.C.,UNLESS NOTED OTHERWISE - - - - L S•O VY AtLF]lSBI K I HIC£L8-T 1. 1 ALL INTERIOR PARTITIONS SHALL D 2XA/2XB SPRUCE-PINE-FIR S S08 O BETTER®16'O.C.,FULLY INSULATED W/3y.'UNFACEp FIBERGLASS SOUND - ' ' ' • ]e Ye' !'-1 O/b' - - AlCBtlOI fL1J06 HIK2 IIXM INSUTATON MM m WC�lT eGlwb HKL' GENERAL NOTES '° y" _ _ EK19T,YG „9TRIX[Tq„ " - • , SECOND FLOOR DOOR SCHEDULE _ • 000R -w--TRLCTKNI - WD HGT FIRE J`TITLE DOOR R ROOM SWING DIRECTION RATING NOTES r xwe ua ro' elv Lar -- PRO 91F, CON FLOOR PLAN LEGEND . _ 301A s'iT1iG ROOM eLH VY eL6 Vx wrxr — F91® 4 2 27s 8•,F HEATEo:r P e HARO-WIRED PHDTOELE—C COMBINATION LEFT bo cv 6MOKF/CO2 DEFECTOR WITH BATTERY BACKUP TM IOTA mill 6W -- VERFT AS21L NOMG -9[ y }I• y-OV V cYJF� _ au:eF+c-+-•-_..ice O IMRD-WIRED PHOTOD.EClA10 SMOKE DETECTOR •. " lfb !®ItN tx 1`e' 6W VERFY ASda_i WOpG �G WTM BATTERY BACKUP HggO WIRED WAlI M`UNTCAABON MDNDXIOE 2110 n f•d °� „A e DETECTOR L e .•. 210 Yx e`V — - f xH4- mTH e'-6' LFF> 0 HARD-WIREDFIXEOTEn•IPERATUREHEATOETECTORDUTO„B% elp ATH BATTERY BACKUP __ L---E..BE WIRED INTO INRG+TATEO - 2VG °��p 6 e'4' - _- ��A9�1-T�� A1 . 2 - -- BUILDINC3ALARMST6TEM GLO xa 1`V IttJ!> — FIRE PROTECTION PROPOSED SECOND FLOOR PLAN SCALE I/4•=1•_0• 1 ANTONELLI RESIDENCE 128 GREAT BAY ROAD OSTERVILLE,MA. 3 2 •. s'-1o5/e 's'-)% s•-115/e z� rb• 2O•a 2Y-os/i !v' J•-B. 5•�. 6-1 3- GENERAL I GENERAL NOTES: NEW P PT F. A=EK WALL CAP TO MATCH "\ ' Dew RAIunG PROP—Wl. LC COPPER FLA.—CAP AT GAB E END WALLG BErOnD A=EK ALL CAP MATCH 1A4 Ioe C. DECKKnPLANK9 OVER % 1'-2YB 2'-1fy= T-11y' °C CO PIER PLA PIG CAP ITPVC M FU PING, OVEROVERARN—SHED PLTW .OVER—C,ME WALL DECK TO�'/FT PITCH. A'Yl0 n i - woew.n ______________ . =EATER R.DECK _� 9y' q_q• a° ""'""d' r OPEn TO BELOW DECK— . —__ -- q WCL 4-: 4 95 101. 39 32 31 U ______________________v r I I �I um cermu � � ?� ' ti 4 pm oe. - � :p pj c ©• Iam oe..o., � � � � rl..n I - C$ �3 E r2• Y-11 2 i - I I If SR ROOM a1,ma P 'P © �An ,F w 0_ •tP oc BEDR�M f3 I BOy2 2Y3 � H 4 - � .eo e11n,..,,. O'C \ e 3 vA 5 3 ®a IAVF51 FED A ATTq sPAce sD�c.o. u®�' _ '� � YD z OLD ------------------------ _ ! 1-4 .O---- Y' Ye Dn 3 a• J - s�zs/' , x-s •m SD C.O. L_____________ ,HA- '• ( CC�. ____ __ ON © Dn ______ C© ALL ..v„. IR i� a4 1oAR ¢b ?".' 99 O cwv.000 r ..ml flew ui�. F Q ---------- H CCwLOO OPEN T BEL11.1 =r _ � +uiv , �_____ _ ____ ___ 41 w.� 2 - 16 O 10 19 (IOJ n NICHOLAEFF Sy rby TbY 5y 3•-5% 3 •rr% •2�4% sy Sy ARCHITECTURE+DESIGN v 3a Y-3• Y-3• 891 Man Sneal - -,� T-0y 31 0'-1T Oa—..MA02655 - T 50B 428 529E F 5084202240 . - nicNdeeN.com I SECOND FLOOR WINDOW SCHEDULE ssued Foa PeRnnlT MARK SIZE TYPE FRAME MATERIAL MOTES WIDTH THEIGHT PROJECT NUMBER:scFlw 1- E 1'-5' 4V'J/16' ANDERSEN f RNS FIXED ANOERSEN—.145 R%ED T! 2'-11 15/16'1'J 13/16' ANDERSEN 4GAW145 FRED DRAWN BY:ON,AM 10 21-1115/w.1 G/16• - - 4nDERSEN fCAW145 FIXED 5 2'-i115/16'4'W U/16' _ - ANDER.11 aCAW145 ED 20 2'-11 15/16'4'J GA. ANDERSEN fCAW145 RILED SCALE:AS NOTED 31 — 111s/1,, _ - ANDS—ICR-RAED . 22 Y-i1 1s—d'M G/IB' - - ANDERSEN fCAW145 FIXED I 14 2T--4 31W ZJ 3/B' ANDERSEn fCW125 Fl%D DATE:FEBFiUARY 2>,201) - 1.INTERIOR DOOR DIMENSIONS SHOWN ARE NOMINAL DOOR LEAF SIZES ; 25 2•-4 31F Y- 3/9' - - n RSEN fCW1 LA W WCHES.0 C.ro CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED - M 2'J 3/B• 2•M 3/B• - - AND`RSEN fCW125 FIAFD 2) T-1 3/0' YM 9/B' - - AnUFK—iCW125 M— WITH THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR& - WWOOWHEADCASNGSTOALON UNLESS NOTED OTHERWISE 2B 4111/4' 51711/11Y - - ANDERSEN fAFFW505 FRED ARCHHEAD AN)ERSEn fAFW50%R%ED ARCH HEAD ,DORMER WIDTH CORRECTED 2.O MENSIONSAD TAXER TO FACE OF ROUGH STUD FRAMING, / N . �� 30 20 1/B' 40 1/2' - - AIOERSEN aC14 HRIGE LEFT CENTERi NE OF DOOR OR WINDOW.OR CONRiOL POIM LINE,UNLESS / ��,///��� 1Y^VV_J`l• W 20 1/°' 40 1/2' - AI•DERSEN K14 R%ED NOgATED OTHER WISE. v� �L/�•a•r/1.1 1L) 32 YO1/B' 4.011T - - AIOERSENaCMH%GERGNT 9.ALL EKTER OR WALLS SHALL BE 2X6 SPRUCEIINE FIR a2 OR BErtER 1 L (/,f`+ o _ 33 2-1/0' 40 1/2' - - AI'OERSEN—HINGE LEFT STUDS 9-O.C..UNLESS NOTED OTHERWISE �� TJ�' `w � X 1'-01/B' 401/Y - - At®ERSEN fC14 FLAm 0,ALL INTERIOR PARTITIONS SHALL BE 2X4ycB SPRUCE-PINE-FIR 120R _U/Y"L S\lJ 1 % 2V 3/°' 3JOU/16' - AMDERSEN KW13.5 HPIC£RIGHT BETTERQ16'O.C.,FULLY INSULATED W/a4-UNFACED FIDERGLASS SOUND LY/ TJ ate_ QJX _ - INSULATION 37 14 3/0' 3V I!/16' AnDERSEN fCWf 5 HNGE RGHT % X-1115/18• 4•-N VW ANDERSEN aCAW15 HRIGE LEFT 39 'PW J/B• 2'M 3/5• - - ANDERSEh—25 HNEE LEFT 40 YW 3/°' Y-4 3/0'GENERAL NOTES 1 3'-115/16 -- -- AnDERSEN fCWt HPK£RKdiT 4'-d 13/15• ANDERSEN fCW145 FEED SECOND FLOOR DOOR SCHEDULE I ' DOOR EXISTING consraucnon 12-1 1 DEM.—N _____ ///q Y DOOR 7t ROOM SIZE FIRE NOTES NEW consrRucnon / J�.,L� WD HGT SWING DIRECTION RAnNG c TITLE: C•/ 2031 EL-0 •a °•+,• LEH� vERFr CATOT oP M PROPOSED SECOND FLOOR PLAN LEGEND may, 2038 NIBR 1 6'b' IEFT 2,276 S.F.HEATED V C ft 6�rnG� CJ/` 204A SRRq ROOM 8111 1/B'-W 1/Y RIGHTDER EN CUSTOM FAED RKN IRIGE/FlAED HARD-WIRED PHOTOELECTRIC COMBINATION PLAIN 20 A BATI Y-Y fib' RIGHT == VERFT AS-&ILT OPFl11YG OKE,002 DETECTOR WITH BATTERY BACKUP WORTH -- DSAT ED PHOTOELECTRIC SMOKE DETECTOR • •J '_ 21. BEDRM f2 i/' •-5 1/T NA - ANDER OJS OM TE R BATTERY BACKUP 211E BEDRM f2 a'Hi' 6•b• RNA VERFY AS-&R-T OPEnnG 2118 BEDRM f2 4'-O' 6'b' RIGHT RD WIRED WALL MOUNT CARBON MONOXIDE 211D BEDRM a2 '-O' 6'b' nA - ETECTOR NA IM '-B' B'b' LEFT HARD-WIRED FIXED TEMPERATURE HEAT DETECTOR NSA BATH 2'b' B'b' RKafrT WffH BATTERY BACKUP \/ / 2flA BEDRM a3 5'H1 1/4'e'-5 1/P NA ANDERSEn CUSTOM EXTERIOR DOOR . ALL DEVICES TO BE VJIgED INTO INTEGRATED G s^ ' N)B -6WRM R3 2'b' 6'b' RKaHT == VERFl AS-9W-T OPENTIGAl Al- DINGALARM$VSTEM �{�� .. MC BEDRM R3 5'a 6'b' NA VERFY AS-BNLT OPENKKi �- 220A BAl 2'b' d•b• RK,Hi 221A BATH 2•b' 8•b• R A CLO 'a 5'b' RK.VlT FIRE PROTECTION Gol ,; PROPOSED SECOND FLOOR PLAN SCALE:1/4 1 r, ANTbNELLI RESIDENCE 128 GREAT BAY ROAD OSTERVILLE,MA 20e Tb 20101 s-6 B'J�p' q-TYB 4•iYi 1a-eY0 6'-9J/8 $YI 9'-6Y' gbY2 SY3 Y+Y J'9 SYi —Y2 L 46Y2 SYI O 49 52 GENERAL NOTES: 53 Ji ®� W ® .n_m O m••.,>a... ..m m. om. M1ryffn�f�� T w.m.m...me..-e.aA IIpp111 6 3-]Y2 1'9 - OO - m N.svcL�eooaa ___________________ _______________ 'I el T �e `„ } `• I A q p i 9 . � le v 19' ee� L e O - a 3 SD.,O6 sY' 2,-O• �-- CL 2 6REEZEWAY II O FT p - lL m' II r m I o. II I �J FA i H.D. -y 511a .1 0ri I 46IB IIJ'-25/•O 3 2-N 9 T-H)/0 J - IOYz, 3 ' S.\ � -- Va.komd -v' ; SY Tb' 3y' Y-9' .: 1M10• 3 '2'-3y' 1. 3Yi , £ i o - a - ------_ AN ME AL xrS M T t Pw[RE 4'b a Ta• I I 0 I �_____ ' - I• 12 p .worO F- ,.�' I - sf xneoo RYPaSv l w�moo DYC.O. ® L-- 14 I i NICHOLAEFF ARCHITECTURE+DESIGN i BBt Man Street 19b' 0'O "e,M288 A T E. 02895 SOB 205 -71 F 500 120 224D 8/No.�6022•�• ISSUED FOR PERMIT 47472UT 7— PROJECT NUMBER:SCHW . j ORAWN BY_ON,PN . SCALE:AS NOTED I . I DATE:FEBRUARY 27,201) `\ 1.INTERIORDOORDIMENSIONS SHOWN ARE NOMINALOOORLEAFSIME - - 7 IN INCHES,O.C.RJ CONFIRM ACTUAL ROUGH OPENING SIZES REQUIRED THE INTERIOR DOOR FABRICATOR.INTERIOR AND EXTERIOR DOOR 6 - WINDOW HEAD CASINGS TO ALIGN UNLESS NOTED O-ERWISE 2.DIMENSIONS ARE TAKEN TO FACE OF ROUGH STUD FRAMING, -I FiRST FLOOR DOOR SCHEDULE - CENTER{INE OF DOOR OR WINDOW,OR CONTROL FOINT LINE,UNLESS INDICATED OTHERWISE. OGGR FIRST FLOOR WINDOW SCHEDULE 0,ALL EJRERIOP WALLS SHALL BE 2X0 SPRUCE-PINE-FIR A2 OR BETTER SIZE FIRE sTUOSo IB•o.C.•UNLESSNOTED—ERWISE - - DOOR tt ROOM NOTES SIZE SWING DIRECTION RATING 4.ALL INTERIOR .,FU lNBHALLO /3X'USPRUCE-PINE-FIN SW MARK WIDTH HEIGHT TYPE FRAME MATERIAL NOTES WD HGT BETTEPp18'O.C.,FULLYINSUTATED W/315'UNFACED FIBERGLASS SOUND INSULATDN 1 1+ +6•4if /9• - - ANDERSEN—W.HNC£LEFT A FOYER 'b 11 T-11 1/2• NA -- dN—TON aF4M2>BO F0.EO S 1 2'i1 15/ifi15/ifi'4'-11 J/B' ANDERSEN eC%W15 NI,C£RKfR +DOB FOYER 5111+/4• Tit VY NA -- CUSTOM WOOD E%TERIOR DDOR GENERAL NOTES J Pi1,5/16'4'-11)/9• _ _ AN ANDB, K%W15 HIKE LEF IGOC FOYER 2'b 1/B' T 11 1/2' MA -_ ANDERSEN nFWH PFE FAED 9mELCi1T 4 2-11 45/16•4'-11 71W AnDEEN II RC%W15 B RI 1—I FOYER T-5 J/4• 4'-10' LEFT VER-d5-BULT.11NING DPIEns... 5 ,15P6'4'11)/B' AnOE SEN a XW15 HI,GE RIGHT 100E FOYER -5 3/1' 4'ia IGHL -- VERFf AS-BOUT OPENMG D91ENSpNS 6 T-1115/16'4-11J/B• _ _ ANDECEIR eN%W -LEFT 102A POWDER Tb• T-fa RIGHT -- 2-11 IV16•4'i1]/B' - _ AnDERSEn RC%W15 RAED 105A LASERS Yb• T-1a RIGHT -- EXISTVIG CON9TRUGTgN B 2-1115/,6'4-11)/0' - - A—SEN KAW15 H11C£-11 105A0S. ALL SEASON -4 3' Tia LEFT -- Y151JW—EXTERIOR PANEL DOOR 9 H115/16•4'-11]/B' - ANDERSEn ftCAW15 MRIC£LEFT 10fi0 dLL SEASON 9V 3/0' 8'1 VP LEFT -- NANdWALL EATERpR FIRED DOOR DEMOLRIOH 10 T-1115/16'111 J/B• - GNDEZ——W15 FLIED 1— ALL SEASOn 3'J J/B' Bit VP RKi]T -- ndnAWALL EATERgR FOLDNG DOOR 11 24f Ib/16'4'i,>/B' - ANDERSEN eC%W15 NNGE RIGHT fO6D Al.l.SEPSON 311 /• 5111/Y LEFI -- nANAWALL EATER --N DOOR 12 r-11 4/I6'4'i1]/B' - ANDERSEN R XW15 HNGE RIGHT 106E ALL SEASON t5'b J/16' BN 1/Y LEFT -- I,nndWALL EATERgR FOI.DNG DOOR TITLE. NEW CONS—TION 13 9b' S-- _ - NANA—4fANEL WNDOW 10H, LNMG 5'-111/4.W-10 3/B' NA ANDERSEN RF.JH6000 BITER=DOOR 14 Y-0 1/B' 4'ii]/B' _ = AnOERSEN YC16 H21GE LEFT ,05e CLO. Tb' T-10' RICdR -- PROPOSED FIRST FLOOR PLAN 4z w ve• T-5+9/%' ANDERSEN sFWT2)%FVtED TRANSOM 1+oA MASTER OEDRM Yi1 v4• ri,+/r nA AnOERsen RHWrb000 EATERgR DOOR 3,311 S.F.HEATEDB23 S.F.GARAGE LEGEND N 6'-111/1' Tb 19/16' A DERSEN OFW-3bOM R FD RANSOM qB MdS ER BEG"3.O VB• Tit VP NA dNDERSEN rtWMJ F ED E%ERgR An a+ r-61/e• ns 1ve•— - ANOERSEn sFwrnn FUEo TRAM -- Mo. B 45 2'-n 15/1V 11 7 /6. NDER9Fl1 RCAW15 4dYC£LEFT 110C MASTER BEDRM 5'i11/w Tit V2' NA AI®ERSEn•FWHGOBO E%TEROR OR HARD-W WED PHOTOELECTRq COMBINATON 46 2�11 IS/16•5•-11)/B)/B• pHDERBEn aC%W16 HMGE RKaHT 1fOD MASTER BEDRM Y-0' Tia RICd? CUSTOM BTAMED NAHOCaAnY DOOR SD/CO. SMOKE 02 OEf£CTOR WITH BATTERY BACKUP NORTH 4) T-913/16• C TON ANDERMN FIXED TRANSOM 113o MASTER BATH 2`fi' T-a RICdR O HARD WIRED PHOTOELECTRIC SMOKE DETECTOR _ 1 �115�16,-11NM, _ _ ANTOM EN aCAW,6 HMGE RIGHT +UB MASTER AIN b' T-10' LE - BD. WITH BATTERY BACKUP CUSTOM ANOERSEN PXED TRANSOM 1iBB HALL J'O' '0. RIGHT - 50 5'i1 1/4' Tq I3/$' 4NDERSEn aFWi_2bON0 FOtED TRANSOM 1Z04 DMPKa 5'-111/Y 7i11/Y NA 4NDERSEn vFWHfiOBp EXTERIOR DOOR HARD W WED WALL MOUNT CARBON MONOXIDE 51 2�1115/16' SM)/B' - _ dnDERSEn QCAW,6 HI,C£RIGHT 120B DM91G 5'-111/4' Ti11/Y NA -- nNDERSEn tlFWH60B0 EXTEROR DOOR C.O. DETECTOR 53 2'i,15/1615/16'i919/16' - - CUSTOM ANOEI—--TRANSOM u« DINS 9.O' Ti1 V2' NA __ dNDER9EN aFl�lll]10p5 FAED EATB R 0 HARO-WWEDFIXEOTEMPERATUREHE-EETECTOR e�Wq 24115/16'T-91U 1fi' - _ AnDER9EnaC SHNGE RIGHT - DOOR H.D. WITH BATTERY BACKUP _ _ CUSTOM PNDERSEN HIED TRANSOM 1 OD L911YC 5'i11/Y Ti++/Y MA A,,MRS N vFW PO E%NE DOOR Al . ALL DEAI ERYO BE WIRED INTO INTEGRATED 55 2'i115/16' Y-11 I/B' _ _ ANDERSEN ItCAW16 HHGE RIGHT nNDERSEN RFWH]i005 FLIED E%TERgR BUILDING ALARM SYSTEM _ _ CUSTOM AIIOERSEM P%ED TRANSOM DGE DINING 9`O' Tit VY I1A. _- 56 i'-1115/+6'1'-91J/16' -- DOOR 5) 1115/16' S'i1)/B' NDERSEH aC%W16 HUGE RIGHT 121A LALIIDRT 2'-B' T-10' RIGHT POCY.ET DOOR 1 CUSTOM ANDS SEN R%ED TRANSOM 121A MAROON SO V9' Tit 1/7 RIGHT -- UlST d CH-Vff<D AT. DOOR FIRE PROTECTION PROPOSED FIRST FLOOR PLAN SCALE:III-T-17 1 F BAXTER NYE M 1ilE 1'yi( 1�1 ENGINEERING & Wind � � � � ,°. 1 FLOAT D.E.P. Fite #SE 3-� - ; te4w SURVEYING y 0 ` ' ' Q ORDER OF CONDITIONS EXPIRES: 11sabella 3 _. • i Registered Professional Engineers CONSERVATION NOTES: m; and Land Surveyors .: � ,. 1. GENERAL N TES: Da STING Dock PROPOSED KAYAK - SE3-1345 78 North Street - 3rd Floor ST!)RAGE RACKS (2 DWIV LICENSE EPARTMENT ) PERMff 25-85 774N 1.) THE INTENT OF THIS PLANS 1D DETAIL EXISTING SiTE (ONDI110NS AT LOCUS Hyannis, Massachusetts 02601 ' :•-��� ti - NOOD--R- _ LOCUS AREA IS COMPRISED OF: . � fir,. " - - T s� d . IN 2. D(ISTiNG HOUSE M� LANDSCAPING. 2.) ASSESSOR'S MAP 072 , � Phone (508) 771 7502 "'""'"" SE 3-1330 PARCEL 032-003 � - f , A w P aPos�n >Aal"BOARn - SE 3-1607 PLAN BOOK 366 PAGE 72 Fax - (508) 771-7622 www.boxter n .com PLAN BOOK 421, PAGE 44 - LOT 37B (NOTE LOCUS S 32-3 AS SHOWN ON THIS PLAN) yB •� SE 3-5405 - BIIFfER ZONE RESTORATION REGISTRY OF DEEDS BOOK 26434 PAGE 44 3. NO WORK IS TO BE DONE UNTIL FORMS A A: B ALONG WITH REQUIRED PHOTOGRAPHS ARE OWNER: DAVID A & LISA M. MITONEW STAMP STAMP ; 1? • �► ,, SUBAI(TTED TO THE CONSERVATION C+aw N. 5 STEM CIRCLE ��"OF Afiys� -••' w +! � '�'� 4 WES1W00D, MA 02090-1085 • • ' „ - * " ¢` 4. LMT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL COMPLETION OF PROJECT. r o� STEPHEN w r"" 3.) PROJECT BENCHMARK: DRILL HOLE FOUND IN DRIVEWAY NEAR GARAGE RLt_YN }: 5. THE PURPOSE OF THIS PLAN IS TO SHOW THE LOCATION OF PROPOSED HARDSCAPE: EL 9.42 (NAVD88) - Bi NCHMARK ESTABLISHED WITH CAPS UNIT era+:SON i!� REFER TO LAND.SCAPNNG PLAN BY DANA SCHOW & ASSOCNTES, DATED 02-01-2017 FOR , n 4l j�p Locus Map Scale 1 - 1000 coNSTRUCTioN AID PLANTrNG oETA�s EL 7.06 (N Y ► R P�.I E ���N � 6. DURNG CONSTRUCTION ACTMIKS LOCATE IXI511NG LEACH PIT FOR POOL DRAWDOWN. ( ) f� 4.) ZONING MFORMIATHON: y�5/7 1 ZOAING DISTRICT : RF-1 CURRENT MAIN " ZOi�ING wQUIREMDNTS: CONSULTANT MN. LOT AREA = 87,120 S.F. i MN. LOT FRONTAGE = 20' MN. LOT WIDTH = 125' NORTH BA Y FRONT YARD = 3D' SIX & REAR YARD = 15' / 15' MAX. BUI.DNG HEIGHT: 30' 1 OVERLAY DISTRICi& AR SEP do RPOD CONSULTANT 5. A ME SEARCH HAS NOT BEEN PERFORMED FOR THIS SiTE; THERE MAY BE RIGHTS BY OTHERS, I EASEMENT, TAKINGS, MORTGAGES, R09 OF WAYS ETC. NOT DEPICTED. F DEIERMMNED TO BE NECESSARi', A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO a4m NYE ONFERNG 8 SURVEYING. � 1 G1 lid, 6. THE PROPERTY LINE NFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD NFORMADON .- CONSISM OF PLANS AND DEEDS. THE DOW FEATURES %M HEREON WERE OB ANED FROM AN ON THE GROUND FEW SURVEY PERFORMED BY BAXTER NYE DN tG & SURVEYNG ON OCTOBER 15 A: 22, PREPARED FOR : MAP 072/ PARCEL. 032-003 3 QPG David and Lisa AntoneN 1.24 ACRES 1.9 7.) COMMANNHY PANEL NUMBERS: 25MOI 0756 J & 250091 0543 J, EFFECTIVE DATES JULY 16, 2014 �+�. 0 �o° THE' FLOOD INSURANCE RATE MAPS DEFINE THIS AREA AS ZONE AE (EL 13) AND AE (EL 12). 5 Stever vlyde PARCEL. AREA TO B.V.W p� 1.04 ACRES -'" Q�'P 8•) Westwood, MM 02090-1085 A� PER ASSESSORsit (�ri � S 1.4 1.7 REMOW PER MASS GS ()LIVER AS OF 04/12/16. �+� Y � �'� - � BLU£SR7WE l n _ Bvw 2 �.7 r - � •�Bvw 11 -,• � � � • SITE S NOT wrnilN AN A.c.H�c. (AREA of cRrrHCu. ENMIRO�IENTAL CONCEiifN). • 2.4 3.3 OBSERVED MEAN HIGH • SITE DOES NOT APPEAR TO BE WtfWN AN AREA OF B70TED HABITAT OF RARE WILDLIFE AS MAPPED - I h GATE_.- \` _ WATER (10/22/12) _- -.� ON MASS GS OEM PER NHESP 'ESTW4LTED HABMATS OF RARE WILDLIFE' FOR USE WITH THE MA l0 '- •Q WETLANDS PROTECTION ACT REGULATIONS (310 CAN? 10).- 7 `BVW 13 x'4�' `.3.5 X'--- --- -----�yt __ REMOIC B 9 2 ' VW 8 �..- BVW 6 Jt At sk 2.4 SITE DOES NOT APPEAR TO CONTAIN A CEREYO VERNAL POOL AS MAPPED ON MASS GS OLIVER PER ti. 6 FE]VpNG ; BVMI-Z-- BVW 5 _ S g ---- - -- -` BVw 3 BVW 2 NtESP VERNAL POOLS! At • �3.4 - - -- - -- _ --- SIT E DOES NOT APPEAR Tn BE WR}IN A PF,KM►HY HABITAT AS MAPPED ON MIASS GS OLNER PER NHESP x x .6 .pyQgP09Ep �w 1 xS.5 ATE '� PJPAROtSED 'PRIORITY MUSSACHUSEiTS _ �y�- REM LA _.___ ____ LAN D_AR EA ---- -- - � , REGULATIONS ( 1 CUR 1 ) .. -BVfM 1- HABITATS OF RARE SPECES' FOR SPECES TINDER THE DVQANGEREA SPECIES WN I?t?40 - 6.7x PROPOSED LUUWT OF - •. . . - . ._. .; . STONE MCA. W -----� ACT 32 0. 1.6 i x 1/ p , `--"-- r, . _ , . . . . . ® � , 7.4 X 4.7 \ SITE DOES NOT APPEAR TO BE WRt#N A STATE APPROVED ZONE If GROtNrDWATER RECHARGE PROTECTION I - 51 3.2 , WOOD WALKWA �' �� _ -. . 4 LANDSCAPED \ AREA.1.,� � x x 4.:1 B* 15 t` 4.7 2 /�J 7.3 7.0• 7 r - - - - 7 f� - - 7.6 FLAGPOLE 0,1111 9. ,O J -- _ x 3.4 1,4iDECK �ti PLANTING BED • SITE APPEARS 10 BE WO WN A ZONE' OF CONTRI�ON TO A SALTWATER ESTUARY (BARNSTABLE B.O.H. i Y ! WiTHNG' 10} �� POOL APRON PA RS) 9 r O EL. = 11.6 �.Ic 8. REG. 360-45) �, z ,� t ' • 1J1 7.9 9.o D.E.P. MAPS B.V.W. AS BARRER BEACH 2 i'/ S r 7 L N C E LAN /a AWN 9 5 ' 1BVW 16 �, / LAWN POOL x A/C 9.9 Ep �. ( • IMEitAWD DELINEATION BY OONALD SCHAtI, P.W.S., 10/2012 i 1 C POOL HOUSE 5 71IOVF { . 5-418VIV BUFFER ZONE _J. 10.0 34.7 wo X 5.7 (l F.F.E. = 10.8 R ZONE,.GRILL 128 9.) LRIL►iY INFnRM1ATHON SHOWN HEHEUI: 4 'T l Bpi BUFF PROPOSED DRY Lrl/ 1 Q 3.1 ; 50..r Y7 __ G S7&V PA NNIe 2 STORY )MOOD FRAMEcc �. x •►�' / ^-� S,'6NE-RETAINING ( • 1.t8 Y x 5.2 POOL , GALL SIN=•FAMILY DWELLING GARAGE ♦ ALL DOSTNG UT111 AT LEAST 72 HOURS PRIOR 70 THE START OF CONSTRUCTION. L OF 3.3 � � � - . .--�--� I MAP 072 ARg1 033 THE CONTRACTOR � CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND U1gJTY COME'1HE OGTION � � \ EQUIPMEN 5.4 ' P NTiNG BED F.F.E. - 11.8 N BVW\17 ` ` ---- - G.F.E = 10.1 CONCRETE H MICHAEL P PASCUCq � LN�S ARE SHOWN IN AN APPROXIMATE w 40 Cy • • WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESLAR(2ED BASED ON THE -� O x 5 6 � `SO• DRIVEWAY ET UX. m 6.5 /� AC NT U~ {1YP.) ti F . . AVAIABLE UiIITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR y+ £ MHY MID ALL DAMAGES WHICH MI HT BE OCCASIONED BY THE CONiRACTOR'S FAILURE TO LOCATE SAD I- i ,1 - 4.7x 4.7 R£A/OVE STt�W£ 5.2 -�\ •- ' - zow - COAST i s • , t L \ LAND 100. ���� NFRASMUCTURE' AND UTiLITES EXACTLY. F FELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE 4) RETA/N/NG WAL[S - T-- POP CH ( FAR CONTRACTOR SHALL NOTIFY THE ENGINEER IAIMEDATELY FOR POSSE REDEWI. v \ x 4.3 \ q 10.5 w / x 5. 7 T�-OVER /I BULL RUN ,� �00SOURCE\ 2 `�- __ _ _- PROWOSED 1�' ^ '14TR ( CLEAN VALVE-`lU • �� DEVELOP�OF TH06E UNDERGROUAD UT JnM HOWEi�ER, LACKING IN TEION, THE EXACT LOCATION_ _'- R&WOVE __- _ ' • i O' UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMNPLETELY MID RELIABLY DEPICTED. WHERE 0 ~~,~ x 4.4 10. ,I - -� ADDITIONAL OR MORE DUMB INFORMATION S REQUIRED, THE CLEAT S ADVISED THAT DMAVATION MAY a r x 3. `. PLANTi BED SEPTIC f BE NECE:SSAR1! - �, g ` 1 TANK DR/VEW r� BVW 9 C-- BVW 22 A /,l T W/S f7MwS�/ • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION REPORT -_- T BVW 23 DRAiN 2-15'x40' N BY READY ROOTER, INC. DATED MAY Z 2012, ON FILE AT BOARD OF HEALTH. o Z C, x 6.3` `-- LEACHING / a O ' 1.3 �� , �•� ---�'` FIEF I • TO MN MIATER SERVI:f SI MM ON THIS PLAN FROM C-0-M M WATER DEPARTMENT SKETIrH 0-9484-S � z m � 1.3 •. N D SERVICE DATE 5/14/87. WATER GATE IN DRNEWAY WAS FIE W LOCATED DURING SURVEY BY BAXTER NYE a 7 •` VW 24 '6 `\ °'- ENGiHEERNNG SIIHRVEYNG. THERE AE NO RECORDS OF ANY WELLS. ,,, OBSERVED MEAN HIGH cP r z Q / En WATER (10/22/12) �� ,`� x 4.2 0, x 5.8 10p SUFFER - TAL m • m 5 J a U • ASSESSORS RECORDS INDICATE THAT LOCUS S HEATED BY OIL NATIONAL GM INDICATES 4, o Ad m • r dD 5 ., THERE ARE NO RECORDS OF GAS FACILITNS FOR THIS AREA. (CORREWNDE DICE DATED N Q W BVW 25 k `� IN AUGUST 6, 2012). wd i u Y MAP 072/PARCEL 037-002 4 c, ( REMOVE EVS77NO 47/ N/F _ 20 x 4.3 ' ARK/NG AREA • ELECTRIC LINES SHOWN ON THIS PUN WERE FIELD LOCATED INDICATING OVERHEAD SERVICE ROBERT L FERGUSON _v J ! ~� % , 4 C� © FROM UTiL17Y POLE 369/78 AT ROAD AND UNDERGROUND SERVICE• TO HOUSE AS SHOWN N \ � \ � N ON NSTAR MAP GENERATED ON AUGUST 8, 2012. �, N o a ' LOT 378 - Q.B. 421, PG. 44 At HAP 072/ O c - M' rr /r� r RETAINING WALL .r w w 0 PAR 032-001 � � / � � CB/FND • VElIZON MDI(,AlES NO CONDUIT AT LOCUS - AUGUST 7, 2012. 3 3 3 3 / 1 , N/P f Q Q Q Q } r BVW 2f' ROBIN c LAURIE YOUNG "�, ,7 �°� it"80 00' cn cn cn cn m i � � � O 1+ 2.4 , �' ; -- x =4.09/ 4.1 SHEET TITLE l _ INV. 6S (SLUMP) i t ! �iE-3.�` NV. OUT=2.60 I BVW 27 2.5 i �- �' �> �► 6- Wetl n P rmi�t PI n ads e a - I x 4.i � -----"w � 4 � � ,�•' /�,�-A� MAIN / r Q► X2 i' SHEET NO a / � ,..........., , ,, x5.0 GREAT Q' / n / BAY / r,/ D A T E : 06 06 2016 ROAD dt` �4 � 20 0 20 40 /,r / / SCALE IN FEET '- SCALE . 1"= 20' DRAWN/DESIGN BY: OF CHECKED BY: MN►E ' J 0 B N 0: 2012-049 C A D D F I L E: 2012--049WW.dwo P REVISIONS: NO. DATE 00;, —Z— / se/.•'JG ii.. f -_. 0 N P B. 3 6 6 P. 72op ; ,'.'`--`. `i `'•' � ,� �' f'+ srr= 15 � Ch.^Gkr� lanr�i f7ui'): `. Carves REFERENCES: 1 / SH\v,C ,N�H� �E. LE E-7 z OP FOR LOT 3 LOC-US MAP. i G) 1. 2 4 AC. � i\ t \< G Gl ,,. OF cd tR (Z` Iyov '{.\"'\, il'yl mw I � �� \` � ^`` _ r Fes. •.\ O \\ ,\ A - rj - - - - - _ - - - - - -- CRgv.1L SPHC.E k C�/D H _ F N O oa I 50 C-0 f_E �o CAPE COD SURVEY V. RTiCl9L 1 = c`O O - i�..'I ZOr4 TA L CONSULTANTS - 0 ! - _ `sue. 'r �\ 3 r C B/DH FND - J ULTANTS .� 261 MAIN ST. ROUTE 6A .. ' \ _ BAb�NSTABL_E VILLAGE MA 02630 NOTES -�, ��� WR j� - - .,`.. �� .\ `� \� �-�-. - .�.�,y� ,>~;�N (617) 3 6 2-8 1 3 3 1 i p DIVISION OF I) PROPERTY LINES SHOWN W BOSTON SURVEY CONSULTANTS INC. 0 N WERE COMPILED FROM A PLAN �� PREPARED BY B A X T E R 8& NYE , INC. AND RECORDED AT THE i , \ � AA ENGINEERING • SURVEYING PLANNING BARNSTABLE REGISTRY OF DEEDS, BOOK 366 PAGE 72 , ( �__ p \�s < ` i 4h TITLE: AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE I "�` r= ``�� ; `�99�' -"}.�f GROUND BY CAPE COD SURVEY CONSULTANTS. �^ 2) THIS PLAN IS NOT TO BE USED FOR RECORDING OR DEED SI TE PLAN DESCRIPTIONS. UNDER NO CIRCUMSTANCES ARE DISTANCES ~ a'�' a % SHOWN TO BE USED TO ESTABLISH PROPERTY LINES OR - FOR CONSTRUCTION PURPOSES `- f�7_ � -110 OF L O T 3 3) ALL ELEVATIONS SHOWN REFER TO N.G.VD BENCHMARK CB,/ D H F N D. "''" � � � �x`• OFF GREAT BAY ROAD USED : RM 30; EL .= 4.20 (MDPW TRAVERSE DISK SET IN f--- -- I DIA. CONCRETE MONUMENT). N BARNSTABLE is .asso.r .a f j+ au.rp�' �'L 7 8 IN 11 4) REFER TO PLAN FOR BENCHMARKS SET. • . ,k ��� � f �, � n �..r :�r G a,m TERV/OS( , LLE) MA . 5) VARIANCES ARE REQUIRED FROM TITLE SC TO ALLOW THE CONSTRUCTION OF 72 THE SYSTEM. '�' `''1 .0 1 r- 0," �L / 4 I CB/ DH FND. s BENCHMARK 6) 100 YEAR FLOOD = ELEV. 12 . 00 REF : NATIONAL FLOOD CB/CROW 'S FT FND. T 9S `, '= -" - PREPARED FOR 2• • , INSURANCE PROGRAM ; FEDERAL EMERGENCY MGMT. AGENCY COMMUNITY PANEL NUMBER 250001 0016 C EL. = 5.42 REVISED AUGUST 19 , 1965 ROGER T SHIELDS, JR. 01 - r / /"Q , y i,'tL'U+CF L _.'3 + i'r .�re`rrk/.` _.... SCALE: I " - 2 0 , ' 00 .` �,. awr•+«-._.. , .. :. �G.. A r; e- fro'-? G' METERS r ER© �/O 1 FEET 0 *Hya 38t`3`�' ter; F y > eB/CROWS FT. FND. eR0 DATE COMP./DESIGNIE C{'',;A-4. , .'T 'ti. Y+.' F ,:f."Y4 0411 CHECK p,� <, 00S DRAWN. T. A.W. 1• ,,1v ' _ - 044 FIELD: \~ Fli_E NO: _- DWG. NO: c9lR l JOB NO: 03-1591-00 SHEET: I OF: e i. , '----- - - '- - --.~ �~- ~-- -^----~ -_-- -- _- ---- - ---- -- -' `-------- -------- ----~ -- r '- ---- ~--~_ ~-_--- -~ --^----r~ -~ ---- -~-- -r--------' -'---_�~-r- ''- '- ---- -�-�-- -- - --' --'--`-- -�� -_ -- ------------ ---'r-- - - `---------,----'-- -'~'-------------'--'~- ---'-------'----r-- --- T ~� -`----�-- --''---^ -- ` -- '- -r-~`---_-' ~ -� -- - -----~_ ` ^- '` ~ - ' _ _~ �� -�r,-- - ` - --'-- -- - -'- -------- ----- - - - -- -'--� -- - -' -- 7771 07� so i0o NO DATE op L-OC-US MAP. LOT 3 10. IN N-1 IN ALLYN IN iEl ;4: 111 � 00 VILLAGE, MA 02630 BARNSTABLE INC 0 DIVISION OF BOSTON SURVEY CONSULTANTS jNG, 1) PROPERTY LINES SHOWN WERE COMPILED FROM A PLAN a NYE , INC. AND RECORDED AT x1l Az REGISTRY OF DEEDS, BOOK 366 PAGE AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE Z. GROUND BY CAPE COD SURVEY CONSULTANTS. 2) THIS PLAN IS NOT TO BE USED FOR RECORDING OR DEEP) DESCRIPTIONS. UNDER NO CIRCUMSTANCES ARE DISTANCES SHOWN TO BE USED TO ESTABLISH PROPERTY LINES OR FOR CONSTRUCTION PURPOSES . OF LOT 3 3) ALL ELEVATIONS SHOWN REFER TO N.G.V. D BENCHMARK OFF GREA T 84 Y ROA D 4) REFER TO PLAN FOR BENCHMARKS SET, x p a /,� _­*' 11- ", . (OSTERVILLE), MA , 5) VARIANCES ARE REQUIRED FROM TITLE Y TO ALLOW co THE CONSTRUCTION OF THE SYSTEM. - f BENCHMARK 6) 100 YEAR FLOOD = ELEV. 12 . 00 REF , NATIONAL FLOOD PREPARED FOR .- INSURANCE PROGRAM FEDERAL EMERGENCY MGMT. AGENCY > COMMUNITY PANEL NUMBER 250001 0016C REVISED AUGUST 19 , 1985 E +�YD_ 38 F EEI 0 FIELD ~_' T PIT DATA: . ATTa SM 00110ATE8 SEPTIC TANK DETAIL ��-ate ��� ©�� DISTRIBUTION BOX DETAIL: LEACHING FIELD DETAIL: REVISIONS: SOIL TES PE� OeSERVED TEST OR-O(M'OWATER NOT TO SCALE NOT TO SCALE NOT 74 SCALE 'r'-, /,/�� DATE TP r► 1 a 1 1 ill_ L , L 1 P A M. E' AAIG OUTLET TEES TO Of CAST IRON �;p, '-r,EC GRADE _.1__ /-�Q -Flh .%1� •�� _> 5/rii-� �ir.a o•sJ TP NGTES 5E TK TANK SHALL BE STEEL h NU- OF OUTLETS: �__ __ _ REINFORCED CONCRETE � st 3' r � - --_ +•, _ ✓ A W GR D_ E L . `� GIRD.D. E L z s..�E _ ._ :AST-, - �oMcrrE TEES ` a N c -CAM GW. EL. C, GW. EL. / = W - "= 3 .kwoEp WAN►+OLF COVER r __ NOTES DIST BOX TO WITHSTAND H-10 LOADING = — ,.. . . rT w PEn 2 SEPTIC TANK TC' WITHSTAND M-t0 LC>I►DINE ? �- '-- F -f 4 PERF;;RA' avC S _� \. ` 7,Z LWLESS LNdDE R PAVEMENT, DRIVES OK 1 - - —— 5 6. 9 UNLESS UNDER PAVEMENT, DRIVES OR — - -- -- — --- -- _ — I TRAVELED WAYS WHEREIN H-20 LOADING o� �Pn�# o ° ` A r--FFE T', TRAV'E�EC WAYS, WHEREIN N-2G LC�AD►w6 I I I 1 PRECAST ti✓ E` E a `"0M ° pEF'N �1 SHALL APPLY __- �_ I SHALL APPLY. it I DIST - 3 ALL PIPErCONNEC''10NS AND CONICKTE .�..«.•_E =4 , 2 6 I BOX r. T 9, 9 ------- .6,2 CONSTRUCT" TO BE WATERTIGHT W--_*• 9a•a � 2 PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF I == , INLET PIPE EXCEEDS 0 08 FT;FT OR IN I PUMPED SYSTEM _-__— 10/ �Jjo� p �"�' 6'► tZ "'le 3. FIRST TWO FEET OF PIPE OUT OF DIST PROFILE GENERAL NOTES: Box TO 6 V E LAID LEVEL 'FU,S6.::S (5 W C,44C _' . _ -� PLAN VIEW 2% MIN FINISH GRADE 1 . THIS PLAN IS FOR DESIGN AND �QM H cl _AL '"' ��t _E_ } COVEREAe E- '� ,II=11__ �_ L CONSTRUCTION OF THE SEWAGE IU F 1L- AND LOAM- MIN of I/e" Tc DISPOSAL FACILITY ONLY. _.. -- w9TL7� 2 -t /-� L,, . 2 1 - WASHED STONE TPROVIDEAPlLf i a ' OINT�S(�tYP I` `5�� �, 1 2. AL ONSTRUCTION METHODS AND WATE HT I a.� F'� 9PRECAST . 4!fA ,fO.,wa �' r l4EE I L G �, _ SEPTICTAMK _ b _d r no,e z � /_8J; _ ' -- ---+-I� - -�, .. MATERIALS SHALL CONFORM TO tr --- 5 - max,_ 5' 2� ;'n r't .'/� 61ti •4 INLET ' '� .�.; Lc ` z WASHED STONE OCAL LET , I MASS. D.E.Q.E. TITLE 5 AND LT sri .�iT : , I LI ---- rr I IJ (no fine,, r ' `/I BOARD OF HEALTH REGt1LATIONS. — -----_.� - - - - - - - - - --- ._ i .�" __._t. ' ° � • ► -BOTTOM N ii105Nl=r tal i- t= i :i�rJ;,,,/r = ,ii3Ji;t s/lr�irJ=ir,r N=:r;c`i�,0� e ,w _E.E_ SSA&LE 9Alf 'e'^ • LfVELSTA&f 41 b CROSS-SECTION B� PLAN VIEW' — _- — _ CROSS-SECTION DATE: ,> VL DATE: INVERT ELEVATIONS: ' TEST BY: TEST BY .ter r -':�'��:� �s'1aNs's,� ��r,�� -�,'el..,&k�x,� .4',E 7-,�/rvI�t/G C1.9 4-4.. 2��'>�/, 4„ INVERT A T BUILDING 1 L D I N G . WITNESSED BY: WITNESSED BY: "-�/or 4" INVERT AT SEPTIC TANK(in) -tea Scr�C - .N� � �-^ � o.. 6 4" INVERT AT' SEPTIC TANK(out) B.4.3 PERC. RATE: PERC. RATE: 4" INVERT AT DIST. BOX(m) _____- MINJINCH _ MINJINCH 4" INVERT AT DIST. BOX(cut) 47-7__B.0 CONSTRUCTION NOTES: __ DATUM: r• -�___ INVERTS AT LEACHING FACILITY ,� �,,, 40 P-vc, 4" INVERT AT BEGINNING VERTICAL DATUM: /t/. G. —� NE/ANT vA.r/a- f. L, OF LEACHING FIELD .w.JO7x. //r 4'-6 'T - Dot_ 340 LRYArr >w�- " 9 �l�r� r�✓'c sfr.�ee /Hf- 4 INVERT AT END OF LEACHING FIELD �, sf• ��'_ BENCH MARK USED: ��» �o� �� - q �o n�paw r�zsvro�s�- �� ;� ELEVATION AT BOTTOM Z�//9, 1 OF LEACHING FIELD 'k 7 1, _ -- _-- -- — - OBSERVED GROUNDWATER t� Ts�o /�r �x�u T�J�5t9iG� ELEVATION _ -- / /(f `'5 Tn /ti'�.L:�JG Ts/G arS?1"Jr�CE �.y►T uiv ,�riT�lr3�G' �I ,o7n'TW:F/NG /•C. , Tv.r--L:,c1it.. � :::v�aC'�/G:. J F7� � /rJv.aT .C3a: .Kr'ed�.,'r.a�+t',�'Cf t=J�°t7nl r� `�-.� ,�s"3vsS=L. corrl,•+f/r"Trsf _-_- 72? (✓'wGs` ©Ian ✓4 WTI 6"L„- �.:: Jf'/b i/7J/yfr^�'G�IC'v_3 .L=�IJr:'��'/Ls'�` /�.l +.' /Cd►-Cti,,� Cf�` fi'D�'J'�i�N/9G f/L,L %'ZJ DE SIGN C RIT IA: DESIGN FLOW. BEDROOMS AT ii � G.P.B.JD ��30 G.P_D. REQUIRED SEPTIC TANK-. CAPE COD SURVEY ' CONSULTANTS STEPHEN =aO ' - - - _ 4.4 GAL. 3261 MAIN ST. ROUTE 6A ALLYN SEPTIC TANK PROVIDED: = _-Z _ _ GAL. wtLSONi No.30216 �'►s BARNSTABLE VILLAGE, MA 02630 SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 �SSlpMAIE�� DESIGN PERC. RATE ____ _________-_ _ _.__ MINJINGH DIVISION OF BOSTON SURVEY CONSULTANTS INC -___ __---._.------- _ _._---------__---___ ENGINEEPING • SURVEYING • PLANNING TITLE - ___-- -- _ _ __ —_=--_-------- __-- SEWAGE DISPOSAL SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN Qo .ss,,- x 6 pv_- OF LOT 3 OFF GREAT BAY ROAD — IN BARNSTABL E ( OSTERVIL LE), MASS. LOCUS PLAN: Ovo.e7Ai ,3„ y �r PREPARED FOR. ROBERT SHIELDS ✓RAll y / `lam Lir; 1� G� , a{ DATE: Z9 ._Tub COMP./DESIGN: 5A w' t CHECK: F2,PN\ — - DRAWN: A W � FIELD FILE NO - �. - DWG. No yam/ J0B No d -✓ , ;. ~, h',44",r;,eh.4 -7 s0v"",D SHFET 0FLi SOIL TEST PIT DATA: SEPTIC TANK DETAIL tea© � � �-� �, DISTRIBUTION BOAC DETAIL. LEACHING FIELD REVISIONS: �4 lOCATES fR1DICATES • Pe� = - 081%II{VEo AIL: l NG. DATE TEST QF#OtlkVWATER NOT TO SCALE NOT TO SCALE NOT TO SCALE _ BE1CAS L.. — OF OUTLETS SNEG GRADE -''� "�'d �Pc_,fs� F, TP TP NOTES i SEPTIC TANK SHALL BE STEEL 1 MILE' ABC �a:"T_E 'EEC TC T IRON n NQ. ` •Q 3 ' GR D. E L. - GIRD. E L. 7 RE T E y a %,'_ '-Ir-�ACE - -- - _. f A,W REINFORCED CONCRETE _ :WCRE-E T� acr� o GW. EL. W. / 2 SEPTIC TANK Tr' W'THSTAN H-I - 3� -�'M_T'�_ :CEP WArYhr E _ `- 6 - NOTE _ �C AM O t_rJADfMl6 L .�`✓ P --'-- S• r -�= "� ""_.:- -----T------. / r n•' G EL. _ f ` ' LWLESS UINDER PAVEMENT. DRIVES L DIST BOX TO WITHSTAND N IQ LOADING -- 4'' PERF .. _- - -- -' — -- _ -- TRAVELEC WAYS. WHEPEI% H-2C _OADIWE ; UNLESS UNDER PAVEMENT, DRIVES OR o S S ^ f =, SHALL APPLY J I TRAVELED WAYS WHEREIN H-20 LOADING y �. *if pmc a jj PRECAST � r S I I I I SHALL APPLY. EVE ^'-re �' 4._� 3 ALL PIPE COMiNECT►Ok9 ANG GGNCRETE ,.,,.,,.r,, DIST i " e L, E'-? CONSTRUCTION TO BE WATER716!47 :.%.+.- -^ • BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF :�^ / i li, ,, o - INLE1 PIPE EXCEEDS 0.08 FT/FT OR IN PUMPED SYSTEM 4 r �i +-% i 3 FiPS T TWO FEET OF PIPE OUT OF DIST 4 j - " I ' ` -= -`- 1 — T PROFILE GENERAL NOTES: 3,1 I�Ca s G S ri.Ki" Gr4c C 1 B 0 O 9 E LAID 1 D LEVEL . -- • .._.y._.�._- .��`_ � � PLAN VIEW X � '_.�•C,M ri Sf c-C. �� EH. AB /o MIN F N!SH GRADE 1. THIS PLAN IS FOR DESIGN AND M - - - - M& . --matto __- - RCG�'ERE _ 7777 12 'MIN `• c' �� 1-` CONSTRUCTION OF THE r ti T? Y --_ ._ WF+T�" /,Z ! -_ A`. _OAM-- MIN OF f/8` TC` E W AG,- S PR - - - — lu - T-__ f WASHED S7 NE DISPOSAL, FACILITY ONLY. �- - ., .,.. .a., .,•.C" ; � k,-+ . -_-_ !E -- - t 1GIN b�`tYP I I I' Ir' Z I: WATERY `. � . , - iRECA3T — , �,y�, d:;� -- — -_E_ - �` �gl T •` r I� , = � ' °�� L 2. ALL CONSTRUCTION METHODS AND •- r i 9EE BEAN ` I 1 E Q/r . 041'l :At --1 Cf` a" ,NLET �f Nn7E z ------- - 1 .. �; f MATERIALS SHALL CONFORM TO w ' 11 STDNE.) I ' ll MASS. D.E.Q.E. TITLE 5 AND LOCAL (no fine,) I I I ' In ly BOARD OF HEALTH REGULATIONS. =-^a. �_'":>• i. _s ,+_ c*�ALE e}a9d o. -�-- � � � <r. � Q.� BOTTOM ON lu'i -.C`1iy ..«`�_ :- ao_ LEVEL- STABLE r CROSS-SECTION BASE i•• - /S' .a PLAN VIEW — "---- - --- CROSS-SECTION DATE: DATE' =�6 /v,,,y- ,r�� _� _ /�ez INVERT ELEVATIONS: TEST BY: TEST BY - sr 4 INVERT AT BUILDING WITNESSED BY' WITNESSED QY 4" INVERT AT SEPTIC TANK(in) 4" INVERT AT SEPTIC TANK(out) RC. RATE: PERC RATE 4'" INVERT AT DIST. BOX(in) a� ?J7 MIN./INCH _ MIN./INCH /r�� � �r1R� 4" INVERT AT DIST. BOX(out) � Q12_ 0,0 w CONSTRUCTION NOTES: :, � - INVERTS AT LEACHING FACILITY �,, ti,, y,�, p�,G DATUM: _ �. ------- ---_ --- 4" INVERT AT BEGINNING VERTICAL DATUM: �1 �, ;/ +✓ i�r,�r d��:i,c :> I OF LEACHING FIELD .1t =z 8 C_.. l'/r7)( //T a •� "r" -\ I -----•� a L3G ES G A✓Iµ' w �e r r' >>11- a/.vc- 4" INVERT AT END OF BENCH MARK USED: Rrrf �a ; �=� �- �'. �� ��-r>c�� w r�gvrr�sc=' ,���k-� !` "` LEACHING FIELD _ _Z_J& - �_'LEVATION AT BOTTOM ' OF LEACHING FIELD - - -,v;r--/- .,Nam _ _-_ _____ __-� _— ___� .__-__ ._ -- OBSERVED GROUNDWATER /? /flf,/C M �;= = C`1 %' �' I «c> �• r� �'�,�sc��� , ELEVATION 'S /, 4?__— _ . r.ut lez,46r J _ -^ r9, . .e_4 C!�/9• .' .��rc?AV"�"t �.+JQ::.L.J/{,r y'�C-•,//�/t_`�".+rK7 /�rT''�;� '✓ �`"d ••�r .S4 C,7 1 Al AC. 0 A7//72 A4oY4 /G° 7'/?.- ::i.^ .:. tf isR.' F:.TiG',� //7�'a 9 G?drr rtit"./J�'+�•'" La `:^ 'r? �A I - u ?.' fSv+�""�N�! F C✓r1,«-4. Cd, '�r.C'1 �_----- J C3 4� J;rC,!-' /`��. /C 7 oA'i 4 Z-0 c-3 .7 F/Lr Li;;:L�" (:-"A i /,e L'/:C L,. TG+.. r,��-,�T �{,�' .�L�, •��;,�,.��,�k ,..,� �:�.�,,,.��.���� �- DESIGN CRITERIA: ':DESIGN FLOW: BEDROOMS AT L cam G.P.BJD G.P.D. REQUIRED SEPTIC TANK: CAPE COD SURVEY STEPI{ N 0 GAL. CONSULTANTS w ls SEPTIC TANK PROVIDED: _ __ © GAL. 3261 MAIN ST/ROUTE 6A ti SON G BARNSTABLE VILLAGE, MA 02630 ♦ R ?, SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 DESIGN PERC. RATE: = - MIN./INCH DIVISION OF BOSTON SURVEY CONSULTANTS !NC ENGINEERiNG • SURVEYING • PLANN NG - TITLE: ► SEWAGE DISPOSAL SIZE OF LEACHING FACILITY «�PRO VIDED: SYSTEM DESIGN i OF LOT 3 OFF GREAT BAY ROAD -- /N BARNS TABL E ( OSTERV/LLE), MASS. LOCUS PLAN.- PREPARED FOR: ROSER T SH/EL D S ✓R. 6 �. .rue DATE: 29 7`U1.e COMP./DESIGN: sA LAi } CHECK R F-,t/\ DRAWN - ( FIELD FILE NO DWG. NO Sic ' JOB NO c / c 7' s �E!/:1� SHEET OF r. DISTRIBUTION BOAC DETAIL. LEACHING FIELD DETAIL SOIL TEST PIT DATA: 111110CAWSEW � �RVEa SEPTIC TANK DETAIL >� ��� REVISIONS: ' f TEST G00UlitVWATER NOT TO SCALE NOT TO SCALE NO. DATE _ �;� NOT TO SCALE A r �7 NISHEC GRADE TP 4 TP NOTES I SEPT►C TANK SMALL BE STEEL A JMLET AdMC Du-r E'r TEES TO BE CAST IRON, '_6 NO. OF OUTLETS r_____- CND, EL. �• y_— REINFORCED CONCRETE L o: P-*- — - a' i., . , ( 1 l__.— GRD. E L ' Z - -PucE �ICRETE TEEs __ tic .0 AMA _�__.._.- N _ . OTES W. �r W. EL. 2 SEPTIC TANK TO W!TNSTANL k-Ip �OAUNr6 - "£ C .'NN�EA 11+AKhGLE :OYEh - _ _ -- - - _ -- -G EL ______ — G __ _ `� L DIST. BOX TO WITHSTAND H-10 LOADING 4' PERC • , S _ C �+ 7. ' UNLESS UNDER PAVEMENT OR'VE 5 TRAVELEC wAYS, w►+EREIN M-ZC� � UNLESS UNDER PAVEMENT DRIVES OR ",ADI%G TRAVELED WAYS WHEREIN H-20 LOADING o ono SMALL APPLY PRECAST 1 FF` T ' SHALL APPLY. EvE_ 3 AL PIPE CONNECTIONS ANC CONGRE'rE �+•aC�_E :OVER �" I DIST t --- ---- y. --------- -- CONSTRUCTION TO BE WATEpTMGMf? 1we.�•t+r' r'•r9» iwaot BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08 FT/FT. OR IN fl>.- 7- r�__� PUMPED SYSTEM. / s 7 �------_ .-__.-_: 2_ '"" '-�d"F 3. FIRST TWO FEET OF PIPE OUT OF DIST GENERAL N TE 80 TO BE LAID LEVEL, _al r`� �' --�^••---�-- ill '`"I i S CS 6.W. GA&4c. _ PLAN '•^ Fa l .P RoF I LE O S: -----__ I i _ _ _-_ IsM+ GRADE f 1. THIS PLAN IS FOR DESIGN AND "� I l. ! I r +- .; � w'c. crg. ~� r- ROMOREABI E VIEW . =1� 2 /o MIN FINISH- ___ _ ._1� , . _ ,u�,N• � M CONSTRUCTION OF THE SEWAGE `-r y I� 12"MIN. F 1 IN - DISPOSAL FACILITY ONLY. ILA A.�, fl4M" _ WASHED STONEn'' 1 - ' t .� • , ,11 •!, Rom'—TT'-T +—^", rTr-'-T -+r Jam^;'•"- _ • • . — _. i I PR �1QE •., ,_. „ wLd t T t# � � , `.,,,. WATERTIGHT �� MIN OF T� S' a"� �, y -- ,-- --- - _ - n f JolNTsllyp; _I i° I I ,�. �0 2. AL CONSTRUCTION METHODS AND PRECAST r' Qib�1�. _—E* i .� L SEPTIC r r �rRti9f:E•-» ---. `r� r Ad r NOTE z ; r z F MATERIALS SHALL CONFORM TO T�wr 4 d Jr INLET T !1 - __--E / ></ - } ___yi.c r: J r Z J//1 M A W ,. �-- � . ,,t NF 4 ouTL T � -_--_ _ ,`. � MASS. D.E.Q.E. TITLE 5 AND LOCAL -- -ski) BOARD OF HEALTH REGULATIONS. ° I I' •I ti _ w r -� ° c r t • ► BOTTOM ON _fl*_ 1t►14.E fAM -T ys c�"c'i - ".., .0 oe ,EVE'._ STABLE _. CROSS-SECTION BASE PLAN VIEW .''£M —` --------- — CROSS SF, TION DATE: DATE INVERT ELEVATIONS: TEST BY: TEST BY: T 4" INVERT AT BUILDING .;.. , /Q•�' /rJ/r' �'r � �,✓N�..� �?c.R"Ti'�/�-WITNESSED BY: WITNESSED 8Y: r/ �� •"o ,S:c-.► , 4'/ INVERT AT SEPTIC TANK0n) 6L.�b ' _ _ 4" INVERT AT SEPTIC TANK(out) 1. -Ef'_,� PERC. RATE: PERC RATE 4" INVERT AT DIST. BOX(m) Rd --- --- MIN./INCH __..�;�. AA tN./MV C H �' .. �.; ���,�� 4" INVERT AT DIST. BOX(out) Aaa CONSTRUCTION NOTES: .�__�� I /'� •fit"t Qr•ltJJ I- . �LL parr G� f'*e0 4/-. /2'g" •�..: r' r __ INVERTS AT LEACHING FACILITY DATUM ___-- — — , _ • 2 rtfl� -�7';K vG.rtJVE'�... ;..sf). G. 0,ff ' • . 4" INVERT AT BEGINNING VERTICAL DATUM: �,G ;/, ,� .+/Lr/6fiT OF LEACHING FIELD ,J1Jra x, f✓r 4" INVERT AT END OF BENCH MARK USED: j,4 , , o "��� ,, ty 7-rrr4v rr sue• AD/ Ak LEACHING FIELD .��..T' r'rv, /r " LUi/�, �v�C�c's�`7e rrac90ov4w"77.efN T ELEVATION AT BOTTOM ak/�iIVAc. GAPAADelR OF LEACHING FIELD - -- -- - - - - OBSERVED GROUNDWATER ELEVATIONS a•/k?. <..i rr '�...� Vie'.:. �' ✓' .._._..._ ....___ ._.__._. /. SCsc-7,r-A,' Oc? :(/?� 7l^ /s 7.r ' -4�r /3 T ' ,?.,+ ' a''::'v'l_. �„ /C...+ 7"�'.Gd.':Y3 rx:.. ✓ ;:.;e.i.�5;�Flj,.. E'T�'.,,� ./l'71:-'.�?'- �7'a'► �.'16M'irTC?iW'! "i� •d"/T�s�/Yf J . .�.._ �� �,s-tiG L ti.?..radfl C, �:� .__._._ _ -._. -- --._ ._.-_.... _------_: y- T23 aye rl"e e,7" f3C?'7?Sltl :7f LJA6� CL 4•Q _./1 / ,�.:.�"�,57,�,�� ,�,�.4— :� DESIGN CRITERIA: DESIGN FLOW. BEDROOMS AT /20-G.P.B./D ° ' G.P.D. Y REQUIRED SEPTIC TANK: CAPE COD SURVEY Fa4:,'.r' a = CONSULTANTS _�1 s,LN►, ., _ _ GAL. ALLYN '1 SEPTIC TANK PROVIDED: _ _ U-�] GAL. 3261 MAIN ST./ROUTE 6A �vILSo" ,;1 BARNSTABLE VILLAGE, MA 02630 , ' �,IZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 __DESIGN PERC. RATE: _. w MIN./INCH DIVISION OF BOSTON SURVEY CONSULTANTS INC ENG/NEED/NG SJPVEYiNG • PLANN/NG TITLE SEWAGE DISPOSAL I SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN i OF LOT 3 i j - OFF GREAT BAY ROAD i IN BARNSTABL E ( OSTERVIL LE), MASS. LOCUS PLAN: I PREPARED FOR: A� ROBERT SHIELDS ✓R. t DATE 29,70LY 1'165 _ COMP./DESIGN: SA 0/ ''j CHECK F,2,'F DRAWN- vV' I FIELD ' ' .• FILE NO: DWG NO. JOB NO > �^, IV'4''rUe*&7 scw/" SHEET. r' OF r .. ,,..w.:.u, .•n:a .rw..:r.w.:.:..n.e« uriw.aMs.w.•.,.'�°<..w- .n.>Sw .. ..,s .,,.0 .... . .,, ...« n.. -.ic .h-+w.+- ..a a...xa... . e ve.; a.#s...- ...it r.- wc issr..ti -. use. .zaa..r. ewir..a. ` we ,e+r.s a d3J• Ars64+4.I.. i � REVISIONS: NO. DATE 00 --Z' P B. 366 P 7 2 op f - 2N 'IV, `� � i \ REFERENCES 5EE Si4 9 ET Z OF FOR �I M L UC t ..t l 3'� f1}�. L O T 3 1. 24 AC. mill"` , \ 'o , STEPHEN i. ALLYN rum / t a w�al$7ry '! HITI,N t \ tom\ f 1h ( \ </ f wF�< '`,,,, � C-7 r- " c X T F117 I k0 7 GE�, ETAININJ j INv Ge' � i E L -b UO` PR�t�C)SE t7 Gr2 tit — - CK \ C /D H N p , - 5U 100 atop -- \/ER.T►cf zo ��, o _ o� -� ; i CAPE COD SURVEY *J t _. CONSULTANTS C B/DH FND �- - _ ._. ! 3261 MAIN ST. ROUTE 6A I 1 ;� `< i \ BARNSTABL..E VILLAGE, MA 02630 NOTES (617) 362-8133 INC DIVISION OF ` \ BOSTON SURVEY CONSULTANTS INC 1) PROPERTY LINES SHOWN WERE COMPILED FROM A PLAN � : PREPARED BY B A X T E R 8c NYE , INC. AND RECORDED AT THE a �� \� <� /� �' `AAA ENGINEERING • SURVEYING • PLANNING BARNSTABLE REGISTRY OF DEEDS, BOOK 366 PAGE 72 , jJ � , -- --- y �� „/(\, /' _ TITLE: / Y � !' AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND BY CAPE COD SURVEY CONSULTANTS. ` „� j� ' yf fir' .. 2) THIS PLAN IS NOT TO BE USED FOR RECORDING OR DEED / , � " l— �J m f/. a �� SITE PLAN DESCRIPTIONS. UNDER NO CIRCUMSTANCES ARE DISTANCES . SHOWN TO BE USED TO ESTABLISH PROPERTY LINES OR FOR CONSTRUCTION PURPOSES OF o r 3 3) ALL ELEVATIONS SHOWN REFER TO N.G.V. D BENCHMARK ` ` ~ v USED RM 30- EL -= 4.20 ( MDPW TRAVERSE DISK SET IN -- _ o`' "` / OFF GREAT BAY ROAD f� II CIA. CONCRETE MONUMENT ). � ,� — � � rn c 't ti ,' ``. J f 11 /N BARNSTABLE" 4) REFER TO PLAN FOR BENCHMARKS SETz TA . ` , = r © (OS TERV/L L E) MA . ' ,' • _ _...�..--f _ + .F •.-plc � 5) VARIANCES ARE REQUIRED FROM TITLE -Y TO ALLOW ---- THE CONSTRUCTION OF THE SYSTEM. CB/ DH FNC. _' �' � _ f � BENCHMARK £ �- 6) 100 YEAR FLOOD = ELEV. 12 . 00 REF NATIONAL FLOODS CB/CROWS FT FND. T. `Pf; x PREPARED FOR INSURANCE PROGRAM ', FEDERAL EMERGENCY MGMT. AGENCY �,~'`— 9 COMMUNITY PANEL NUMBER 250001 0016 C EL . = 5.42 i0 b f 41 REVISED AUGUST 19 , 1985 �� , �' ��n r,. �.w .�ca, a 4:j ROBER T SH/EL DS, ✓R. ZONt �� 1 ^ 4 �,,��: %a� ` ��.�tl� r� � ��rrr � SCA E 20 y ^/ ;r ' f ,'� '"-". •,,.- 1. C f 4 f a +c� r.. C• L� t �. c L-m 'v 1 .�'/.t c r,> C.r.J r rsJ/�+ METERS ET Ct< 9' Y o _ /3Rr'lx"A lA.��/l3Ci ri':•= T'I^d to✓/W� Wild-L.. ,r�9`h!!J S �fl S . HY D_ 38 ly�o # �� " ` <,a�•: Fig. 4 FEET o FROM— ?co F 6R � �� � tB/CROWS FT FND. — DATE: ?q T;L v; Ic?Fe- , COMP /DESIGN: �?:�✓ CHECK: US DRAWN: T. A.W. FIELD: FILE NO: DWG. NO: JOB NO: 03-1591-00 SHEET: I OF: SOIL TEST PIT DATA- J11110CAnS � M$CATES SEPTIC TANK DETAIL DISTRIBUTION BOX DETAIL: LEACHING FIELD DETAIL: REVISIONS: PEW. OS SE R VE 0 TEST OPOUNDWATER NOT TO SCALE NOT TO SCALE NOT TO SCALE NO. DATE a - D GRADE FINISNE TP _~ AaC Ck;'%E' 'EES TC BE CAST IRON, "---___.+ NO. OF OUTLETS: _ ___-- _ ,m� _� . .. . . .1 1 GRD. EL. �. g ___ GRDr. ,EL. NOTES REMIFORCEO SHALL A cCx4E ,. MC ►-rr 7* :A51-'N-P-ACIE :`WRETE TEIEq r--- -- '=�£' �R %#Aft r'LE _0YER NOTES' AM GW. EL. J�— GW. EL. __' 2 SEPTIC TANK TO WITHSTANL M- rC' -DADIN6 - - - 7--- r - -- " O - ' UNLESS UNDER PAVEMENT DRIVES DP 1 \ � I. DIST. BOX TO WITHSTAND H-10 LOADING r� �- 4 PERF;:RA'�- :C 5 UNLESS UNDER PAVEMENT, DRIVES OR — — -- __ ' _- _ S TRAVELED WAYS,WHEREIN h- 2C _�+AiJINE TRAVELED WAYS WHEREIN H-20 LOADING " " SHALT_ APPLY PRECAST orb ^� :rho 3 ALL PIPE CONNECTIONS ANL COMCRE Tf SAAW-:cl :C•-** DIST r 2 OF t ~ SHALL APPLY, �Y. , r -- PROVIDE INLET TEE OR BAFFLE WHERE SLOPE b✓ K C� CM .ONSTRUCTION TO BE WATERTr614T Mw +.+.+•- WINS" SAADIE - BOX 1 j INLET PIPE EXCEEDS 0.08 FT,/FT. OR IN j 9t" i I j PUMPED SYSTEM _-- %��-v _ 3 FIRST FEET TWO OF PIPE OUT OF DIST BO)( TO B LAID LEVEL I PRC'FILE GENERAL NOTES: 7.( =GS 6,W G 1[C .-�-_" _ -t -� PLAN VIEW ----- i ii,---- - :;M H SEFC ► ► /o'-a - L z y, YIN � ti SH ��,E 1. IS PLAN IS FOR DESIGN AND �9 !.'t I,� I - - •-a 7 y �,. MITE T_Eot- />C REMOVEABLE i��_�_. . . , .. . . .1- -...i _l11�/ ------ "OVER _ - ------- r_ _ __ . �� - <� II=III�I� _ .. ►.< CONSTRUCTION OF THE SEWAGE _ -> - - - - - - - — - i ~P~ 14M- MIN F i/8' C' , - BA H © y E" .x -- w +T.t �,2 �_�g' I PROVIDE __t - I'I 12"'MTh F _ wa-HED STONE DISPOSAL FACILITY ONLY. p I I E _2�r_.GrR .r .xr=.., _ _ 1f 5'•a 'i , ' ---------- - A. ET �'�; � yp I f , SEE II' , I I�,•I Ii-r .WATERTIG s _ _ ALL CONSTRUCTION METHODS AND *,v'*MUA 2. EPTIC c3a r3CAsT i 4•f* i? </�0ft 34) -16 ---� 'E E • N E 2 7ANR �� " a" INLET �! `'' -- r -� - , I I ' J " r W — MATERIALS SHALL CONFORM TO +6,-0 - - T L . r _ .. /.3"oTr /T �� 4 OUTLET f 8 I J/ t' / '• `' . 5 r;"j-2j c� �` L �i +• L� _ n h° H, MASS. D.E.O.E. TITLE 5 AND LOCH , ! „ I' ,-----�- .,. BOARD OF HEALTH REGUILATK)N& E • , o r -BOTTOM ) =1 =0 -1-t_ ITKOLE OAS[ 1 .1 a t. t < ' N :EVE I_ STAB1-E r CROSS-SECTION PLAN VIEW wEW --- -- -- -- - CRC';S SECTION DATE: DATE ,/1tyr g?z INVERT ELEVATIONS: TEST BY: TEST BY v r.�f._1Ll_'AJVIt 1 4;; 4„ INVERT A T BUILDING WITNESSED BY: WITNESSED BY 07- � �G��_ 4" INVERT AT SEPTIC TANK(in) f14 -6-0. ' ���• 'L -__ _ r 4" INVERT AT SEPTIC TANK(Out) PERC. RATE: PERC RATE (( 4" INVERT AT DIST. BOX(in) .-8.,�<y: MIN./INCH MIN./INCH To,v Yf. 4� ;�, �v 4 INVERT AT DIST. BOX(out) y CONSTRUCTION NOTES: dw ,r `.- ... ., ' , ,- � /� .:.G, Qir=elF' ».,F.R.�.c. � tea+.:;.'�"".srr3r+✓ DATUM: Al - - INVERTS AT LEACHING FACILITY 4" INVERT AT BEGINNING Gr9 .c � c +'Ts/ a.1.V1�✓r Y ` VERTICAL- DATUM „r.. OF LEACHING FIELD :� � _111 y/yam x N r q' 6 \'k ��------i 4;;i/r���adc s>y. r��•- 4" INVERT AT END OF BENCH MARK USED: -4 r�1 _,o; ,�,:. - � ,�� (`rr7 p,�w TR.9 vr.r2 s�' �L7 I L/T' _ LEACHING FIELD :, T JN // N D//�. GaNC T /770NviJi,t T I ELEVATION AT BOTTOM OF LEACHING FIELD ./C� .- - �- : /- - - - - -- - - OBSERVED GROUNDWATER e5 , „ v ' �: ��; ELEVATION ' - ,c .wry�'� .r?�=,..,:ifr_/,.Ep' �✓/.-// L 'S � s��.TUS T.E'e..� L J I 61qGaG �t:l:�G�r�J 7C'J4' .4:4 ell A S_c;r.,e/V /S,02 .(/7) TD /c'f-�'•wuct TNTL _— it r .P1h+76%4rI.HL. �/.0 , TY'.r�'OrL». =aJ�i�C7/G. , Et2.:,� /t7:.' T C3�i► 4'�' /lr`+t.`�13 �/'.`c"'rr, � � C.tnitirSsr"T I� _ __ G'^::+ •-du d3''T" Tt, y , "r'eE 7- .j307~'7U'0 Or _.iA c. - c4 �„c5 � .{' • + ,' � '-.�_ �,� a<.�� � -__________-._..-____------- ^ 2. ,C C•T!C!/ /�. /�- - Ta t-� -LG a: T�/G Gi;: 'Gt" C�ram' f•1 r?�`?N//t,//,�fG Ct//'9 4. G.- �..� Nti :/Y;rk r4'G/Cv,a .c;'/•1r.-ti/Lf/t' / ./ l /dE'4' Q/A" f�D�'77i^N,9L .6"/LG.. ?7."* j ---- ��.�.�� X&%V�,,,� �> .�7- 1 DESIGN CRITERIA: DESIGN FLOW: BEDROOMS AT I' )_G.P.B./D JL4s G.P.D. REQUIRED SEPTIC TANK: CAPE COD SURVEY CONSULTANTS . i� GAL. ;Gx: SEPTIC TANK PROVIDED: _ ._ GAL. 3261 MAIN ST.iROLITE 6A wILSON = BARNSTABLE VILLAGE, MA 02630 SIZE OF LEACHING FACILITY REQUIRED: (617) 362-8133 DESIGN PERC. RATE: -= _ MIN./INCH Div ISION OF _ BOSTON SURVEY CONSULTANTS !NC ' C r�.♦G --_ - _ _ - _ ._ ENGINEERING- • SURVEY/NG • PLANNING gL - ___..-- - -- - - - - ---- __.—__-- TITLE SEWAGE DISPOSAL j SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN 7-, �1 _ .vo .>:r� X J �►fyC✓<'.:. . � [� OF LOT 3 OFF GREAT BAY ROAD IN BARNS TABL E ( OSTERVIL LE), MASS. LOCUS PLAN: r ilrti L.. i PREPARED FOR: ROBERT SHIELDS ✓R. >�Gu � Jb DATE: 29 ,7u1-Y /'18 COMP./DESIGN. -'A ITV CHECK H,v.,V\ �• DRAWN. FIELD FILE NO DWG. N O: JOB NO 7 sc:tlf SHEET: OF ; REVISIONS: NO DATE yA 00 Q e v C. 1,/ 0 3 e.5 C"�_&414r 44)c'4'1 P B, 366 7 2 OP REFERENCES w 0 R FOR LOT 3 IN, 10s M A P. 1. 24 AC. , ,;`� ,� 4* � \ \ _ � �. ,.�.....,� � � y ..,� . \, `.\ `'�` �\CFO \ j'"` `, \R lq� SN� < L er r'o '�x TOP OF ;ON. (a-00' DECK CPWNL SP4(_r 31v. IN, b 4 'F _'_- N 50 CAPE COD SURVEY VE WT iC 6 L 20, -T(7) 00 HCW�',ZDVi TA L 0z P-01 C ONSULTANTS CB/DH I=ND. • 3261 MAIN ST ROUTE 6A \ f BARNS*FABLE VILLACaE, MA 02630 ca '617) 362-813,3 NOTES I DIVISION OF 1) PROPERTY LINES BOSTON SURVEY CONSULTANTS INC SHOWN WERE COMPILED FROM A PLAN PREPARED BY BAXTER a NYE , INC. AND RECORDED AT THE • ENGINEEPING • SURVEYING • PLANNING BARNSTABLE REGISTRY OF DEEDS, BOOK 366 PAGE 72 , Al TITLE: 0 AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND BY CAPE COD SURVEY CONSULTANTS. �y 2) THIS PLAN IS NOT TO BE USED FOR RECORDING OR DEED .51 rE PLAN DESCRIPTIONS. UNDER NO CIRCUMSTANCES ARE DISTANCES OF LOT 3 SHOWN TO BE USED TO ESTABLISH PROPERTY LINES OR -El- \', .,.­Y'.-c -,-- , , FOR CONSTRUCTION PURPOSES. CB/ DH F N D. 3) ALL ELEVATIONS SHOWN REFER TO N.G.VD BENCHMARK OFF GREAT BAY ROAD � .j USED : RM 30; EL.= 4.20 ( MDPW TRAVERSE DISK SET IN fl>k 11 " DIA. CONCRETE MONUMENT). ct) 8 A RNS TA BL E 4) REFER TO PLAN FOR BENCHMARKS SET. 1? Z dgy-k"r," (05 TER VIL L E),, MA . 5) VARIANCES ARE REQUIRED FROM TITLE Y TO ALLOW ll'� DH F N L, THE CONSTRUCTION OF THE SYSTEM. BENCHMARK 6) 100 YEAR FLOOD ELEV. 12 , 00 REF NATIONAL FLOOD 4 T. PR EPA RED FOR CB/CROWS FT FN_�. EMERGENCY blow MGMT. AGENCY INSURANCE PROGRAM FEDERAL �// COMMUNITY PANEL NUMBER 250001 0016C EL . 5 42 ROBERT SHIELDS, IR REVISED A U G Ul '-3 T t'40"4'�_Z. / 19 , 1985 -0' ZON E : IRF - 1 /(90 SCALE 20 ' METERS 0 S ET IbA CK S. Y D_ 3 8 19, FLET 0 r-RON-r: 30i LkB/CROW'S FT FND. DATE COMP /DESIGN: XAV " CHECK DRAWN T_ A W. FIELD- FILE NO- DWG. N 0 JOB NO: 03 - 1591-00 7 tiv-— SHEET OF SOIL TEST PIT DATA: NO CAnS 804CATES SEPTIC TANK DETAIL coo DISTRIBUTION BOX DETAIL: LEACHING FIELD DETAIL: REVISIONS. 0- pem --�- oeSERvED NOT TO SCALE NG. DATE TEST GROUNDWATER NOT TO SCALE NOT TO SCALE % SHEC GRADE TP" 1 TP NOTES SEPT TANK SHALL BE STEEL 4 #II_Et A;NC C+U"r_E' 'EES TO 8E CAST IRON, ,J NO. OF OUTLETS: �c�� ^'--''�77 -----"'"' . . REINFORCEC CONCRETE r a ^. . + _1►V-+N-P' --- — _ .... _ GRD. EL. 6, 9__ GRD. EL. 7, z _ s. E:.� -" - - x� ONCf?� E TEEs -- NOTES �� _ !k �'r�- sftCf Q WAAWICL E _OVER T - _ -_ CAM GW. EL. �* GW. EL. /• u 2 SEPTIC TANK TO w!THSTANL ++ ;:.r4D - T f ` 1 DIST BOX TO WITHSTAND H-10 LOADING ^ ' - 4 PERFi R a c t ' n 7,` UNLESS UNDER PAVEMENT, D,97VES F UNLESS UNDER PAVEMENT, DRIVES OR �" ' !� TRAVELEC WArS, wNEpEIN k 2C AGnv6 I _ ff .� SNAL� APP Y PRECAST I TRAVELED WAYS WHEREIN H-20 LOADING � T L I SHALL APPLY. h a ;6 F - 3 ALL PIPE CONNECTIONS At;K CD%r Rf TE ..w«:�a _�,E e I DIST t OF 4/ �' CONSTRUCTKk! TO BE WATEF'T►6t-iT !M•�:.6+»- -: F•MIS• EwADF - BOX I 2. PROVIDE INLE' TEE OR BAFFLE WHERE SLOPE INLE1 PIPE EXCEEDS O G8 FT/FT OR IN i PUMPED SYSTEM �.-- ----- -- ---- �I]' --- -- � .. r kv"oft b" 1 -i FIRST TWO FEET OF PIPE OUT OF DUST PROFILE GENERAL NOTES. 80)( To BE LAID LFVFL S+rip �. �✓� S G u% c/4IL{ - ,f ,A! '- --- - Let T RfMirIEAB. r _..- 2`% MIN F;NISH C;RADf_ c. 1. THIS PLAN IS FOR DESIGN AND IF —�-- J S GS 6.W. C446 j P' A N V IE W �9' S.t .1.c I. r l - j s •�•• «► E• -E.:_ COVER __:: _ 11�=1Us,,, _. _ _„l..,rr CONSTRUCTION OF THE SEWAGE --- ''G ' — --------j -- IN. A , ` JOAM- - T j► (o' wire .. r Z '1 H I=l " - __1 _Lf r� I; 2 jM 1 wt.ry' ��ED'S80NE DISPOSAL FACILITY ONLY. °i PROVIDE ` - wA.t t Tit -A I S-�" WATERTIGHT ;•' y, _ _ S`0"I _ __ r JOINTS(typ) , I° I' l' t 2. ALL CONSTRUCTION METHODS AND PRECAST 4-yr '�.�'"r►■ �u"-f' (c .r. f-1 lEE, I ., 1 II 1 t ! (LJ UP I� - TE 2 B u 1 i + er�wa+srE, eE •►' SM ,I I i r�; fi ,`; ,i,�.. : 5 ` �- MATERIALS SHALL CONFORM TO TANIL `• tatf I 4 INLET _ ---- _._ _ - , --'< -j j. '1 - E r/ I ICJ - � 4 ouTLET !�� +_ _ _� � __ " I MASS. D.E.Q.E. TITLE 5 AND LOCAL 8„ � - I; BOARD OF HEALTH RE3ULATK)NS. , 1 ,L L j . 2 q _t 1 , ° L ♦ b ► ON lly�jilEIJISIN?RIL'll?!17✓//=/i; l!/$11;T' SN 1!!/tn sllt=(lip !s/ail i: '� :A _L#L_ 6TA#LE Uft i• _r,s T L.g/ p ,R,c;R u ov LEVEL_STABt� r CROSS-SECTION BASE PLAN VIEW = 3rsS-SEC'Gh . i<NI CROSS DATE: DATE INVERT ELEVATIONS: ' TEST BY: TEST BY ,..Xr �.. � .-,' "tee�r) r�� �_.�_� .• ';, ; -4'�Tfi ' 4„ INVERT Al- BUILDING WITNESSED BY: WITNESSED 8Y: o rn ser�1_ 4" INVERT AT SEPTIC TANK0n) - 4" INVERT AT SEPTIC TANK(out) :E4 2�4.2 PERC. RATE: PERC. RATE: 4' INVERT AT DIST. BOX(m) MIN./INCH _ MINJINCH --„ ^ l: 4" INVERT AT DIST. BOX(out) Z�:_$ rr =G .v. �� ��40) OF ��ca I CONSTRUCTION NOTES: 4 _�___-_ ____ -- INVERTS AT LEACHING FACILITY �, � DATUM: f 4" INVERT AT BEGINNING AF VERTICAL DATUM' ,�/. �. 1-�, ��i�u7` ���ri { r OF LEACHING FIELD _ � _ -, b:____ ' •'^' Al-1- 4r _ —.� 1��7Ueal E a_9✓,c�"t' ':f' . INVERT AT END OF „ •''� LEACHING FIELD BENCH MARK USED az�» �c q, , o (' roPw r�rac- sc - �lsc I - s�- r /-v �i " z�i�, coovc.ee7 1 ELEVATION AT BOTTOM OF LEACHING FIELD _— c�ke Co.'AjAL GoIPAO�W OBSERVED GROUNDWATER F. •> -. , � .���'� � /:r«: TG.�''sd/,G ! ELEVATION lr Cr,lTet,A•' C�r'f3V�l., �'i+�:G:`.a/I.,`,r�G,sff��.C; !Le' `�1.�'� �v ..7, f..,....,.-..,.. i'i Z E SL /. SE C7/r>N 2 .'(/7) T:!) /k&A,,0C. 7W,- Z�11_- � 'r .4'1ei�Tare:�Jr'�G („ /.G' , Tc:..-.�� 6.. .:�u.q�IS:K,�L. f_7�,� h'JF%✓ T •C9�1'i.' k'e�'frlC'ti�—y� .4rC'c"l.+rJ .� ... - __ .._.._,_ L. CtrrrN.•,if _ _---__ .----___ , _ r.—_— _ 4,0 - '. 7a c%�L£� .N G".*,N//l,'/r?!G ev"9 4 e-- .�.� N,� ,,,�, .�ti ,y ,� .c'�+�/:°,�'•t' ..� �.� .: C�� ,��.��,��.,�-,�� ,�,�4. ;�. DESIGN CRITERIA: L)E-`7I!aN FLOW BEDROOMS Al `I©-G.P.B./D �:' '' G.P.D. REQUIRED SEPTIC TANK: CAPE COD SURVEY - CONSULTANTS o x % - =4 GAL. SEPTIC TANK PROVIDED: u . ' ,y GAL. 3261 MAIN ST.!ROUTE 6A BARNSTABLE VILLAGE, MA 02630 ' o�` ,sTE�=` Y , _• SIZE OF LEACHING FACILITY REQUIRED: 617 { ) 362-8133 DESIGN PERC. RATE: MIN./INCH DIVISION OF i BOSTON SURVEY CONSULTANTS INr-- cfoJ� ENGINEERING • SuPvEYING • PLANNING TITLE SEWAGE DISPOSAL I SIZE OF LEACHING FACILITY PROVIDED: SYSTEM DESIGN _._.. OF LOT 3 OFF GREAT BAY ROAD /N BARNSTABL E ( OSTERV/LLE), MASS. LOCUS PLAN: �- -�\ � � ` 1 ( PREPARED FOR: `= 'f*1)14- ROSERT SHIELDS J R. DATE 29 JZat.Y / 965 COMP 'DESIGN. SA K/ ` 1 CHECK F',PN\ DRAWN ,s trY FIELD. FILE NO DWG NO c f JOB NO d ?i, o N.a+ 'r-uch "t4lf SHEET QF �e �jr­- 77 A7 t REVISIONS: P40, DATE r#q W ............. Tlly Al PB. 366 F 72 4� Z, .......... 71� x J At t. REFERENCES' N v oF W-;N 4�) Fok 7"'14 5ee s�4 e F-7 a ov Z� 0� A4 4,0C.V5 A P., LOT 3 7 ' 1.2 4 AC lie" M, Exit n kt er STP e., A�q, F.V�o wmty L% &A < PROF I LIE MOWN Top 0fr Fow, N DH RL Ic qEp #A C- WpK,fND 012 N OTE S 0 0 - PROPERTY LINES ' SHOWN ' WERE COMPILED FROM A PLAN 'HE PREPARED BY BAXTER 5 NYE ; INC'.,-AND RECORDED AT 17 A. A3ARNtTABLE REGISTRY OF DEEDSO 366 PAC E 72.1 AND -D NOT REPRE$ENT AN ACTUA� SURVEY ON THE , OES GROUND BY CAPE COD WiVEY CONS YLTA N TP. 2 HIS - TO 13E USE DEED 4 N PLAN D' FOR RECQRQINQ OR T IS NOT DUCRIPTIONS., UNDER NO ' CIRCUM$TANCES ARE DISTANCE$ TO ESTAB11SH FROPERTY 1JNES OR SHOWN: TO BE' USE-P OF LOT � 3 ' Ism FOR QQNSTRVOTION PURPOSES. D,H F 1 SHOWN REFER TO N: FI,EVATION$ OFF GRE A T 46A Y ROAD 3) ALL G.V D. 2QL u RM 50- EL 4. (MDPW TRAVERSE, DISK SET IN 60111 c_ 69001EKS ku ff C-S QD IN 47ARNSTA&F I I " ._PJA CONC .I fo 4) REFER' TO PLAN FOR SENC�MARKS SE T. (015 T4,RVIL L E), IVA. F N D-D t84� F N C I 5) VARIAN-(.;E3 4,R-E RFqUIRED, F14944 TITLE 79 TO ALLOW )ON Of IRE, SYST-11.4 CONS C TH 9-�, Ile) ARK C$/f 4 R Ef '. NATIONAL FLOOD ,YEAR FOPP ELIEV, 4,00 '-f�T' F N 1) 6) 00 It A cy EL I N SUR�A N CIE IANE F, A6ENPY 00'g,9RGEN . c cofAIM Vj��F RE A c 0 %7 LE: .4 4a SCA ";0 r4W ".*i METERS ZON,F . R 1 60 44 F�E */40 S iET R;6 CK FT F DATE: 11,90 DESIG N: 40M W COMP 4W HECK: -Rrip� c DRAWN:FIELD:L FILE NO QWG. NO: JOB NO* T. p i _-t pf Ft- VILL Tk_.: ~ _. rJ F L 3• I U �.CzS• t`_At_.C.- ---G=�'-`�'- v�p t p ��-' __ -- - - - ----- �' T TF yr 9--r E t F_ VA--f7c-,3 5 C 7-c� . •� E-,,t�v f j; ?b Fc / � P ex-Po's14 / ��-- . To P fv IL _ .... -. '_ _ .•"`.ems ...-+""•.+• i i. •3 4 .. i- t..�: t'�•.. '[ . _ r �.' ,+...3 `J''-`-...,r-f P c i4"A,'� `.t' g--' C• ';-6' •��>>Y+E,. 11_`'' `. \ Y rt . _ \ p .s - k a 1 � �. /"" �' ,, _ ��=ram' _ • r . .. �1G L 1-'0 -'f L46D A-�4 T'G ) 8;'� 3SC�L�t�� 1�T) Su V��` SCf�L l �1J' 1 t . J c o:��Sc�L Tit /Jr5 D,q T�D .TLG Y �kl /ll l ��_� P- /�LA ) 3) _ Lo/ 3 c�GF �„� .j'17 f RD. APO Ht .Q ���} R-E C.a ,P-b E t7 f} T Ttt� BA�2� �T.4$ F l Y i co c, "T ,��.4,, T o f D�E a i�v P�: ,�,, - f�,� 6�1�T/� S SAS T�•u! ��4 OtJT' "�•5!�.C`� ~� , • - h c :. ��>"`.�' -Y�x` x. n A+1 S Z Sj Esc%s} 6 eo p �u A✓&� ��'-�".�-!- r5 �ri-, ,'�•� �'� _ . .- - ,_ _ -- ��- � _ --- -�- � ,vc�J t S /7- ,- �7 a orl �T 3 „ lj67 G:.TE�2• �/1LC.�, �-t/� 42�- /SSG ,_ - _ . _- _ :. Z. o/ 2Z o u �w•mrur..-,« ....,..aw. ..r.n.. w.w-.....-+-mr.-..+.r.-..... -w-.-.....w. .-.--. wwr-..-s..w--..w-r.... .... ......_.- -_._ .� . +e..y -.. -' .. ,. :.. S .- .. R - - _ r-