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0297 WEST BAY ROAD - Health
297 WEST BAY ROAD, OSTERVILLE A= 116 115 v r � act (51 q5) 2 2a�� i V � R� ���� ���� �Q�"h �l`�t'h p�a�'�Um . Y, �, � "� �QS� �� . ns�e�- v���fie. � � N -r �� COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 , OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 297 West Bay Road Osterville, MA 02655 Owner's Name: Herbert Vollmann Owner's Address: t Date of Inspection: July 30, 2005 Name of Inspector: (Please Print) Janes M.Ford Company Name: James M. Ford co ' cj .ra Mailing Address: P.O.Box 49 ' Osterville,MA 02655-0049 Telephone Number: (508)862-9400 co CERTIFICATION STATEMENT , I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP . approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditionally Passes Need urther Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: A-zust 8, 2005 The system inspector shall subs it a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of complet this inspection. If the system is a shared system or has a design flow.of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ""This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of l I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 297 West Bay Road Osterville, MA Owner: Herbert Volbnann Date of Inspection: July 30, 2005 Inspection Summary: Check A,B,C,D or E,/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static,water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health):- broken pipe(s)are replaced . obstruction is removed ND explain: 2 ) Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 297 West Bav Road Osterville, MA Owner: Herbert Vollinann Date of Inspection: July 30, 2005 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 f OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ' CERTIFICATION (continued) Property Address: 297 West Bay Road Osterville, MA Owner: Herbert Vollmann Date of Inspection: July 30, 2005 b D. System Failure Criteria applicable to all systems: You must indicate either"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 _ ✓ 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 '/2 day flow ✓ 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 l 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as -, described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply. the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area`--IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes in Section D above the large system has failed. The owner or operator of any,large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 297 West Bay Road Osterville. MA Owner: Herbert Vollinann Date of Inspection: July 30, 2005 s , Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period _ ✓ Have large volumes of water been introduced to the system recently or as part of this inspection?' ✓ _ Were as built plans of the system obtained and examined?'(If they were not available note as NIA) ✓ _ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of breakout ✓ _ 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: Yes No ✓ _ Existing information: For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C.is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. t 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 297 West Bay Road ; Osterville. MA Owner: Herbert Vollmann Date of Inspection: July 30, 2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of,bedrooms): 550 Number of current residents: 0 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): n/a Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): ------god Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): + GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ' ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes; attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 2/27/01-per as built card Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 11 d OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 297 West Bay Road Osterville, MA Owner: Herbert Vollmann Date of Inspection: July 30, 2005 BUILDING SEWER(locate on.site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or.baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last,pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): I' 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 297 West Bay Road Osterville. MA Owner: Herbert Vollmann Date of Inspection: July 30, 2005 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: —concrete —metal _fiberglass =polyethylene _other(explain): Dimensions: Capacity: gallons. Design Flow: eallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): k Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ ' (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even 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.): The D-box was level. Sneed levelers were present. The cover was 10"below Qrade PUMP CHAMBER: ✓ (locate on site plan) " Pumps in working order(yes or no):, Yes Alarms in working order(yes or no) Yes Cormments(note condition of pump chamber,condition of pumps and appurtenances,etc.): The pump was in normal working condition. 8 Page 9 of 11 o OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 297 West Bay Road Osterville.MA Owner: Herbert Vollmann Date of Inspection: Julv 30, 2005 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) .h If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 6 infiltrators 46'x 29'(per as built card) leaching galleries;number: .leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system, Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil;condition of vegetation, etc.): The leach filed was dry and clean. There did not appear to be any suns offailure ` 1 CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) ` Number and configuration: Depth-top of liquid to inlet invert: t Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 Page 10 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBS URFACE SEWAGE DISPOS AL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 297 West Bay Road Osterville, MA Owner: Herbert Volbnann Date of Inspection: July 30, 2005 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. I A g a O 3 06 s 0 3 3�l ay 10 Page l l of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 297 West Bay Road Osterville, MA Owner: Herbert Volbnann Date of Inspection: July 30, 2005 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 7'+/: feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps:the maps were showing approximately 7'+%to Around water at this site. The SAS was in a mounded system approximately 2'higher than the surrounding grade." a This report has been prepared and the-system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or.implied, relating to the system, the inspection and/or this report. 11 RECEIVED AR 44 2001 DESIGN TOWN OF BARNSTABLE HEALTH DEPT. LAND SURVEYING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE February 27, 2001 ° BSS Design,Incorporated 164 Katharine Lee Bates Road Falmouth,Massachusetts 02540 Town of Barnstable 508.540.8805 Fax 508.548.8313 Health Department 367 Main Street Hyannis, MA 02601 RE: Subsurface Sewage Disposal System Upgade David & Paula Miller#297 West Bay Road, Osterville, MA To whom it may concern: On Tuesday February 27, 2001, I was called to inspect the subsurface sewage disposal system installed by Assurance Construction. I certify the above referenced system was installed with changes (from the original BSS Design proposed plan)but substantially according to plan and in accordance with state and local regulations. Sincerely, BSS DESIGN, Inc ail" Lawrence Perry, _.... ,. 1.f s =r.. :{r.. �, ,�... '71ia :{5-c i;ij� •� ! ' ��, l .tJ.� IT<„c ryi i t s , �" F - .iF'` • :.1., a.,'"s0� ;}`r¢�}l .,l.t,r. �_� 5e. e D E S I G N f LAND SURVEYING August I, 2OOO CIVIL ENGINEERING LANDSCAPE ARCHITECTURE BSS Design,Incorporated Barnstable Board of Health 164 Katharine Lee Bates Road 367 Main Street Falmouth,Massachusetts 02540 Hyannis,MA 02601 508.540.8805 Fax 508.548.8313 Re: 310 CMR 15.000 Local Upgrade Approval Applicants: David&Paula Miller 297 West Bay Road, Osterville, MA Dear Board Members: Enclosed please find six (4)copies of Plot Plans dated July 31, 2000, a revised Application for Disposal System Construction Permit, and a Locus Map for the above referenced project. This project is to remove the existing soil absorption system(hereafter referred to as SAS) in the backyard of#297 West Bay Road, Parcel 115,and to replace it with an upgraded and elevated SAS necessary due to high groundwater. The upgrade system has been designed for a four bedroom flow and will utilize the existing septic tank( installed new in 1999) and add a 1000- gallon pump chamber. The proposed system as shown appears to be in substantial compliance with Title V, but does require a few divergences under Local Upgrade Approval to properly site the system. The items under"15.405 (1)that.the applicant requests to diverge from are as follows: (b) Reduction of system location.setbacks otherwise established in 310 CMR 15.211 for structures... 1. SAS is less than 10'to the existing porch(no foundation) (5' shown on plan). 2. SAS is less than 10'to proposed retaining wall (5' shown on plan). 3. Pump chamber is less than 10'to existing garage (9' shown on plan). Also,this proposed subsurface sewage disposal system requires a variance under the Town of Barnstable Health Regulations. The local variances per BHR Part VIII Section 9.00 is described below: Installation of on-site sewage disposal systems on marginal lots. Subsurface sewage disposal systems(hereafter referred to as SSDS) shall be located in an area where there is at least a four foot depth of naturally occurring pervious soil below the entire area of the leaching facility and the designated leaching reserve area. This four foot depth of naturally occurring pervious soil must be above the maximum ground water elevation. Since four feet of soil does not exist above high groundwater, an elevated leaching system constructed in sandy fill is necessary, thus a variance from the marginal lot notice is requested. .f The local variances per BHR Part VIII Section 10.00 is described below: Section 1.1 General Requirements 1.13 No septic system leaching facility shall be constructed within one-hundred (100) feet of a Watercourse as defined in 310 CMR 15.00... 1. The SAS is less than 100'to an Isolated Vegetated Wetland, (67' shown on the plan). Existing constraints and the adjacent wetland resources make full compliance nearly impossible. The design location of the upgrade components as shown in the back yard, is the only reasonable area on the property for a new elevated pump flow system. All system components are standard products and meet the requirements of Title V. The Applicant requests to be heard at the next available hearing to facilitate this upgrade improvement. Since this project does vary from the Barnstable Health Regulations, then abutters will be notified at least ten days prior to the hearing. Please call when a hearing date and time for this project has been established by the Health Department. If you have any questions,please call me at 540-8805. Sincerely, BSS Design, Inc. Lawrence Perry, R.S. cc: David&Paula Miller T� TOWN OF BARNSTABLE �FTHETp d�P� wo OFFICE OF i 9AWSTAM4 i BOARD OF HEALTH .� MABB p po i639• `�0 367 MAIN STREET �Fp MAY HYANNIS, MASS.02601 November 8, 2000 Lawrence Perry BSS.Design 164 Katherine Lee Bates Road Falmouth, MA 02540 RE: 297 West Bay Road, Osterville 'Dear Mr. Perry: You are granted multiple variances from state and local sewage regulations.to install a replacement onsite sewage disposal system at 297 West Bay Road, Osterville. The variances granted are as follows: 310 CMR 15.211: To install a soil absorption system only fire five (5) feet away from the porch foundation, in lieu of the ten feet minimum setback required. 310 CMR 15.211: To install a soil absorption system only five (5) feet sway from a retaining wall, in lieu of the ten feet minimum setback required. 310 CMR 15.211: To install a pump chamber nine (9) feet away from the garage foundation, in lieu of ten (10) feet minimum setback required. B.O.H. Part VIII, Section 9.0: To install a soil absorption system in an area where there isn't four (4) feet of naturally occurring pervious soil above the maximum adjusted groundwater table. B.O.H. Part VIII, Section 10: To install a soil absorption system only 67 feet away from a wetland, in lieu of the 100 feet. setback required. perry1 These variances are granted with the following conditions: (1) The property will be limited to five (5) bedrooms maximum. Dens, study rooms, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of LllvlI VIII I.IGIItQI Protection. I IIGI GI VI G, one of UIG exlJlll llg. VCVIVVIIIJ Will have to be converted to an area not to be used for sleeping purposes. (2) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated July 31, 2000, revised October 19, 20.00. These variances are granted because the proposed septic system meets the maximum feasible compliance standards contained within Title 5, the State Environmental Code. Sincerely yours, 40san G. Rask, R.S. ` Chairperson Board of Health Town of Barnstable SGR/bcs perry1 E3a' 1 S41 1 P0088 r r 2 45 DECLARATION OF RESTRICTION We, David W. Miller and Paula L. Miller, of 297 West Bay Road, Osterville, Massachusetts, owners of Lots 1 and 2, shown on a plan of land entitled "Plan of Land in Osterville, Barnstable, Mass. As surveyed for Edward C. Maher," July 28, 196,Nelson Bearse- Richard Law, Surveyors, which plan is duly recorded with the Barnstable County Registry of Deeds in Plan Book 189, Page 65, (the "Premises"), hereby impose the following restriction upon the Premises, which said restriction shall run with the land and be binding upon our successors and assigns thereto: v Any dwelling situate on the Premises shall contain no more than five (5) bedrooms unless - and until (a) such dwelling is connected to the public sewer system, or(b) the Board of Health of the Town of Barnstable permits otherwise. Property Address: 297 West Bay Road, Osterville, Massachusetts For title, see deed recorded with said Registry of Deeds in Book 10678, Page 146. M WITNESS our hands and seals this ° day of November, 2000. r David W. Mille Paula L. Miller COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. November 392000 Then personally appeared the above-named David W. Miller and Paula L. Miller and acknowledged the foregoing instrument to be their free act and deed, before me. or+wis€e PHILIP MICHAEL BOUDREAU NOTARY PUBLIC-MASSACHUSMI Philip ` ael Boudreau,Notary Public Vy Cmem. Fsb'19'2M My Commission Expires: February,19, 2004 F:HPPDOCS\REAL\RESTRIC\bdhlih\impose\dwmreslr Ldoc - ASSESSORS MAP to „Ac. !1 is s pp »At. •J^q t /a• L�7 17 ffi /a4 O/AC. _ J•AC. of h •$J AC T t . If tt � -At 4c -so to �`�T 't4c 24 B'4r .30AC. . 1� ,.� •t,y LpCUS ,'„ COC44c�i .yam ti �j?k. �N �► � d (, 9 AC- .11 AC. i ii/ w �r �~ .64-C-1 w *4C s Ohl h� ilo �o 404C i �� • /lip c, • 1.03 4c ' v ASSESSORS MAP o s= .44,w - O 14C. ® ad.c. /aa •Nl AC �1 Ale c pp lei to 7-1 24 25 .�7Ae .�� LOCUS tee ., cOc,v4c�, �~ f (44r S :s•c t�nc. Vk '►4C 44 y AD '404.. 4o . s64C bt A0 i p e�7 c. 4 t03 4c I Own 01 Bai'IIStslble Department of Ilealtb,Safety,and Environmental Services Public Health:DiAslon' Date G-29 2000 367 Main Street,Ilyannis MA 02601 {II�tleMafl, [ 1 1 � r '1° ! Date Scheduled -29 --•2 ooD rt.:! Time`'°f_ tFee Pd:_ t. Soil Suitability Assessment forSewage Dtisposal Pekbrmed By: L. Pert 2 Y Fog f�SS .DEC 16 1�1..�. Wita see By MCA. h Q;4 Z J s^Fit{0A4 PJsrrWc� r :<:. :.,.. .... .: LOCATION & GENEItAV YNFOItMkgON Location Address I owner's Name pigV/0 + PAUI,t IM`ILtfQ Address: 2:9 Mr$/!y/.Qa DST, Assessor'sMep/Parcel: .� //� i IEngineer'sNerve 3OSS IO[S14�111/ �..at•. .,l S NEW CONSTRUCTION REPAIR . f✓ ;, Telephone Land Use F Y Slopes(%) Z ' _ Surrh e Stones �0 Distances from: Open Water Body D Possible Wet Ares'ew 70"Il Drinking Water Well n.. i { Drainage Way ti 0 It Property Line 3 0 R •Other tl , l SKETCH:(Street name,dimensions of lot,exact locations of test holes dt:pere tests,locate wetlands In proximity to holes) 012 W �XISf1A boo surd TI't . ? 31� ± QRIOG, S i Parent material(geologic) G L AGI kL D VT t-JA S 4 Depth to Bedrock Depth to Groundwater. Standing Water in Ilole: 43 f to• 6• Weeping from PIt Face No Estimated Seasonal I ligh Groundwater .3� �� Q• G► , �Q_ETEI M[NATION FOR SEASONAL HI. WATER Method Used: Depth Observed standing in obs.hole: In. Depth to sot)mottles'-` - In._ _ Depth to weeping from side of obs.hole: In. Groundwater Adjustment O. Index Well N_ ._ •Rrading Date:_ Index Well level .r Adj.factor Adj.Groundwater Level_ PERCOLATIONTEST` NoT Pt)5513LC_ yJ►rtllo�T d�-WATt�n►a�(,� Observation 1L-vtr Av-,NLYS/S rAJ L rev OF' Nole N Time at 9" Depth of Perc • Time at 6" Start Pre-soak Time© Time(9"-61 End Pre-soak Rate Min./inch 1 i. Site Suitability Assessment: Site Passed_V Site Failed: Additional Testing Needed Original: Public health Division Observation Hole Data To Be Completed on Back---� Copy: Applicant 4 -- DEEP Oil Sl:hvAT10N;1[OLE LOG. � 1101e# '7 Ikplh Rom 5011 l lorizun ,Boll Tcxlure s s E. :t'i SOII Color,-'-. i Snit Uthcr r' $ ; (USDA) (Munsell) Mottling (Structure,Stones,Iloulderoti. ? u Surfaca(In.) ' .• ' Ate! l LoA04 16yk xss . of n "Amy �0�2 lib 1LZ6 3 , !1 ' .. �SoiM eQQU Z6—89 C i4 t t; eT'' pttSS��L Ov6 Try Cq✓i� 4 JAEP OBSERVA�'T1t�N>E�OL I LOW-:, , Depth from"" Soil I lorizon Soil Texture Soil Color Mottlln It Structure,Stones,houlderes. Soil offie f Surface (USDA) (Munsell) g:, l ell i ;1 7ery UCCI OBsritVATION I10LC , , � �• LOB �. : Other m Soll Ilorizon Soil Soil Color Soil (USDA)1re (Mnsell) Mottling (Structure,Stones,doulderes. n.) • •.t •✓•. �. t 1 ll CP 0 sL1tVATI01 I10LC L"' So1I01e#il o r Depth from Soil Ilorizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling (Sinrcture,Stones,Doulderes. r is rinrti)Ins rance Above 500 year hood boundary No Yes Within 3o0 year boundary No_, Yes ' Within 100 year flood boundary No_ Yes, ( ,I. t enlh of Naturally Occurring Pervious Material , ,,j , Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the j area proposed for the soil absorption system? I If not,what Is the depth of naturally occurring pervious materlal7 ('ertlFtcatlon � � I certify that on D 9 (dale)I.have passed the soil evaluator examination approved by the Department of Environmental Protection and Ihat the above analysis was performed by me consistent with the'required training,expertise and experience described in 310 CM 15.017. ENVIROTECH LABORATORIES, INC. r MA CERT. NO.:N-MA 063 449 RTE. 130 SANDWICH, MA 02563 504 (699-64 60) 1 900-339-64 60 FAX(508)&19-6446 July 19, 2000 BSS Design 164 KatherineLee Bates Rd Falmouth, MA 02540 A7TN: Lawrence Perry Location: 297 W. Bay St. Osterville, MA }r Project Name: Miller Project Number: 88 Sample ID#: Soil Sampling Collection Date: 6/29/00 Sampled By: L. Perry Lab►D#. 0006785 Results of Analysis: Sieve Analysis see attached report <=less than >=greater than By: on Id J. Saate)ct Laboratory Dir I Cam, a RENNETT & OIREILILYL Inc. Sheet 1 of 1 1573 Main Street 508-896-6630 PO Box 1667 508-8964687 Fax Brewster,MA 02631 Sieve Analysis Data and Computation Sheet Job Number: Project#88 Date: 7/7/00 Job Name: Miller Sample Number: 0006785 Sample Collected By: L. Perry(6/29/00) Sample Tested By: JAP Notes : U. S. Department of Agriculture Soil Classification used; Sample classified as "Sand", Class I soil per 310 CMR-526 Section 15.243 (Title V) ,. SIEVE WEIGHT PERCENT PROJECT OPENNING SEEVE RETAINED RETAINED PERCENT MANUAL MILLI- MESH IN GRAMS (Cumulative) FINER SPECIFICATIONS METERTS (Cumulative) 2.0 10 4.1 1.2 98.8 1.0 18 1.6.8(20.9) 4.9(6.1) 93.9 very Coarse sand 0.5 35 88.3 (109.2) 25.8 (31.9) 68.1 Coarse Sand 0.25 60 113.3 (222.5) 33.1 (65.0) 35.0 Medium Sand 0.15 100 86.3 (308.8) 25.2 (90.2) 9.8 Med.-Fine sand 0.075 200 26.5 (335.3) 7.7(97.9) 2.1 Very Fine Sand PAN 7.2(342.5) 2.1 (100.0) 0.0 Silt/clay PASSED MESH SIEVE 342.5 100.0 TOTAL Sample Weight Wet: 396.3g Sample Weight Dry: 342.5g Percent Moisture: 13.6 ABUTTER NOTIFICATION DOCUMENTATION FORM DATE: 08 16 2000 TO: Town Of Barnstable --Health Depattment Direct Abutters List SUBJECT PARCEL: MAP 116 PARCEL 115 ADDRESS: 297 West Bay Road Osterville , MA MAP 116 111AP 116 PARCEL 117_ PARCEL 007 Barbara Curran Perkins Robert o t ��r^� n Moran 129 Canton Avenue 127 LeP nriyp_ Milton, MA 02186 Concord, MA 01742 PARCEL PARCEL 015 - �� Benjamin B. Deborah A Baker Annette M. O 'Reilly _ 29 Water Street 336 Main Street South Dartmouth, ara n��a8 Winchester , MA 01890 PARCEL 011 111 P . Callahan & Mary F. Colarusso Richard 289 West Bay Road Charles M. Bayer. Jr . .TRS. Osterville, MA 02655 725 Canton St . Norwood, MA 02062 PARCEL 024 PARCEL Stefan & Cynthia R. Seidner 795. Fairfax - - Birmingham, MI 48009 __ DATE ABUT'J.'ERS WERE NOTIFIED: co SIGNATURE r � P.02. /-99 15: 10 BARNS HEALTH DEP 1' 5U£379UG3U4 Date__August 16 , 2000 Dear ABUTTER 1 am writing to inform you of our request for variances from the State E:nvirorunental Code Title V, and from local Board of Health Regulations in regards to our new septic system which will be installed at 297 West Bay Road, Ostervi lle, MA We are requesting avariance from 310 CMR 15 .405 ( 1)6 So; j Ahso n .i o n Sys . ( SAS) setbacks _SAS less than 10 ' from porch SAS less than 10 ' to retaining wall Pump chamber less than 10 ' to garage Barnstable Health Regulations Part VIII Section 9 - Marginal lot Section 10 ( 1 . 13) - SAS less than 100 ' to an isolated vegetated wetland. The Board of Health meeting will be held on Monday_ S pjjember. IS , 2000at 9:30 AM or as soon thereafter as practicable at the Second Floor Conference Room, New Town Hall, 367.Main Street, Hyannis, MA. The letter is to serve as an official notification to abuttor(s). Sincerely yours, BSS Design Inc . for David & Paul'a Miller Name Q,j,,ul thlwp fi lc s\abbu for TOWN OF BARNSTABLE � �,�`' ,ram �✓ G ,p _ LOCATION _� � S✓` �� n�� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT I6 Ilzf- INSTALLER'S NAME&PHONE NO. CZIA-414AIC Z�IAIC S SEPTIC TANK CAPACITY /'���0 JL00 0 42h9 4 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS , BUILDER OR OWNER ���� PERMITDATE:_ Z/ 2Z ( COMPLIANCE DATE: L? 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 ' S 30kl- - �, � 3 7 .. -33 • 6 TOWN OF BARNSTABLE (,�l� (� pp LOCATION QAy It� SEWAGE # o�qD/' ViLLAGE_� BfViI`�- ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Mb 060 001, PUM0 -14 LEACHING FACIL=: (type) (0 //1'1 i d�0/j (size) y�x NO.OF BEDROOMS J J BUILDER OR OWNER PERMTTDATE: 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 leachin�facility) J Feet Furnished by bn FD/C. be a £ O O !� No. Fee s�J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippfication for Dioogal *r5tem Cow6truction Permit Application for a Permit to Construct( )Repair(Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Z 61'1 kAXS} ?N4Lj VOA Owner's Name,Address and Tel.No. Assessor's Map/Parcel CD& v I �. I tS F, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: ,r Dwelling No.of Bedrooms_ Lot Size - 700 sq.ft. Garbage Grinder( ) Other Type of Building SV0. No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow <D--5 O gallons per day. Calculated daily flow Y 5 t4. I gallons. Plan Date 3 , tau b Number of sheets `Z Revision Date Q(t . ICI Title Size of Septic Tank 1.500 Q)0 I al Sh�Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b thi Board of Health. Signed Date D Application Approved by C Date al 970j, d Application Disapproved for the following reasons Permit No. Date Issued ,t .J Fee.- l , � Entered in computer: .; THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs,MASSACHUSETTS .: ppliration for Migozar *pgtem Conotruct on Permit i Application for a Permit to Construct( )Repair(Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2 GI'"7S} .� Owner's Name,Address and Tel.No. Assessor's Map/Parcel a-7'c�� I L� ` 'Lp I I S 9U y a os'_.5 C> 0_7 1- Installer's Name,Address,and Tel.No. ,i�j Designer's Name,Address and Tel.No. Type of Building: ,r Dwelling No.of Bedrooms Lot Size -20 ')DO sq.ft. Garbage Grinder( ) Other Type of Building la No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow `gallons per day. Calculated daily flow -4 5 Y . I? gallons. Plan Date� 31 , ZCD Number of sheets 2 Revision Date CDCT �Z� Title Size of Septic Tank 1500 CA(x I ( y I S Type of S.A.S. � u Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: \ Agreement: ent: `:, The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. E. Signed Date D Application Approved by 4 (,An e 2,N� Date 1,1a Application Disapproved for the following reasons 'S Permit No. '��� '�/sue- Date Issued C7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Co ucte ( )Repat ( )Upgraded( ) Abandoned( )by at yr as been c (tructed in accordance with the provisions of Title 5 and the fox Disposal"System Construction Permit No. dated 9 00 . Installer Designer The issuance of this permit sloll not be co strued as a guarantee that the system wil functt as-des-i" .e Date D J Inspector, --------------------------------------- No. - �,p?jl'` Fee JLJ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE., MASSACHUSETTS ENGINEER M°JST SUPERVISE Oioogar *pztemc Con,5tructiou p "(WINGING E INSTALLATION AND CER 'IFY IN Permission is hereby granted to Construct( )Re air( Upgrade( )Abandon( ) THE SYSTEM WAS INSTALLED IN STl�21+�T System located at c�� w-� V A ACCORDANCE TO PLAN' and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. ` Date: <P C)I Approved by I. TOWN OF BARN1STABLE LOCATION 7 G 14 /` �' ��✓ SEWAGE # VILLAGE : STf���,G-J ASSESSOR'S MAP & LOT/��� INSTALLER'S'NAME&:PHONE NO. ;/O/t/r /14114 L ZA16 SEP`ITC'TANK CAPACITY LEACHING FACILITY: (type) /14,�411— ZZIRS (size) _ .J "91 NO. OF BEDROOMS BUILDER OR OWNER J' PERMITDATE: Z1 22- 7�COMPLIANCE DATE: 27 �' l i 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 within 200 feet of leaching facility) Feet on site or g Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 y � • "�, _ �,�_,� � �'�_; � � -� ! I is `� � � - �7 9 o. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS application for Mioozal 6peum Construction Veermit Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) ❑Complete System LJ Individual Components Location Address or Lot No. 2 9 7 Mes7-6,i�/ Owner's Name,Address and Tel.No. QS TM►/1 t.(� j7Av/0 �-14 L A- t l I L C Assessor's Map/Parcel pa 0 X Z o aS '�UJ 3©e �} 18 Installer's Name,Address,and T 1.No. Designer's Name,Address and Tel.No. 5-013 - -40 30* 5g,� �vr,,o—a �- H-rra- 2GZ � 4- K� Ls� >3A� �20. �wc.r� Type of Building: ✓ +- Dwelling No.of Bedrooms Lot Size Z01 70©sq.ft. Garbage Grinder(rJ0) Other Type of Building S F !-f No. of Persons Showers( ) Cafeteria( ) Other Fixtures _r`ti_ Design Flow gallons per day. Calculated daily flow _ri �J - ►'t �Mons. Plan Date TU�-� 634 2!6 i Number of sheets - Revision Date ; .......© Title rpt_u P L,mil t_-x/-I T/lu 6 heo y.3e-- f su a &--I-_S-t-wKFC1,c 6 aP.6 S4-L s ys Size of Septic Tank �j i/nJ to 16-0 n rm-t_s, Type of S.A.S. 4; .S7)/7yPAaX 1,hi L-m� f� Description of Soil, A S A7✓0'J l-b� b��� � Loy wl .r4W /Z- 2-6 Nature of Repairs or Alterations(Answer when applicable) 1 lei F ld t sSr�—yj � Date last inspected: l7 0 � (A Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Bo d alth Signed Date Application Approved b ' Date 4 .-� Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site:Sewage Disposal S_yste t trluc�tj ai "bAdlUpgraded( ) Abandoned( )by '�/ (4�_,ti a �/✓0 it n r G�a°,/ � ��^ ->n! ,gnyn rr-RT€F-y AP i[ A at �57 6✓6S713�2j 14` THE SYSTEM WAS �Il e�nLe`o�t�s`tntcfed1ji ac ordance with the provisi of it' /and for Disposal System Constructions ern t'ROo NC930_Y s dated W,Z �'U Installer +' Designer The issuance of s permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No -E .�-7,.m:.P� 5.�- �, x'-c., .°... , ti �n�.� Fee PA-/� r. a THE COMMONWEALTH OF MASSACHUSETTS` Entered in computer: P,UBLICAEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for,Migozal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) O Complete System LJ Individual Components Location Address or Lot No. G 7 wesrb y,Q,Q, Owner's Name,Address'and Tel.No. OS �►L E' pA'" p t P� t, ,q ra i rC-X Assessor's Map/Parcel f/6 Installer's Name,Address,and Tel.No. Designer's,Name,Address and Tel.No. 5 06 540 ARC CIA Tc`i i `iV l^77 4. F., pew a SS 0t�Y16 A/ /A/ C. 3 * 9°I , '�( NN1I 4.- h-rn vzL] lb KA-'r4 L-e-It- 6A7rS QO, r-ALr�v✓ rT Type of Building: t t & Dwelling No.of Bedrooms "'� Lot Size Z 01 /®o sq.ft. Garbage Grinder(tjp) Other Type of Building .S F 14 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �� t _ aTlons. Plan Date SU L �°' ,y© / t' - Z 06e) Y �� 2 fY Number of sheets Z Revision Date GT. oiL Title PI-0T Pt_ArJ je�y u f/n/eA you_SE"" f Sud Sua.G,�Ce'S�L✓�(.��' Jai fps fn ry Sys Size of Septic Tank 9i 1.5 r/n J G /SD e) 6 L,S,�1Type of S.A.S. G�',_57�OA4,0 W Icl L 7 r7 RT92_5 Description of Soil T7 .SA7VOY L-0,4M .0--/2-z�. B I.OA-M ! _61.1V/� 2 C Cb1-t,S� 7-4— 8g"r Nature of Repairs or Alterations(Answer when applicable) U P G t2 r-�-Q t'—_-_ A A4-J L /rJ C S )L/J nn!r 4 !f duo R r-70QC. "0^J V110&-1t Ldtsrc_ j pG v2"1-' A -L_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site 'ewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in peration until a Certifi- cate of Compliance has been issue Ay this Board of H alth 111 Signed Date Application Approved b Date Application Disapproved for the following reasons Permit No, Date Issued ----------------- THE COMMONWEALTH ^OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed;(,, )-Repaired) )Upgraded( ) Abandoned( )by at -251 77C.A.,.,,( c,l` r/ , +" °' ° �' has been constructed in accordance with the provisi of Title and for Disposal System Construction Permit No ,. �; �-da ed �Z z��U Installer /spernut,sliall � Designer The issuance oft not be construed as a guarantee that the system will function as designed. Date -`r, � —: �. Inspector,;`��' No. ' . _ . . . ..Fee THE-COMMONWEALTH OF, MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS - 1 igogaY *p0tem Construction Permit Permission is hereby granted to Construct(L,--)'Repair( U-_rade( )A�b�annddoo._�( ) System located at �;� / c ''��_-., €PJ�IMEE MUST r9�e�ivae�� and as described in the above Application for Disposal System ConstnMTioiiLMiK*' kl pSERT +6Ve'dogilizes his/her duty to SYSTEM WAS INSTALLED IN S fl,t T ,comply with Title 5 and the<following..local provisions or special condib�s ;.A (, 8RDANCE TO PLAN-. ., Provided:.Construction must be completed within three years of the date of thirmit. _ Date: o � `"Pr?) Approved b 1 l n TOWN OF BARN TABLE LOCATION �.8 k/ S J3 12 SEWAGE # a-�• gg_,S-7 VILLAGE O.S�-wVi�Ile- ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. a SEPTIC TANK CAPACITY Sod Lr-- loo y LEACHING FACILITY: (type��� NO.OF BEDROOMS BUILDER OR OWNER L SO PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by f a Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of ��� I� Environmental Protection 2. 8 1997William F.Weld [ APR HEALTF:L ��Governor ow O RF, Trudy Coxe secretary,EOEA David B. Struhs Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM I I PART A CERTIFICATION Property Address: ZL91 We-5 CII7_QviI1-e Address of Owner: Date of Inspection: 1 7 (If different) Name of Inspector: e, tz. Company Name, Address and'telephone Number: CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper.function and maintenance.of on-site sewage disposal systems. The system: Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority Fails 01 inspector's Signature j Date: J The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and-the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sen; to tre system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: AJ SYSTEM PASSES: , LZIve not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. BJ SYSTEM CONDITIONALLY.PASSES: --�= One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no; or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined"; explain why not) The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised a/is/95) 1 One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 t Printed on Recycled Paper t SUBSURFACE SEWAGE DISPOSAL SYSTEM4NSPECTION FORM PART A CERTIFICATION (continued) Property'Address: cl Owner: ,L..cwh4e,-T Date of Inspection: �-1L1--,t7 BJ SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced _ The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed 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 the public health, safety and the environment. t) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL"UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,1F APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The cvSlem has a Septic tank ana soil absorption system and is witlliii i00 (Cci iu a su'- 1ha,Ei SuaNi) Oi tributary, t0 a surface water supply. _ The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. _ The system has a septic tank and soi! absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm• DJ SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an 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. (revised 8/15/95) .2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: acl-7 Owner: Date of Inspection: D] SYSTEM FAILS (continued): 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 1/2 day flow. N Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped /y Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. M Any portion of a cesspool or privy is within a Zone I 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above:, The design floe• of system.is 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area (IWPA) or a mapped Zone II of a public water suppiy well! The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 8/15/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART.B CHECKLIST Property Address: oq7 w.3 7 O S1 r Owner: "►nf7bar Date of Inspection: 1-1y-r7 Check if the following have been done: 1/�umping information was requested of the owner, occupant, and Board of Health. vNone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. built plans have been obtained and examined. Note if they are not available with N/A. ✓fihe facility or dwelling was inspected for signs of sewage back-up. eeTl a system does not receive non-sanitary or industrial waste flow L he site was inspected for signs of breakout. system components, excluding the Soil Absorption System, have been located,on the site. �e septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. vThe size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. fdCil{,) c.•re occupy^ts, if d Sere from ov;ne.) were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 8/15/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION1ORM PART C SYSTEM INFORMATION Property Address: �-97 &L , GA Y 0 S% Owner: C_c&►�,pt,T— Date of Inspection: L/4 7 FLOW CONDITIONS RESIDENTIAL: Design flow: DJO ttatons Number of bedrooms: Number of current residents:. Garbage grinder (yes or no); Laundry connected to system (yes or no):N/ Seasonal use (yes or no): f Water meter readings, if available: !`l ( - Last date of occupancy: �—,>1cccc1"T COMMERCIAUINDUSTRIAL: Type of establishment:_ Design flow:_gallons/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non-sanitary waste.d ischarged to the Title 5 system: (yes or no)_ 'Water meter readings, if available: Last date of occupancy: OTHER: (Describe) Last date of occupancy:. GENERAL INFORMATION PUMPING RECORDS and source of information: n a� System pumped as part of inspection: (yes.or no)_ If yes, volume pLimped. gallons Reason for pumping: TYPE O YSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes,attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components, date installed (if known)and source of information: Sewage odors detected when arriving at the site: (yes or no) /� (revised 8/15/95) a SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: c>19 7 W CY t Owner: (—,r,,vh Date of Inspection: SEPTIC TANK:/ (locate on site plan) tl Depth below grader . Material of construction:;Yconcrete,_metal _FRP_other(explain) Dimensions: rLLC Sludge depth: I`' t 3 t t Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 1% Distance from top of scum to top of outlet tee or baffle:_ N Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage;etcJ r,��x-'e-' GREASE TRAP;!`s (locate on site plan) Depth belo%�, grade: Material of construction: _concrete _metal _FRP—other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: - D;ctance from hottorr ni artnn tr tlpttnm of otript tee Oc battle- Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to.outlet invert, structural integrity, evidence of leakage, etc.) (revised e/15/95) 6 a SUBSURFACE-.SEWAGE DISPOSAL SYSTEM INSPECTION:FORM PARTC SYSTEM INFORMATION (continued) , Property Address: c1�? (/U, OST Owner: ,-T- Date of Inspection Lk-P:-7 _ 1¢ TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: Material of construction: _concrete metal FRP_other(explain) Dimensions: Capacity: gallons Design flow: gallons/dad Alarm level: Comments: y (condition of inlet tee, condition of..alarm_and float.switches, etc.) s DISTRIBUTION BOX: V, (locate on site plan) Depth of liquid level above outlet invert: Comments (note ii ievei and distributioi- eyua, e,1dence of solid_ ca:rta.er, evidence of leakage into or out of bdx, etc.) PUMP CHAMBER:_t__1 (locate on site plan) Pumps in working ordec(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) a trevised 8/15/95T 7 ae - a SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION'FORM PART C SYSTEM INFORMATION (continued) Property Address: a�'7 (/U, Br,,{ 2Q. QS I r Owner: l..rA*vb Pie,-V- Date of Inspection: '� '��� SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible; excavation-not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields; number, dimensions: overflow cesspool, number: Comments: (note condition.of soil, signs of hydraulic failure, level of ponding, conditioy of vegetation,etc.) Abdo ��y (o.c.D7T/UL�. C' CESSPOOLS: (locate on site plan) Number and configuration: Depth-top of liquid to inlet.invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of grounclwate-. inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Com ments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 8/15/95) B ,SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: ;�-Ci7 il.?tST 1314•t 120A0 OSTJ:1ZtA Owner: Date of Inspectio SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' I Army DEPTH TO GROUNDWATER Depth to groundwater: I feet F� method of determination or approximation: D IL Pi 1 t S O Ue— y.S,G•S h4��� �,ar'rev- �}.'[�dSTm e...TS v (revised 6/15/95) 9 a Nov-17-99 15:-10 BAFZNSTABLE HEALTH DE PT . 5067906304 P.01 Tli[ DATE- FEE: i 7 MASS. a soJ9. `�g A .. ' Town of Barnstable REC: BY \ SCHED. DATEt Board of Healtil 367 Main Street, Hvannis MA 02601 Office: 508-790-6265 Susan G.Ra�K,R.S. FAX: 508.790.6304 Sumner Kuul'man,M.S.P.H Itulph A.Murphy.M.D. VARIANCE REQUESIFOKH LOCATION Property Address: 297 West Bay Road, Osterville, MA Assessor's Nlap and Parcel Number: 116/115 Size of Lot: 0 .47 acres Wetlands Within 300 Ft. Yes X Subdivision Nante: None No Business Name: N/A APPLICANT CONTACT _'F_R5Q. Name: David & Paula Miller Name: Lawrence_Perry_ for BSS Design, In( Address: P.O. Box 250 Osterville, MA Addiess:164 Katharine Lee Bates Rd. , Fal . Phone: 508 385-3018 Phone: 508 540-8805 FAX 508 385-4119 FAX: 508 548-8313 VARIANCE FROM RE(' (List Rey.) Q[1 VAIZIANC f(Maq nnac11 it'more$ ace heeded) 310 CMR '15 .405 1 6 1) SAS is 51 from Porch rNo Foundation) ( 1 ) SAS 101 From Porch 2 SAS 1s 51 to_ Retaining Wall- ( 2) SAS 101 to Retna. Wall 3 Pump Chamber is T1 from Garage (3) Pump Cham_ 101 to GarageL4) SAS will be constructed on a marg.lot H BR Part VTTT SPr-t -A Mar-g. Lot 5 SAS is 671froman Isolated BHR Part VIII Sect . 10 Wetland . 1 . 13 o septic Sys . shall ---- -._ .....� be constructed W/I 1001of water. . . Checklist(to he completed by office staff-person receiving variance request applicaturti Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified lnnil at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage rcgulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected IpoteerorhrryuaidmudillrnlunNot"'11,4rce,enap nnn:eW.—Allteameowna:haneunyt..e,U,de Jinmy vnienu reneweb lfeme nwnn/Isaeoe mnvi anu vniancer le-.eDeir f3ew ee«aec doriso evuem%1.,Av.1'm e ws'.n ra-he Mnidn,y prnlmedlt Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S.`,Chairman NOT APPROVED Sumner Kaufman, ht.S.P.FI. REASON FOR DISAPPROVAL Ralph A Murphy, M.D. Q:/WP/VAR1RE(i ii ,, N ASSESSORS MAP .: f » to flat .H AC. aim •�� ♦YA� _ �,OAc. • ► • 4c. ® 1 . � 23 , h .l J AC f. AO is ..t i*A - 24 34 Ac: Locus 'A�y coc11,c�Ise?, i�Ac. 1tAc. .� ii/ �► r 4*4C , 444C �o4c '° � .J0 r �� t o c. t�� ✓/f ASSESSORS MAP r gOno 22 •&#At .Ia4t _ •l J.AC � i /f A t � o � T Q ,f4c - tt l� 14A .�� � �a .s1At. Lp_CUS .,�e cocIa � , .yam • !' �! t'Ac. �� I iN lot B �, Ac. Z�AC lT • a *4C o h� sloes A�. e V f C4 �o C. OV '4 a 304C t �� �• + rb� Ao i p .e44 c. 144 elf i O U Vl C, �3�.�`FFFFFFz�� 6 141 fill; s 0 ___ -, Q cn OT - �v�conV Gum W' EZ PROP+rs® O W cn '� I OH74}I � E Ls - ��—J I OFFICE - F- pJplLtlfc.p�tS1 I �� I ---_- WINDOWEMOVE eOICr. c{a II `a wL+DCw PROVIDE NEWJ j I KITCHEN A G ® AM04 GO. CA.NEW 5w NEW%• BEAM OR VERIPYi 1 D EXISTING PROPOSED - 4-O' H BOXED SEAM - ". 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I r I I i I _ I I i I 1 i 1 i I 1 i : I: ' : I I I 1 _ I - i�L I 1 - I' 1 1 t LI - L - 1 I .IL_�j.JJI I I .. I , 1 I I :. 5111t1 I � - I $Gti PpteV. pd lweec� ,tS J � �+jG, _ - 2K , 1 14N� TF s ,� y'Cwe 4*1 AC'"' s Tea al PDA 2.EL`o tie —� La L41 I btOu t N e pooA." Dec le- t� 940-WE Voc-c.M LIv ►Njim 3 C>ar— ?-OH(N R—as �. . I 20,4„ - 20'-U' I I N j A4 Ij s RINSE A STATION B 1. A4 UP Y I I I DN. 2W x 6'8" PKT.DOOR FIRE RATE I I I HALF W L u Q in 2'8"x 6'8" I O I BATH 1 1 A y . . SINK 18"DW 30"U.C. :,. C REF. a a IIECC2012 RESIDENTIAL ENERGY EFFICIENCYDETAILS �\ ifi .'CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ' 1 14'3" L"� b, qV 'TABLE,402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) _ , N �FENESTRATION.IS —IGHf CEILING '— FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL tV GUEST jLLFACTOR OR R-VALUE R-VALUE R-V/LLUE R-VALUE R-VALUE R-VALUE I A 4 � 0.32 0.60 49 1 20 30 1 ISMS 10(2FT.DEEP) 10M3 GARAGE INSTALL(1) ROOM SMARTVENT IN " - F 3K,2J iNOTES: ? GARAGE SIDE (VA ULTEDCEILING) i1 R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. I� - '+- ® WALL- �' - I 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR,:EXTERIORKING �! - - - )- BED I i OF THE HOME OR R=15 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL REFER TO IECC 2012 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS • I - T N k 1 Iv _ INSTALL ONE SMARTVENT MODEL 524 IN EACH OVERHEAD DOOR(2 TOTAL FOR 365 S.F.OF iv 3KZJ .% SPACE) eN I' I 3J 8.0" TO"O.H.DOOR 3J 3J 8.0"x 7'0"O.H.DOOR 3J - 3K,2J 3K,2J ——— ——— i I 1 T— (', 3 1 FWHID606EL C i l _ - :• BALCDN � NOTES: ¢ I: L___ ! 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS BALCONY ABOVE ———J &DIMENSIONSIN THE FIELD " Aa i 2.) CONTRACTOR tO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, k; 4 -&3' ^, -0 2-4" 4' ' 4'4" 2'1" 3-&' DETAILS &FINISHES IN THE FIELD WITH OWNER r V�6" 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 6-0" e'o" 6•4' FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR g 20'4" 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS. 20'-V STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 [' FIRSTFLOOR PLAN h E C O N F LO R P LA N 5.) ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. r ��. -6.) 110 MPH EXPOSURE C WIND ZONE .� CD _ 7.) ALL SHEETS OI=PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, T7 i OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING I. (B SMOKE DETECTOR - : c � +' 8.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD Q CARBON MONOXIDE DETECTOR p T 9.) ALL EXPOSED:SIMPSON PRODUCTS&FASTENERS TO BE MADE OF STAINLESS STEEL f: ®HEAT DETECTOR 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL I' Q SIMPSON COMPONENTS f 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABSTO BE l WINDOW SCHEDULE I 12.)VERIFY 00Ps1 VERIFY ALL PLUMBING&ELECTRICAL DETAILS 1N/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 13.j THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA, EXPOSURE"C" I A ANDERSEN AAN2620 2'-6"x 2'0" AWNING &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF 6 B ANDERSEN AOVLD2640 2'-6''x 4'-4" CIRCLE' MASSACHUSETTS WIND SPEED MAPS C ANDERSEN ADH2644 2'-6"x 4'4" DOUBLEHUNG' 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING j VERIFY ALL WIND BORNE DEBRIS PROTECTION 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 15.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE 2.ANDERSEN ASERIES IMPACT GLAZING WINDOWS WHITE EXTERIOR lb.)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING j LOW-E HP 4 GLAZING W/SCREENS&STANDARD HARDWARE 17.) THIS PROPERTY IS IN AN AE COATSAL FLOOD ZONE EL.12.0' i i TE DESIGNER SHAL L BE NOTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON SCALE DRAWING OF F7" COTUIT BAY DESIGN, LLC NEW GARAGE FOR a CONSTR!j THESE CTION. HPRIOR EBUIL BUILDING CONTRACTOR TR NO. sWN W1LLBEERESPONSIBLE OR IT ECONTENTTOR 1/4" - 1L-OLI \ - IN THESE DRAWINGS IF CONSTRUCTION 43 BREWSTER ROAD AA IKENZ1E CC,M�OFF RRDRSORNGT ONS. MASHPEE ,MA. 02649 PAPADELLIS RESIDENCE OFE THE DINNER ONOTEDSANY OTHER THE DATE : r PH. (508)274-1166 R eT / /� THESEDRAFTHEDEIGNER NERTHEEN 10/23 Al /2015 FAX (508) 539-9402 297 WEST BAY ROAD OSTERVILLE:, MA `�8�'NAL� '° 2� ACTONSENT OF THE DESIGNER UNDER THE n 8 ;I ARCHRECTURAt COPYRIGHT PROTECTION I II NOTES: LIST OF DIVERGENCES (TITLE V� BSS LEGEND: 1. HOUSE No. 297 WEST BAY ROAD D E S 1 G N x 7.50 EXISTING SPOT GRADE 2. ASSESSORS No. MAP 116, BLOCK 115 2. SAS LESS THAN 10' TO RETAINING WALL. PROPERTY LINE 3. ZONING DISTRICT. RESIDENTIAL C 3. PUMP CHAMBER LESS THAN 10' TO GARAGE. CB■ CONCRETE BOUND 4. FLOOD ZONE: ZONE A13 (ELEV. 11) 4. 17.4% REDUCTION IN SAS CAPACITY FROM 5 BEDROOM FLOW. LAND SURVEENGINEERINGYING 1P 5. SPOT GRADE ELEVATIONS ARE BASED ON LANDSCAPE ARCHITECTURE ® TEST PIT NAT. GEO. VERT. DATUM, BENCHMARK; LIST OF VARIANCES (HEALTH REGS.1 OHw EXISTING OVERHEAD WIRES TOP OF CB GRATE, ELEVATION 6.80 . G EXISTING GAS SERVICE 6. ALL DISTURBED AREAS SHALL BE RESTORED 1. SAS LESS THAN .100' TO ISOL. VEG. WETLAND. ass Design. Incorporated WITH 4" OF LOAM AND GRASS SEED. 2. MARGINAL LOT (LESS THAN 4' OF SAND...). 164 Katharine Lee Bates Rd w EXISTING WATER MAIN Falmouth Massachusetts 02540 EXISTING UTILITY POLE 7. EXISTING SEPTIC TANK SHALL BE UTILIZED & RE-PIPED 50a540.8805 FAX 508.548.8313 AS NECESSARY W/ PROPER TEES & GAS BAFFLE. 8. EXISTING DISTRIBUTION BOX & SOIL ABSORPTION SYSTEM N SHALL BE EXCAVATED & REMOVED FROM SITE. N w 7s6 cv CBDH V BUJ Q 1• g■,0.78 Z V) C�9 x 8.08 -�9 7.64 OHW 5 OHW- 89 x 7.93 OH.. 41 DISC 0.96 0 D Q x 7.59 10.68 O 0 OFCn o = BRIDGESTREET APPROMMATF LOCA AOYV OF 00 0 N Iz Q � EXIST. D-BOX AND SASQ Z Qwj m W BENCHMARK: TOP CATCH BASIN ya GRATE ELEV. 6.80 CATCH BASIN p '�^ � 6.8 1�'^ 99 Q Z V) a O D aS 90 0. cc D 9 D �� D 6.71 I Q?s x O " (n G LL.I 91 o 125.00' _ FENCE _ • eya oO°, w w La o U 22 10 " R� o J ^((a GATE PINE o SAVE x 7.2s o N 25 2210 E cv \2 Q I 3 � V) PINE HSPACE 77MBER DECK dr STEPS TO BE REMOVED04 W Q o V) Q N 3 0o Z W � °J 7 EXCAVATE dr6REMOVE UNSU/TABLE SOIL FROM 5' AROUND SAS DON4V�'�1 O 8 Q TO 3 BELOW GRADE, & REPLACE w/CLEAN SANDY SOIL PER A7LE V - cV Q U 6 STANDARD INRL TRA TORS w/ 4' OF WASHED STONE x s.12 TAP EL. 9.5 '' 0 91 rn J � N J o ALL-AROUND & BETWEEN CHAMBERS' BOT. AREA=17.66' X 34.75' - CONC BLOCK O O: J N 8" THICK P.C. CONCRETE' 29.0 Sr46.0' 10.8 (WA TERPROAF) LOT 1 ,, 3 ,., 0 N o 1P CRABENEATH PORCH RETAINING WALL & FOOTING 0. .94 x 5.40 10,400f SF CB (a �- °�° W 0 co DISC = 122.7 V) o O to a W Ln WMOVE DECK ALARM AND Z ~ 00 N 50, OFFSET x 5. fZ.4G POLE _ 7 a 9,24 CONIROIL PANEL W W J z Ix W Q 0 r CEDAR \ E -E E /N CELLAR TOWN Q a J O r r" x 6.32 x 4.73 1 } WATER 01 7 II scole t0 xb 8Ln LOT 2Cb 8.33 EXISTING Ir 0) r 1"=20' OAK x 4.57 5.9 CHAMBER EXISTING s'9 HOUSE W II dote 10,300f SF x 4.50 °K F.F. EL. 11.6 cr p x 6.78 `a SEPTIC TANK 9 11 �l JULY 31, 2000 �.e m to CQ Q (7 OR drown o y9 6� y6° 1s �a` ,6 x� � LMP J a x .a o EXISTING -----v 11.46 ch� MAPLES I GARAGE PAVED DRIVEWAY Uj cc 0 \ e9 job number J h ,6 96 Oyw 2K088 FENCE 125.00' FENCE 6.44 130.89' (130.80' RECORD) 11.64 can 1.6262 title N 25'01'00" E SITE PLAN WET1 WET3 1 OF 2 EDGE OF WETLAND o , I AL EDGE number AL JIL IL AIL 0 P6-36 PROVIDE CONTROL/ALARM PANEL TO BE FIRST 2' OF PIPE SOIL STRIP-OUT REQUIRED ELEC. MARE FASTENED NEXT TO ELECTRIC TO BE SET LEVEL MANIFOLD SEE SITE PLAN FOR AREABSS 1 �1► SERVICE PANEL (CIRCUIT BREAKER BO%) PUMP SHALL BE EQUIPPED WITH 7' PERFORATED PIPE PIPE (SEE SITE PLAN) AN ALARM POWERED BY A CIRCUIT 10.2 INSIDE INFILTRATOR D E S 1 G N SEPARATE FROM THE PUMP POWER. FINISH GRADE minimum 2% slope EL. 9.5 9.7 8.50 12't CLEAN BACKFILL 2"(1/8"-1/2")peaston = EL. 8.9 �:: OC CZ �O 24" DIA. HID 0 FRAME AND MOISTURE PROOF " WATERPROOF tLa 1 1/2" DIA. PVC COVER w/ GASKET SEAL ELECTRICAL J-BOX 879 8.62ti t� WALL r. 08 LAND SURVEYING E• 9 1t ELEC. CONDUIT 8 3 7 9 7 St LIFT-OUT GUIDE RAIL ;4.}!'.• �.�.^,. 7.90 S �:,: p� CIVIL ENGINEERING w' •. 4 LANDSCAPE ARCHITECTURE �I.M.Su-.�1:�_ EL. 6.St ..are 2' SCHED. 40 6" BED OF T SECURE PVC PIPE TO INFIL. WASHED STONE, PROVIDE 1/4" per ft. slope T4 7.03 PVC PIPE CRUSHED STONE 3,000 PSI CEMENT PVC PIPE _ i7 WITH NYLON WIRE TIES SEE NOTE 3. CONCRETE WALL �.- & FITTINGS ; 1/8 Per it. �. LIQUID LEVEL g' 8' ',*-._ Z BSS Design, Incorporated IN CELLAR REPIPE BACK FROM 10' u" 5.68Of 184 Katharine Lee Bates Rd TANK AT 2% 6.05 6.30 -� 4• PUMP FF EL 3.1 I N F FOOTING CONC. ? Falmouth Massachusetts 02540 5.93 PUMP OFF EL 2.7 PROVIDE SAS VENT G.B. CHECK VALVE do 1 W/CARBON FILTER EXISTING 1.74 WEEP HOLE ABOVE L 'KEY 508.540.8805 FAX 508.548.8313 FOUNDATION 4/10 HP EFFLUENT PUMP w/ FLOW AND ALARM 1/4' per ft. min. I CONTROL FLOAT SNATCHES, ALARM ON EL 3.3 FOUR PIPES O 4' EA. HIGH GROUNDWATER EL 2.9 Z W 1 28't 10.5' 6' -8.5' I 22' 3' Two PIPES O 14' EA. 0 OBS. HIGH WATER EL. 2.3 O W In EXISTING SEPTIC TANK PUMP CHAMBER DISTRIBUTION BOX SOIL ABSORPTION SYSTEM 1.500 GALLON AASHTO - HID 1.000 GALLON AASHTO - HID 9 HOLE AASHTO - HID BED OF 6 INFILTRATORS H2O 15' BLOCK PRECAST CONCRETE SEPTIC TANK PRECAST PUMP TANK � C7 STONE AREA: 17.66' x 34.75' WALL 0 PORCH 0 � PUMP CHAMBER HAS 605 GALLONS OF INSTALL EQUALIZERS 3: ON ALL OUTLET PIPES, 613.69 SQUARE FEET PUMP CHAMBER SHALL BE WATERPROOF" STORAGE VOLUME ABOVE THE ALARM LEVEL SEE N07E 6. BELOW A: WATERTIGHT CONCRETE STRUCTURE , 'koFA SUBSURFACE SEWAGE DISPOSAL SYSTEM- Z N G� o NOT TO SALEOBSERVATION HOLE & o ? N (� 9 TOTAL ROOMS PERCOLATION TEST DATA o � � m � 5 BEDROOMS DESIGN CRITERIA <L w KITCHEN PERCOLATION RATE = 2.0 min/inch (assigned < X N I.I.- V LIVING ROOM # BEDROOMS: 5 bedrooms LLI w = DINING ROOM DESIGN FLOW 110 gal/bdrm/doy TAKEN BY: Lawrence Perry, R.S., C.S.E. V) U ENCLOSED PORCH TOTAL DAILY FLOW 550 gol/doy z I N V) GENERAL NOTES 25% reduction MIN. REQ'D 412.5 gal/doy WITNESSED BY: Glenn Harrington, R.S., C.S.E. W Q � a N 1. All system components shall be installed in accordance CALCULATIONS DATE: June 2s, 2000 J Q � with the State Environmental Code Title V: Minimum SIEVE ANALYSIS BY BENNET & O'REILLY, INC. � Of tV � N Requirements for the Subsurface Disposal of Sanitary DETERMINED SAMPLE AS A CLASS I SAND o W o C Sewage, and any local rules which may be applicable SEPTIC TANK: o A 2. The Health Department and Design Engineer shall be notified DESIGN FOR USE WITHOUT GARBAGE GRINDER N Q W 5 M P g g SOIL LOG o < LLw o when the system is installed, and prior to bockfilling 550 gol/doy x 200% =' 1,100 gol/doy - J Z w Qi F- (~ for inspection. 1,500 gal TANK MIN. REQUIRED Q a A _j O Q, 3, The stone around the infiltrator shall consist of washed TEST HOLE #1 0 stone ranging from 3/4 to 1-1/2 inches in size and be free LEACHING AREA: HEALTH REGS. scale 0 of iron, fines, and dust in place. The stone shall be covered EL 5.9 0 NOT TO SCALE with at least a 2 inch layer of washed stone ranging from AA REQUIRED (sgft) = 550 g/d / 0.75 g/sqft/d A SANDY LOAM date 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. = 733.33 sgft EL 4.9 12" JULY 31, 2000 in place. LEACHING AREA PROVIDED: BOTTOM AREA ONLY B LOAMY SAND a 4. The grade above and adjacent to the leaching facility shall slope SIX STD. INFILTRATORS w/ 4' OF WASHED STONE EL 3.7 2s' drown w at least 2% to prevent accumulation of surface water. LMP/JER P ON SIDES, 4� ON ENDS ANO 4' BETWEEN UNITS GNO. WATER CM 5. Gravity sewer pipe shall be 4" dio. schedule 40 PVC or equal AA PROVIDED = 17.66'+1' x 34.75'+1' = 667.1 sgft EL 2.3 - - - - - - - 43' cnec ed cc at 1/4" per foot (2%) slope minimum. ;Y C COARSE SAND 6. Equalizers shall be installed on oil outlet pipe ends inside job number the distribution box to insure equal distribution throughout LEACHING AREA: TITLE V REGS. 0088 cn the soil absorption system. SIDEWALL: NOT,ALLOWABLE WTIH BED CONFIGURATION EL -1.1 B4' tine Z SIEVE ANALYSIS IN SSDS .DETAILS 3 7. Contractor shall provide Engineer with three copies of shop BOTTOM: 613.69 sf x 0.74 gpd/sqft = 454.13 gpd LIEU OF PERCOLATION 2 OF 2 Q drawings for the effluent pump, pump chamber and equipment. LEACHING VOLUME PROVIDED: 454.13 gpd (17.4% REDUCTION TEST WITH DEWATERINc drawing number M FROM 5 BR. FLOW) DUE TO HIGH GROUNDWATER 9 o P6-36 PROVIDE CONTROL/ALARM r-'NEL TO BE FIRST 2' OF PIPE MANIFOLD SOIL STRIP-OUT REQUIRED FASTENED NEXT TO ELECTRIC TO BE SET LEVEL SEE SITE P:AN FOR AREA ELEC. WIRE PIPE BSS SERVICE PANEL (CIRCUIT BREAKER BOX) PUMP SHALL BE EOUIPPEO WITH 7' PERFORATED PIPE D E S I G N (SEE SITE PLAN) AN ALARM POWERED BY A CIRCUIT 10.2 INSIDE INFILTRATOR FINISH GRADE minimum 2x SIOPO EL. 9.5 SEPARATE FROM THE PUMP POWER. 9.7 &50 12"f EL. 8.9 CLEAN BACKFILL 2"(1/8"-l/2 )peoston 4:: OU �O WATERPROOF 24" DIA, Ht0 CI FRAME AND MOISTURE PROOF 1 1/2" DIA PVC COVER w/ GASKET SEAL ELECTRICAL J-BOX 8 79 8.62 ti•a; WALL L 00 LAND SURVEYING F 9 1t ELEC. CONDUIT UFT-OUT CUIDE RAIL ;:, a�i}, f r 7.90 ' S' - CIVIL ENGINEERING 8.3 7.9 7.5t "C: O`t LANDSCAPE ARCHITECTURE :.�MSlu:!1~� EL. 6.5t _a, �i Y SCHED. 40 6" BED OF 3,000 PSI CEMENT 7.4 7.03 PVC PIPE CRUSHED STONE T SECURE PVC PIPE TO INFIL. WASHED STONE. CONCRETE WALL PROVIDE 1/4" Per It. slope _ PVC PIPE 1 i� WITH NYLON WIRE TIES SEE NOTE 3. 1 1/8 per lt. _ Y BSS Design, Incor rated & FITTINGS d B Po IN CELLAR REPIPE BACK FROM LIQUID LEVEL e' I 8 :�r' 164 Katharine Lee Bates Rd TANK AT 2'l. 10• 14" 6.05 PUMP EL 3.1 5.68 N 6.30 •� 4' PROVIDE SAS VENT 8 FOOTING CONC. �Iq 5.93 PUMP OFF EL 2.7 CHECK VALVE FOOTING Falmouth Massachusetts 02540 G.B. - - - - W/CARBON FILTER 508.540,8805 FAX 508.548.8313 EXISTING t.74 WEEP HOLE ABOVE �`. FOUNDATION 4/10 HP EFFLUENT PUMP w/ FLOW AND ALARM 1/4" per ft. min. CONTROL FLOAT SWITCHES, ALARM ON EL 3.3 FOUR PIPES O 4' EA. HIGH GROUNDWATER EL 2.9 W I L �_ TWO PIPES O 14' EA. Z Q LU > � J I OBS. HIGH WATER EL. 2.3 O W 28't 10.5' 6' 8.5'� 22' 3' EXISTING SEPTIC TANK PUMP CHAMBER DISTRIBUTION BOX SOIL ABSORPTION SYSTEM 0 D 0 1,500 GALLON AASHTO - H10 1,000 GALLON AASHTO - H10 BED OF 6 INFILTRATORS - H2O 15' CONC. BLOCK Lw PRECAST CONCRETE SEPTIC TANK PRECAST PUMP TANK 9 HOLE AASHTO - HID WALL O PORCH O STONE AREA: 17,66' x 34.75' PUMP CHAMBER HAS 605 GALLONS OF INSTALL EQUALIZERS 3 613.69 SQUARE FEET O ON ALL OUTLET PIPES, STORAGE VOLUME ABOVE THE ALARM LEVEL J PUMP CHAMBER SHALL 8E WATERPROOF SEE NOTE 6. BELOW � & WATERTIGHT CONCRETE STRUCTURE m LdOF Q SUBSURFACE SEWAGE DISPOSAL SYSTEM O Z 0 W o wiCEf' NOT TO SCALE OBSERVATION H 0 L E & o ,� (n ._. In (- ` RDVi� . 9 TOTAL ROOMS PERCOLATION TEST DATA o Q 1-4 m � 5 BEDROOMS DESIGN CRITERIA w KITCHEN PERCOLATION RATE = 2.0 min/inch (assigned) U X O t j 7) Lii LIVING ROOM # BEDROOMS: 5 bedrooms a w ,�4 U DINING ROOM DESIGN FLOW 110 gal/bdrm/doy TAKEN BY: Lawrence Perry, R.S., C.S.E. ENCLOSED PORCH TOTAL DAILY FLOW 550 gol/day 0 V) GENERAL NOTES 25% reduction MIN. REO'D 412.5 gal/day WITNESSED BY: Glenn Harrington, R.S., C.S.E. In Z Q' Ln ro Q W p-t CD �� 1. All system components shall be installed in accordance CALCULATIONS DATE: June 29, 2000 0 � � v with the State Environmental Code Title V: Minimum SIEVE ANALYSIS BY BENNET & O'REILLY, INC. � 0- N J Re Requirements for the Subsurface Dis Disposal of Sanitar DETERMINED SAMPLE AS A CLASS I SAND o W J CD g p y SEPTIC TANK: o O V) o A > Sewage, and any local rules which may be applicable N w 2, The Health Deportment and Design Engineer shall be notified DESIGN FOR USE WITHOUT GARBAGE GRINDER SOIL LOG T 0 a Iw- o when the system is installed, and prior to backfilling 550 gol/doy x 200% = 1,100 gol/doy Z Li O (n N for inspection. 1,500 gal TANK MIN, REQUIRED Q a A J O 3. The stone around the infiltrator shall consist of washed TEST HOLE #1 stone ranging from 3/4 to 1-1/2 inches in size and be free LEACHING AREA: HEALTH BEGS. scale 0 of iron, fines, and dust in place. The stone shall be covered EL 5.9 0 NOT TO SCALE with at least a 2 inch layer of washed stone ranging from AA REQUIRED (sgft) = 550 g/d / 0.75 g/sgft/d A SANDY LOAM date 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. = 733.33 sqft EL 4.9 12" JULY 31, 2000 in place. LEACHING AREA PROVIDED: BOTTOM AREA ONLY B LOAMY SAND (-, EL 3.7 26" drown 4, The grade above and adjacent to the leaching facility shall slope SIX STD. INFILTRATORS w/ 4' OF WASHED STONE LMP/JER w at least 2% to prevent accumulation of surface water. ON SIDES, 4' ON ENDS AND 4' BETWEEN UNITS GND. WATER a 5. Gravity sewer pipe shall be 4" dio. schedule 40 PVC or equal EL 2.3 - - - - - - - a3" chec ed AA PROVIDED = 17.66'+1' x 34.75'+1 = 667.1 sgft Cr at 1/4" per foot (2%) slope minimum. C COARSE SAND job number LU 6. Equalizers shall be installed on all outlet pipe ends inside LEACHING AREA: TITLE V REGS. 0088 the distribution box to insure equal distribution throughout 84 title z the soil absorption system. SIDEWALL: NOT ALLOWABLE WTIH BED CONFIGURATION EL -1.1 SIEVE ANALYSIS IN SSDS DETAILS 3 7, Contractor shall provide Engineer with three copies of shop BOTTOM: 613.69 sf x 0.74 gpd/sgft = 454.13 gpd LIEU OF PERCOLATION 2 OF 2 cc drawings for the effluent pump, pump chamber and equipment. LEACHING VOLUME PROVIDED: 454.13 gpd (17.4% REDUCTION TEST WITH DEWATERING drawing number o FROM 5 BR. FLOW) DUE TO HIGH GROUNDWATER P6-36 0 (ELEC. - SOIL STRIP-OUT REQUIRED rKOVIDE CONTROL/ALARM<PAMEL..T9 BE FIRST 2' OF PIPE MANIFOLD WIRE FASTENED NEXT TO ELECTRIC - TO BE SET LEVEL PIPE SEE SITE PL FOR,AREA SS SERVICE PANEL (CIRCUIT BREAKER BOX) PUMP SHALL BE EQUIPPED WITH 7' PERFORATED PIPE (SEE SITE PLAN) AN ALARM POWERED BY A CIRCUIT 10.2 INSIDE INFILTRATOR FINISH GRADE minimum 2% slope EL 9s DES 1 O N SEPARATE FROM THE PUMP POWER. 9.7 8.50 12"t EL 8.9 CLEAN BACKFILL 2"(1/8"-1/2")peoston _�_ OU i JO 24" DIA. H10 0 FRAME AND MOISTURE PROOF •• • WATERPROOF WCL 1 1/2" OIA PVC COVER w/ GASKET SEAL ELECTRICAL J-BOX 8:78 8.62 ` �" WALL 00 LAND SURVEYING ELEC. CONDUIT 5• 8.3 7.9 7.5t LIFT-OUT GUIDE RAIL CIVIL ENGINEERING •j.,M•� - 'c ,,jam LANDSCAPE ARCHITECTURE -S►s+IS".!_ EL 6.St -�t3r:. 2'SCHEO. 40 6" BED OF PROVIDE /4" per ft. sr 7.4 SECURE PVC PIPE TO INFIL.. WASHED STONE, 1 7.03 PVC PIPE CRUSHED STONE 3,000 PSI CEMENT PVC PIPE oPe 1 rt WITH NYLON MARE TIES SEE NOTE 3. Pncorporeted FITTINGS 1 t/8 per ft. CONCRETE WALL ` IN CELLAR REPIPE BACK FROM LIQUID LEVEL 6' I 0 in Sw 11664 KatharinS Design,e Lee Bates Rd �o` a 6.05 5.68 r- TANK AT 2% PUMP ON EL 3.1 N 8"x20" CONC. 6.30 �� 4' 5.93 PUMP OFF EL 2.7 PROVIDE SAS VENT FOOTING M Falmouth Massachusetts 02540 G.B. - - CHECK VALVE do W/CARBON FILTER KE, 50&540.8805 FAX 508.548.8313 t.74 WEEP HOLE ABOVE EXISTING FOUNDATION . 4/10 HP EFFLUENT PUMP w/ FLOW AND ALARM 1/4" per it. min. CONTROL FLOAT SWfT ES, ALARM ON EL 3.3 FOUR PIPES O 4' EA HIGH GROUNDWATER EL 2.9 W TWO PIPES O 14' EA Z Q 1 _p 085. HIGH WATER EL. 2.3 O W 28't 10.5' 6 -- .5' - 22� 3 EXISTING SEPTIC TANK PUMP CHAMBER DISTRIBUTION BOX SOIL ABSORPTION SYSTEM 0 D 1,500 GALLON AASHTO - HID 1.000 GALLON AASHTO - HID BED OF 6 INFILTRATORS - H2O 15' CONC. BLOCK w PRECAST CONCRETE SEPTIC TANK -PRECAST PUMP TANK 9 HOLE AASHTO - H10 STONE AREA: 17.66' x 34.75' WALL W P� O PUMP CHAMBER HAS 605 GALLONS OF INSTALL EOUAUZERS 613 -I .69 SQUARE FEET 3 ON ALL OUTLET PIPES, PUMP CHAMBER SHALL BE WATERPROOF STORAGE VOLUME ABOVE THE ALARM LEVEL SEE NOTE 6. BELOW U_ & WATERTIGHT CONCRETE STRUCTURE y� SYSTEM ~ o SUBSURFACE SEWAGE DISPOSAL S S (n W < NOT TO SCALE 0 B S ER V A TI ON HOLE & o Z 9 TOTAL ROOMS PERCOLATION TEST DATA DESIGN CRITERIA 2 '�' m 4_ wry:- t . .; mil`.. ,� 5 BEDROOMS Q � �. � KITCHEN ut PERCOLATION RATE = 2.0 min/inch (assigned) < X N ;., ' s w LIVING ROOM # BEDROOMS: 5 bedrooms O w = flfi t DINING ROOM DESIGN FLOW 110 gal/bdrm/day TAKEN BY: Lawrence Perry, R.S., C.S.E. 0 I V) ,�� Q GENERA NOTES ENCLOSED PORCH TOTAL DAILY FLOW 550 gal/day Z c/I WITNESSED BY: Glenn Harrington, R.S., C.S.E. w Q 25% reduction MIN. REQ'D_ 412.5 gal/doy a N Q } DATE:- June 29, 2000 0 Q 1. All system components shall be installed in accordance CALCULATIONS48 with the State Environmental Code Title V: Minimum SIEVE ANALYSIS BY BENNET & O'REILLY, INC.. �- Cr N J Requirements for the Subsurface Disposal of Sanitary DETERMINED SAMPLE AS A CLASS I SAND o LtJ o "' Sewage, and any local rules which may be applicable SEPTIC TANK: 0 �-- N W rA 2, The Health Department and Design Engineer shall be notified DESIGN FOR USE WITHOUT GARBAGE GRINDER O a 5 LLJ o when the system is installed, and prior to backfilling 550 gol/doy x 200% g / y SOIL LOG Z w= 1 100 0l do � -J � � � 0 ~ eli for inspection. 1,500 gal TANK MIN. REQUIRED o Q a A J O CD 3. The stone around the infiltrator shall consist of washed TEST HOLE #1 stone ranging from 3/4 to 1-1/2 inches in size and be free LEACHING AREA: HEALTH REGS. scale NOT TO SCALE 0 of iron, fines, and dust in place. The stone shall be covered EL 5.9 0 with at least a 2 inch layer of washed stone ranging from AA REQUIRED (sgft) = 550 g/d / 0.75 g/sgft/d A SANDY LOAM = 733.33 sqft EL 4.9 12- dote 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. JULY. 31, 2000 N in place. LEACHING AREA PROVIDED: BOTTOM AREA ONLY EL 37 B LOAMY SAND 26" drawn 4. The grade above and adjacent to the leaching facility shall slope SIX STD. INFILTRATORS w/ 4' OF WASHED STONE . LMP JER o at least 2% to prevent accumulation of surface water. ON SIDES, 4' ON ENDS AND 4' BETWEEN UNITS GND. WATER / 5. Gravity sewer pipe shall be 4 dio. schedule 40 PVC or equal EL 2.3 - - - - - - - 43" chec ed w of 1/4" per foot (2%) slope minimum. lAA PROVIDED = 17:66 +;1 x 34.75 +1 = 667.1 sqft C COARSE SAND job number J 6. Equalizers shall be Installed on all outlet pipe ends inside the distribution box to insure equal distribution throughout LEACHING AREA: TITLE V REGS. 0088 the soil absorption system. SIDEWALL: NOT 'ALLOWABLE WTIH BED CONFIGURATION EL -1.1 aa" title P Ys SIEVE ANALYSIS IN SSDS DETAILS 7. Contractor shall provide Engineer with three copies of shop BOTTOM: 613.69 sf x 0.74 gpd/sqft = 454.13 gpd LIEU OF PERCOLATION 2 OF 2 o g pump, pump equipment. 9P ( TEST WITH DEWATERING drawings for the effluent um um chamber, and a ui menu. LEACHING VOLUME PROVIDED: 454.13 d 17.4% REDUCTION DUE TO HIGH GROUNDWATER drawing number FROM 5 BR. FLOW) P6-36 o , 1 NOTES: LIST OF DIVERGENCES (TITLE V), BSS,, ' LEGEND: 1. HOUSE�No. 297 WEST BAY ROAD 1. SAS LESS THAN 10' TO PORCH (NO FOUND.) D E S 1 O N X 7s0 EXISTING SPOT GRADE 2. ASSESSORS No. MAP 116, BLOCK 115 2. SAS LESS THAN 10' TO RETAINING WALL. PROPERTY LINE 3. ZONING DISTRICT: RESIDENTIAL C 3. PUMP CHAMBER LESS THAN 10' TO GARAGE. 4. FLOOD ZONE: ZONE A13 (ELEV. 11) LAND SURVE LIST OF VARIANCES (HEALTH REGS.� CIVILLAND EN PEE ARCHITECTURE CB■ CONCRETE BOUND ' avlL ENGINEERING 7P 5. SPOT GRADE ELEVATIONS ARE BASED ON ® TEST PIT NAT. GEO. VERT. DATUM, BENCHMARK; 1'. SAS LESS THAN 100' TO OSOL. VEG. WETLAND. OHw EXISTING OVERHEAD WIRES TOP OF CB GRATE, ELEVATION 6.80 G EXISTING GAS SERVICE 6. ALL DISTURBED AREAS SHALL BE RESTORED 2. MARGINAL LOT (LESS THAN 4' OF SAND...). BSS Design, Incorporated WITH 4" OF LOAM AND GRASS SEED. 164 Katharine Lee Bates Rd w EXISTING WATER MAIN tfkOF Falmouth Massachusetts 02540 ro,, EXISTING UTILITY POLE 7. EXISTING SEPTIC TANK SHALL BE UTILIZED & RE-PIPED 508.540.8805 FAX 506.548.8313 AS NECESSARY w/ PROPER TEES .& GAS BAFFLE. `� t»t N 8. EXISTING DISTRIBUTION BOX & SOIL ABSORPTION SYSTEM SHALL E EXCAVATED & REMOVED FROM SITE. w 7s6 �� Al CBDH (W/j < 1.4 Cp 0 1 7a v ' x 8.08 �-7- 7.64 6 OHw - ,89 7 7.93 OHW DI C: 0.96 Q X 7.59 10.68 = W BRIDGE STR APPROXMA7E LOCAAON 1 c, N Q EXIST. D-BOX AND SAS LIJ M F- BENCHMARK: TOP CATCH BASIN Q NLLJ J �y9 GRATE ELEV. 6.80 CATC BASIN 1 J '066.8 80 1� $99� Q V/ per., (� D D D 6.71 8Z6 x 9 O X N W = 125.00' FENCE g9 00°� w w Q Q PINE '2210 0S F4 x 7.z6 io N 25'22'10" E Gv R�7A Q J GATE x s.78 P/NE kENT EX/SANG AMBER Epl & STEPS TO BE REMOVED D'ao48 .�� ' N N Q x 6.92 S 46.0 3 < Z W 0 758 EXCAVATE & REMOVE UNSU/TABLE SOIL FROM 5'AROUND SAS & DOWNS x Q U TO 3 BELOW GRADE, & REPLACE w/CLEAN SANDY SOIL PER 777LE V M 0 6 STANDARD INFIL 7RA7ORS w/4' OF WA-WED STONE x 5.12 TOP EL. 9..5 •' ` 09,, W .J L- 46 CV J o ALL-AROUND & BE7WFEN CHAMBERS BOT. AREA=17.66 X 34.75 - 15 CONC. BLOCK WA LOT 1 � tD �- � o J N 8' AH/CK P.C CONCRETE 29.0W6.0' .B7 BENEA A•/ PORCH 11.33 �'� (N � > m RETAINING WALL & FOOANG (WA7ERPROOF) m 0 Cu .94 x s.40 10,400f SF Disc `O ~ W v = 51 122.7 0 to � > W 4 t° ,:. Z Q I- Q oMp g0. OFFSET IVW x 5. MOVE DECK ALARM A D w J w Q ~ (� N� -� CEDAR FLAG POLE 7 4 9.24 CON PANEL Z a 0 OJ O -E E /N CE AR TOWN \ E WATER � � scale � � x6.32 c:nx 7 X4.73 � } Q I PUMP 8.33 $9� EXISTING z rn 1 =20 LOT 2 B9 HOUSE 41 u CD OAK x 4.57 5.e CHAMBER EXISTING X 4.50 F.F. EL 11.6 �! 10,300t SF o, o 4h. date x 6.78 SEPTIC TANK 9 �� m 91 JULY 31, 2000 � �ea C7 00 C11 CD drawn o �� 61 y6o 1s 19, X � LMP Z a x .a I o EXISTING c 9oti ,1.a6 checked a MAPLES a GARAGE \ 4aP- PAVED DRIVEWAY ''' y4 I 0 1 e9 � job number FENCE 125.00' FENCE . 6.44 16 130.89' (130.80' RECORD) 96 OyW 11.64 2KO88 cn 1.62 title N 25'01'00" E SITE PLAN 3 WET1 ,! WET3 , t 1 OF 2 Q I A D AL ,� EDGE OF WETLAND drawing number 1L P6-36 ry PROVIDE CONTROL/AlJ1RM PANEL TO BE FIRST 2' OF PIPE MANIFOLD SOIL STRIP-OUT REQUIRED TO BE SET LEVEL SEE SITE PLAN FOR AREA ELEC. MARE FASTENED NEXT BSS TO ELECTRIC 7' PERFORATED PIPE SERVICE PANEL (CIRCUIT BREAKER BOX) PUMP SHALL BE EQUIPPED WITH t D E S 1 0 N (SEE SITE PLAN) AN ALARM POWERED BY A CIRCUIT °:? 10.2 INSIDE INFILTRATOR FINISH GRADE minimum. 2% slops 0. 9.5..w SEPARATE FROM THE PUMP POWER 9.7 8.50 12't EL 8.9 CLEAN BACKFILL 2%1/8'-1/2'peoston '. C9� �o 2$ DIA. H10 Cl FRAME AND MOISTURE PROOF WATERPROOF er i ~` '» WALL 00 LAND SURVEYING 1 1/2' DIA. PVC COVER w/ GASKET SEAL ELECTRICAL J-BOX a79 B. 1���• 59 CIVIL ENGINEERING LIFT-OUT GUIDE RAIL :, a,.i ,: , 7.90 •' C ELEC CONDUIT 7.5t % :'`:• rj� LANDSCAPE ARCHITECTURE (` 9.1� a3 7.9 jt�r.MSJ►i+'!�� 0. 6.St r SCHED• 40 6� BED OF SECURE PVC PIPE TO INFIL WASHED STONE, 3.000 PSI CEMENT 7.4 7.03 PVC PIPE CRUSHED STONE PROVIDE 1/4" Per fL slope ih WITH NYLON MARE TIES SEE NOTE 3. CONCRETE WALL IK PVC PIPE 1/8' per fL ° gZ BSS Design, Incorporated & FITTINGS LIQUID LEVEL e� iAIN CELLAR RAPE BACK FROM lo. 14• 5.68 8*x20* CONC. Fal Katharine Lee Bates Rd TANK AT 2% 6.05 PUMP ON EL 3.1 (n PROVIDE SAS VENT FOOTING Falmouth Massachusetts 02540 6.30 { 4 5.93 PUMP OFF EL 2.7 CHECK VALVE A: 1 W/CARBON FILTER M 508.540.8805 FAX 508.548.8313 G B WEEP HOLE ABOVE L .' EXISTING 1.74FOUNDATION 1/4' per ft min. 4/10 HP EFFLUENT PUMP w/ FLOW AND ALARM HIGH GROUNDWATER EL 29 �J CONTROL FLOAT SWITCHES, ALARM ON EL 3.3 FOUR PIPES 0 4' EA. Q TWO PIPES O 14' EA. p OBS. HIGH WATER EL 2.3 Uj V / 8:5' I 22' 3' Q L. 28't 10.5' � _ EXISTING SEPTIC TANK PUMP CHAMBER DISTRIBUTION BOX SOIL ABSORPTION SYSTEM 15' CONC. BLOCK 0 1,500 GALLON AASHTO - H10 1,000 GALLON AASHTO - H10 9 HOLE AASHTO - H10 BED OF 6 INFILTRATORS - H2O PRECAST CONCRETE SEPTIC TANK PRECAST PUMP TANK STONE AREA: 17.66' x 34.75' WALL O PORCH O INSTALL EQUALIZERS 613.69 SOUARE FEET T PUMP CHAMBER HAS 605 GALLONS OF ON ALL OUTLET PIPES, PUMP CHAMBER SHALL BE WATERPROOF STORAGE VOLUME ABOVE THE ALARM LEVEL SEE NOTE 6. BELOW & WATERTIGHT CONCRETE STRUCTURE L1J Q OF SUBSURFACE SEWAGE DISPOSAL SYSTEM Z N W su OBSERVATION HOLE & � ,� N tN NOT TO SCALE TOTAL ROOMS PERCOLATION TEST DATA � J m �� 5 BEDROOMS DESIGN CRITERIA PERCOLATION RATE = 2.0 min/inch (assigned) X N I- N ' iNAL KITCHEN W O w = LIVING ROOM - 0- U4v DINING ROOM TOTAL ROOMS: 9/2=4.5 4 bedroom design TAKEN BY: Lawrence Perry, R.S., C.S.E. N ^�- ENCLOSED PORCH DESIGN FLOW 110 gal/bdrm/day p 0) TOTAL DAILY .FLOW � 440 gal/day WITNESSED BY: Glenn Harrington, R.S., C.S.E. Z � � N GENERAL NOTES Q W a N E DATE: June 29, 2000 Q 1. All system components shall be installed in accordance CALCULATIONSold o with the State Environmental Code Title V: Minimum SIEVE ANALYSIS BY RENNET & O'REILLY, INC. 0- o N J Jd o Requirements for the Subsurface Disposal of Sanitary SEPTIC TANK: DETERMINED SAMPLE AS .A CLASS I SAND w 0 A O � W r � � "' Sewage, and any local rules which may be applicable 2. The Health Department and Design Engineer shall be notified DESIGN FOR USE WITHOUT GARBAGE GRINDER OIL LOG Z w O when the system is installed, and prior to backfilling 1,5 gal/day x 2 IN. = 880 gal/day for inspection. 1,500 gal TANK -MIN. REQUIREDP � Q a A � O 0 3. The stone around the infiltrator shall consist of washed ` TEST HOLE #1 LEACHING AREA: HEALTH REGS. Sale stone ranging from 3/4 to 1-1/2 inches in size and be free NOT TO SCALE II stone iron, fines, and dust in place. The stone shall be covered EL 5.9 ° with at least a 2 inch layer of washed stone ranging from AA REQUIRED (sgft) = 440 g/d / 0.75 g/sgft/d A SANDY LOAM date 586.67 sqft EL 4.9 12" JULY 31, 2000 � 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. B LOAMY SAND in place. LEACHING AREA PROVIDED: BOTTOM AREA ONLY EL 3.7 26' drown CU 4. The grade above and adjacent to the leaching facility shall slope SIX STD. INFILTRATORS w/ 4' OF WASHED STONE LMP/JER at least 2% to prevent accumulation of surface water. ON SIDES, 4' ON ENDS AND 4' BETWEEN UNITS EL 2 3 _ GND._WATER_ _ _ 43" checked Uj CD 5. Gravity sewer pipe shall be 4" dia. schedule 40 PVC or equal AA PROVIDED = 17.66'+1' x 34.75'+1' = 667.1 sgftCr at 1/4" per foot (27.) slope minimum. C COARSE SAND job number J 6. Equalizers shall be installed on all outlet pipe ends inside LEACHING AREA: TITLE V REGS. 0088 the distribution box to insure equal distribution throughout EL -1.1 Be title the soil absorption system. SIDEWALL: NOT ALLOWABLE WTIH BED CONFIGURATION SIEVE ANALYSIS IN SSDS DETAILS Ln Z 7. Contractor shall provide Engineer with three copies of shop BOTTOM: 613.69 sf x 0.74 gpd/sqft = 454.13 gpd LIEU of PERCOLATION 2 OF 2 3 TEST WITH DEWATERING drawing number drawings for the effluent pump, pump chamber and equipment. LEACHING VOLUME PROVIDED: 454.13 gpd DUE To RICH GROUNDWATER Cr o G (, {,< P6-36 I J-2 -- __