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HomeMy WebLinkAbout0084 ALLYN LANE - Health 84 Allyn Lane Barnstable A 258 075 l f a. !I Q Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms on the computer, use only the tab 1. Inspector:, key to move your cursor-do not Matthew Gilfoy u use the return Name of Inspector key. B & B Excavation,lnc. ,y Company Name 14 Teaberry Lane Company Address Forestdale MA 02644 City/I own -State Zip Code 508-477-0653 S 113640 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation bythe Local Approving Authority e ep0* 6/28/13 Inspector's Si ature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. l t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code. Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 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: I B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•11/10 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 84 Allyn Lane M Property Address Richard Zellman Owner Owner's Name information is Barnstable MA 02630 6/26/13 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface 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 El ® Liquid depth in cesspool is less than 6" below invert or available volume is less than % day flow t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 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. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. CitylTown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner) provided with El ® information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 463 t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2003 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 3'6" Depth below grade: feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: >20feet Comments (on condition of joints, venting, evidence of leakage, etc.): At time of inspection building sewer appeared to be in working order. No no sign of leakage or blockage. Septic Tank(locate on site plan): 3.. Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ® No Dimensions: 1500 Sludge depth: 2" t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 33" Scum thickness 1 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 16" How were dimensions determined? scour 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.): At time of inspection septic tank appears to be structurally sound. No sign of back-up. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts L W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): At time of inspection d-box appears to be in good condition. No signs of carry over or back-up. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System SAS locate on site Ian excavation not required): p Y ( )( P If SAS not located, explain why: t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3 ❑ 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.): At time of inspection leaching in good working condition. No sign of hydraulic failure. Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form VA Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth ofMassachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not.for Voluntary Assessments w ' 84 Allyn Lane Property Address RichardZellman Owner Owner's-Name information is MA 02630 6/26/13 required for every Barnstable page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage.Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where:public water supply enters the building.Check,one.of the-boxes below: :hand-sketch in the area below E drawing attached separately a CO O : Al - ►lI 30 a , t 53' I t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: > 144" feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 10/22/02Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: plan on file @ BOH Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 84 Allyn Lane Property Address Richard Zellman Owner Owner's Name information is required for every Barnstable MA 02630 6/26/13 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•11/10 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 TOWN OLD BARNSTABLE LOCATIONN/ t,/ 14 _ SSEWAGE # Zv03 ®g 71 VILLAGE j,,lr�1 ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.(_ e- 0.jil G, OL SEPTIC TANK CAPACITY J,J"U0, Iq LEACHING FACILITY:(type)� —(size) ,�� x NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER ��,� ,� d( ( fc AS t_ Or DATE PERMIT ISSUED: it DATE COMPLIANCE ISSUED: 11 '-I 03 VARIANCE GRANTED: Yes No r c to� .a TOWN OF BARNSTABLE LOCATION f7t SEWAGE # 03'®9� VILLAGE ASSESSOR'S MAP & LOT ' INSTALLER'S NAME & PHONE NO. dj fh/0 rlC. �4 .,JJ�_ a SEPTIC TANK CAPACITY J U � 9. LEACHING FACILITY:(type)� �—>O0 010t, (size) `3 k �3 q NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER rhos-sdd / �'d� o Gt� K DATE PERMIT ISSUED: �l DATE COMPLIANCE ISSUED: 03 0/ VARIANCE GRANTED: Yes No Zk i i I I d �f 33"w, �- e � I } No. 2-0b 3 - Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Z(ppYication for 30i!6poga1 *p5tem Conotruction Permit Application for a Permit to Construct(K)Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. Q y 4 C6VW 4,9W00= Owner's Name,Address t el.No. Assessor's Map/Parcel 75— /'r /qLt4_e,0 ) Installer's Name,Address,and Tel.No. De 'gner's Name Address and Tel.No. �-em �i9c.. •t,d. �r3S��E£ -371� 77. 72_7L- Type of Building: Dwelling No.of Bedrooms —? Lot Size AIX tr 9 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow "Y 414 fi'�� gallons per day. Calculated daily flow Al gallons. Plan Date �e 'L-Z-'e L Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. OG Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned ag to ensure the c ction and maintenance of the afore described on-site sewage disposal system in accordance with the pr isions of Ti e v' ode and not to place the system in operation until a Certifi- cate of Compliance has been i -by' s oard o lth. Stied' Date Application Approved by Date 3 « Application Disapproved for the following reasons Permit No. ZOU —O`? 97 Date Issued 3 1f g 163 . 7 No. 09 Fee THE COMMONWEALTH O Entered in computer: F MASSACHUSETTS Yes "_01p� I PUBLIC HEALTH DIVISION_VTOWN OF BARNSTABLE, MASSACHUSETTS 01ppitc-atton for Miooal *pztem Comaturtion Permit Application for a Permit to Construct(A()Repair( )Upgrade( )Abandon( El Complete System El Individual Components Location Address or Lot No. ed-vlej Owner's Name,Address and Tel.No. Assessor's Map/Parcel 4.1—4"XJ Installer's Name;',Address,and Tel.No. Designer's Name Address and Tel No. 7 22- 7 L _j Type of Building: Dwelling No.of Bedroom's Lot Size ys 33 9 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers Cafeteria( Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. do Plan Date 40 Z Number of sheets Revision Date Title Size of Septic Tank —Type of S.A.S. M)s Description of Soil Nature of Repairs or Alterations(Answer when"dpplicable) Date last inspected: Uo Agreement: f the afore described on-site sewage disposal system The undersigned agrees-io ensure the co(hstr-i�ction and maintenance eo le-E�11_nj '. in accordance with the provisions of Ti the Envird-riiie—ntAlCode and not to place the system in operation until a Certifi- cate of Compliance has been i'ssued-by.-this Board 6PHealth S�-ILI n e Date Application Approved b Date Application Disapproved To�r�the following reasons Permit. No. ZOO 3 Date Issued 3110/6 3 ——————————————————---—_ —————————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (ferfificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(K)Repaired Upgraded Abandoned( )by at '9q Alk has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2W3-ol'T_ dated Vt I&3 Installer Designer The issuance of this pe it all not be construed as a guarantee that the syste�T�1��iz Date 11A11)t3 Inspector ---——————————---———---————— —————————— N.. Fee THE COMMONWEALTH OF MASSACHUSE7S PUBLIC HEALTH DIVISION - BARNSTABLE.,MASSACHUSETTS Mte;po!5al *potem Construction Verrfltt Permission is hereby granted to Construct Repair Upgrade Abandon System located at 914 48LIkk and as-described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons I uct,on must be completed within three years of the date of this perm*t. Date: Approved by N 71°52,0S"W 46.00' i 5 V_ . -. � N62°27110 n it 93.91, W �cCp �ti L O T "I certify that the faundation.&hMw on 4S;339 this plan u as it _ on the Sf' ground and rat-�erl the trnvn of ,. Ln Z. Bar�zstablesa "~ r g. a yard setlrry" 407, 3,700, date May` Lt11 � TV z 141 flood mne c o r� allyn In 14 0 0 wo f r eq k6, h 1 1.00 r I PLOT PLAN OF LA1�TD c2X � o Ln ° . LOCATED IN v ` - I31n,RN-STABLE,MASS. 24.0or r z PREPARED FOR RICIHARD ZEENIAN � ? a. # DATE:MAY 29,2003 SCAT E: 1 ,=30` CAPE & ISLANDS ENGN IEERINO t3 x MASHPEE,MASS. S 72001154"g . - A _ I r- 1 • � r t i I 2,d ,T, gEAv me�p(Five c�lu�t j -.VL 4Yf. e'da'Ici �� 3 5/g'cKovnl Nw�D1� 1x d TW F� Q—T-II a I 3 " 2 S g A� A-6 A-6 A 6 A-7 14? — fv aJY u p Y(0 1 Lr f. 245Z " -245 2 3p_2 t 3 7% 1p(09 $x(o9 • 1zi_ou r Ser 7-o'• a yW' art 7 -7 L I^ m _Q YE4 IF-4J Ycu-r wf I _. +- i' S•f�IOOct a 0 .- FSGvcuw, "f%y GCr WIr - '[ CIO - I N 2S3rQ _ • 'i l V� C� ' - 61?�AG Cs�.P.A G-C�F1R _ 0 oP I-' STF1 TT— z S�FFIra M A-3 o-i. I g'- 2=8 + ', \'�� --�"'_3 I /6.a�R.t✓nuPs BOAP7 Q_ru 6 `-t�earl "-" - -(-3 i V I x 19 A_8v_ WI _•� A-6 I F R 33 lAV e sree.L-.s�rt AW-vF- a A"6 N cry ra�erH Wro 4 Z•zxn i- 1 o _-!-b---�—--_ k I-VI JL- �GbNI -y� wwrw�l� � fJlulr�V_� �Q_?•I -N c� bb v�b �R �����-zc cma=--\�t-1 t 17 m � - - ,ccn�5r�atEs _� A14• - ... - I ' 14R 67YI. F sorYlr ¢ 7=6•. - '--- 6 R•t �+ -N SJ I .r I � —_ -- p s���'-e� I �� I I u'� I i °�52 sz 3052 6a 6x 1 _IV l ox�SEs 7_'0'f /-. -- �nMoel1, — j I9'r7`oH IUSIL Fmic. I9'=7"OH IUSIL .. --- - - f-d :0x68SL. CID __ --- NI I%8Tdl.I"LFa7ez'o�e --f 4- -II'10 6F-AO BoAKD. 'FIK) GLGr f('-10 S��-Tro^ - _ - 1 W'fS pla Y d eWci - c -L - - --- _ --ro '(UR4ILRA>:'( 10'P Sfw>C(. Flo RAtL REQUIRED fir,tfL.ILPLV14, 4FM J 3 I r7 Ire 0 '3t p pa-Po P+vF .22' rOF t i I I ZELMAN RESIDENCE �— Zx4 WALL..GOFISTPJICLI�J LOT 94 ALLYN LANE t 5Q 51bKE._GET.ECTo�-_ BAFiNSTABLE, MA �j F 1 R ST FLOOR PLAN oo YAROSH ASSOCIATES INC. I ALE vq"=1'-0 iON Aac3--� • PLANINERS Z •>•F" -�(AI_eRc�, goo scu[ A." Rah 1/02 a -mw DmwmIN Jc . ■EM-- I .. PID pATr--•_ 17- 13 vz l ...FLOOR. PLAN . ■ ����'- wa�cr Nut�91 MA9IPEE.MASSApi115E1'iS DMNING NIYABEi I ! I�� rum+nr.vax^nem f�-3 z-x to r-A ..e r"ac IZ V 1 3 2 5 3 Zcl2-1�Isrs�:f6"ac. A-6 A6 A-6 A-6 A-7to / 1 d --2cL I Z+r lz--.1�I515_G✓. �rrv�G 1 x g SrewplI,4 c 16--[ 30F6-2 3e310— 004.6 N S€L12-7:o".m SF-re 7`-0" .4 Jmr 17111 gr M - ryt t al saD t�o'C7' I f 3"Fy, t3ATl� BE D2tx�r1 I \ zkt� n -o �\ — i D'.�.I-Id IjIT�Ih1G.i I2�=�.:�F•I '� - \ GL f 1 • � I � 1 m HT N 2 ' VAIL , "av ,EDT /•N \ Y U1 i O � Sir 2e42- _ \ er cam.7,b" CONSTRUCTION ALLOWANCES p - — 2. Kitchen c Iabi cabinets and tops S _ o00 0, _ hen Saco 4. Baalhro in vadres g - ricas S. Finish Floong E 20,000 6. Mande allowance .5—�- 7. Bu111•Ins S 00 -6. Plumbing fixtures E - '9 Electrical falures S 1 d. Plugs and switch allowance UU i ' 11 landscape/S1WE Wens S { 12. Driveway walks E IS coo''�° Id-'I, <69 4 '13 Door Meeting SySelarm S 900 14. �o- �' S'-0 2�'-(p' S''0 0J�-O , FHA W/AC 2HEfe�W. UYit�lloLL RKT Puttr� _ A.ua.W r1TS To - .15.1150 IFS ca)pr YiroT 17 S — 18 E •Cost Allowance for product only,installation included in base bid SECONID FLOOR PLAN �J - I/T f-0 89�is� ZELMAN RESIDENCE LOT 14 ALLYN LANE BARNSTABLE, MA ' 4 YAROSH ASSOCIATES INC. ARCHn-E= • PLANNERS sane;�.I.1. DATE 1192. APPuCWFa ORA"of Je- ��— FLOOR PLAN ter...■ -� MIOGb MHPEE.MASSACHU$ErrS onnlxxc , tam-a l•FAQ mein ���1 SYSTEM PROFILE TOP OF NOT TO SCALE FOUNDATION FINISH GRADE FINISH GRADE OVER EL. 41.0 EL. 40.0 FINISH GRADE OVER � DISTRIBUTION BOX 37.0 SEPTIC TANK 37.0 FINISH GRADE OVER TRENCHES 36.5- 37.5 _ _, RISERS TO 6 . ' A of FINISH GRAD PRECAST CONCRETE ,o „ b 500 GALLON DRYWELLS 3"MAN. - RISERS TO 6 b' J OF FINISH GRADE OUTLET PIPE(S) LEVEL H-10 REINFORCED LOADING MIN.SLOPE 1% o, o 13" 6" .'� MIN.SLOPE 1% 'o • FOR 2'( MIN.1% SLOPE TRENCH LENGTH = 33'-6" - _ p BEYOND) DRYWELL LENGTH = 8'-6" r•>;- MIN 0 �0- _ 13"MIN. 14 � 34.35 34.75 ^ r _' f `0` MIN r 6 SUMP ., q•,o:l r ,' rr 4;o r o,., �, 9;z?:r .: „ °.o PVC OR CAST IRON TEE <° 34.50 E34.17 ` :;' t.. ,r p,0:, 34.00 ,•1 °JJ.�.�,,,°=� '.', *:;' �,` „ .,oo; ,.' �� '' ;;_.�..a :� •rp° '�' GAS BAFFLE �b ;b a, ' 'fir �tr bi ; � � �,p r •,o DISTRIBUTION BOX 33.7c, 1500 GALLON A. MINIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2" DOUBLE 3/4"-1-1/2" DOUBLE ' Q _ OUTLET INVERTS 2 BELOW INLET INVERT 4 WASHED CRUSHED WASHED CRUSHED 4 - PRECAST CONCRETE '4 MINIMUM CONCRETE WALL THICKNESS 2 STONE , i- 7.3 STONE ` a INSTALL ON COMPACTED LEVEL BASE BSMT.FLR. H-10REINFORCED y a ELEV. 33.5 'r - ,,`'=>':: '': �, r;::: ry: BOTTOM TEST HOLE#1 EL.25.4 r ,, r •, ,Q�- -> � _ � �� �St.� �roi•?.y1 }.. •y.:1:' y 'r�i?cift�r% ` '1 •;1!!`'�^:1' r. °. r. a Or1'1 ., , ,1 I ,, •1 i ,�r.l 'I'�1;..,i r' / 0� ' '0" /' Or..°•, I. ;;$ :''' S - - _ r� i „� �4 r r0 r ai r�'o '' , r,o,1 r,�'1 - : I•, . . '.- . . - - `..:• • � -� �-� ' ,`�***�`'� '�* **�'' S�� A' ' NOTE EXCAVATE _ = STRATUM I ORDER TO . TRENCH SECTION SEPTIC TANK REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE ' �'� mo '. ;, r _ ;` i� m WITHIN 5' OF THE SAS. REPLACE �'dITH CLEAN, . ` �� - r � 9" ,r Fr 1/8"- 1/2" Q� a !I _ CLAY-FREE SAND MIN 3 0 36" MAX. DOUBLE WASHED 4 DIAM. PEASTONE - � - r. 6' • • Oi c' 6QQr - - • \\ `./ •U f ,/ °f ( I - 6 0 •• °' je-�i ,0 c^ ,,°'�� i♦.� 1' "' _` \\ 1 • t �` 'zd. c• ev�;) �• 'p,o 3/4"- 1-1/2" DOUBLE WASHED CRUSHED STONE -TRENCH WIDTH ,Y u \ ° o ° `'!• o ° C° I © NUMBER OF TRENCHES ?f N, „,„• ,.,_,...R•,,.m. _ ` . •o, °'�" _ Q[3SE NUMBER DR`!11�JELL' \ 4 v;T A. R ,- ION PIT '\ GENERAL NOTES DOWN CAPE ENGINEERING ^� a°/ c `- -- \ \ 1'. ELEVATIONS SHOWN ARE BASED ON NGVD PERCOLATION RATE: < 2 MIN./IN COti^� �q' �G r%! 0 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON WITNESSED BY- ED BARRY �� OR SCHEDULE 40 PVC. 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING BARNSTABLE BOARD OF HEALTH , DATE: SEPT.13 1994 -�, MUST BE NOTIFIED WHEN CONSTRICTION IS COMPLETE PRIOR TO BACKFILLING. TP#1 TP#2 E 37.4 . o„ 37.7. DESIGN DATA 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED ,4 BY CAPE & ISLANDS ENGINEERING AND THE BOARD OF HEALTH. TOPSOIL TOPSOIL 6z� 5. MATERIALS AND INSTALLATION SHALL BE IN 4° 4" NUMBER OF BEDROOMS 4 o ` IT�MELV]AND LOCAL APPLICABLE ARULES YANDDE 24" 24" DAILY FLOW NO 939J, �.� SUBSOIL SUBSOIL GARBAGE DISPOSAL 440 GPD. REGULATIONS. ' CLAY SEPTIC TANK REQUIRED 1500 GAL. 6. NORTH ARROW IS FROM RECORD PLANS AND IS 34.7 36" 34.7 SEPTIC TANK PROVIDED 1500 GAL. i NOT INTENDED FOR SOLAR ENERGY PURPOSES. LEACHING REQUIRED 440 GPD. \ . y�l coy 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. MED.-COARSE SAND COARSE SAND - 3a, �� �\ 8. FLOOD ZONE C[NON-HAZARD] COARSE GRAVEL, j 1 IS CO 9. FLOOD PANEL: 250001 0003 D DATED: JULY 2,1992 SOME COBBLES 60„ SOIL ABSORPTION SYSTEM CALCULATIONS. 4� rJ�1, w 10. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL GROUND DISTURBANCE OR VEGETATION REMOVAL FINE CLEAN SAND SIDEWALL AREA= 186 SF. WITHIN 1 00' OF WETLANDS,INLAND OR COASTAL 186 SF. X .74 G/SF. = 137 GPD. Go �o o e BOTTOM AREA = 441 SF. BANKS OR FLOOD HAZARD ZONES. - z 441 SF. X 0.74 G/SF: = 326 GPD. /ti!/ '/\ �� ti° v `i.ER NO GROUNDWATER 25.7 o �� q o NO GROUNDWP � LEGEND 144 25.4 144' LEACHING PROVIDED = 463 GPD. 52 PROPOSED CONTOUR SINGLE FAMILY. RESIDENCE ---52--- EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM_ 4v =c OBSERVATION PIT o S \� --- PREPARED FOR -to\ / RICHARD & JEAN ZELMAN ❑ DISTRIBUTION BOX 84 [LOT 141ALLYN LANE S'�• w" o 0 o SEPTIC TANK rI �\ _ B L S 3�. t, E,M r 00 SOIL ABSORPTION SYSTEM f EI S PLAN NO. 102202 SCALE: AS NOTED s4"E RESERVE RESERVE AREA ;'^`�`/` FILE NO. 338BA DATE: OCT.22,2002 SEPTIC FILE NO. 72 PCS FILE: allynianel4 22.26 PIPE INVERT ELEVATION ' u " "I., CAPE & ISLANDS ENGINEERING' `, 258 75 14 84 0 0 0 ,,f�i��� 800 FALMOUTH ROAD,SUITE 301C PLOT PLAN �, @, ,��, 5, r- � MASHPEE,MA 02649 (508)477-7272 SCALE: 1" = 30' MAP SEC PCL LOT HSE / y __..-. .--... SYSTEM PROFILE NOT TO SCALE ' TOP OF ; FOUNDATION FINISH GRADE EL. 41.0 EL. 40.0 FINISH GRADE OVER FINISH GRADE OVER SEPTIC TANK 37.0 C) STRIBUTION BOX 37.0 FINISH GRADE _o _ OVER TRENCHES 36.5- 37.5 RISERS TO 6" y .•.rA o: - %• OF FINISH GRAD PRECAST CONCRETE '•�:* - ' �•°i � •.r OHO.r ,�•/� 1'~�, �44" /° �,r•o. �•b `• 3"MIN. RISERS TO 6" ,--�; b' H- 0 REINFORCED LOADING''-\ ,_5,MIN.SLOPE 1% OF FINISH GRADE OUTLET PIPE(S) LEVEL 3' - FOR 2'( MIN.1% SLOPE TRENCH LENGTH = 33'-6" • 6° MIN.SLOPE 1% 01 g BEYOND �• ;_ MIN �� O D'RYWELL LENGTH = 8'-6" o' - 34.75 r i 13"MIN. 14" [ f' 34.35 MI 6r1 SmMp o ,[ o m - o a ' °- o -<- 34.50 E34.17 ( ` :r z. ° 34.00 . �,o ,� t i - o L ,° ° o PVC OR CAST IR N TEES-- y •�'-� • nn��."�� GAS BAFFLE ' DISTRIBUTION BOX 33.70 ; mo o, d �,-,,'• w MINIMUM INSIDE DIf.�ENSION 12" o �0 1500 GALLON a °A' OUTLE INVERTS 2"BELOW INLET INVERT 3/4"- 1-1/2" DOUBLE 3/4" 1-1/2" DOUBLE ® °` :°- PF'ZECAST CONCRETE Q '4 MINIMI;IM CONCRETE WALL THICKNESS 2 ,t/ STONE WASHED CRUSHED WASHED CRUSHED 4' ' --� � s.LL ON COMPACTED LEVEL BASE 7.3' STONE BSMT.FLR. `y H-10 REINFORCED INSTr ELEV. 33.5 _ �� o ' .:;: ;:rt' `r >._ '.�. ,r ®' 1� BOTTOM TEST HOLE#I EL.25.4 .•°• I. e I: - 1 I - / I, I 1:.,'/I \- ( 1 I! [ , • p ,h., _.I�,.r. :�ti1„ R, � 1�J�V � •t�• ' 'O.:/ :/ Oa0 °- /. o' /.•( ' �, �, '/.o/, '/ �I. /� ,r ,°� r r ,° r r\ ,0/.'a•1 /. e '2 : r i `P• r\ ''1 c O , / ;, w4 r / / r.•o /.•0 r .p .,�,:1 :l i>.t,.;r a ..,•,,�' '( jk - - ' TRENCH SECTION SEPTIC TANK ** ,� NOTE: EXCAVATE TO =C= STRATUM IN ORDER TO \ : .` " REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE �- �_ ���` � � � �. , ' ��� `� WITHIN 5 OF THE SAS. REPLACE WITH CLEAN, ,,. Q� + . 9 MIN. Y OF 1/8"- 1/2" o t CLAY-FREE SAND 4" DIAM. 36" MAX. DOUBLE WASHED � fi, ..} PEASTONE � Nil°S , � - " � n ° J�.� � �;o: •/ q\o• � 4, 20b rr J," We RC it ! _); o \� _�� /• - cam, d` h.,, p'i - 0 ',h, 'bI Q " 46 r ..4 •� •O 5� .� !i Y ai �f- ° ti, q \• a ' Dr • � •� �, - .� � o•� 3/4 - 1-1/2. DOUBLE 48" 51-211 4 " WASHED CRUSHED STONE r TRENCH WIDTH \" �'P e -.:: Ir �(,. 13-2 11 r - ° o ( � - ^ �4 j NUMBER OF TRENCHES 1 00 j; a ��: OBSERVATION PIT N R..-,....n,.. .m NUMBER 0F DRYWELLS 3 vGivviV 04,1 LivGINEEzRitNG 1. ELEVATIONS SHOV'W N ARE BASED OIL NGVD ' _ P:=RCOLATION TRATE < 2 MIN./IN �� L _ ��� 2. ALL PIPES IN THE :``/STEM ;MUST BE CAST IRON O WITNESSED BY: ED BARRY OR SCHEDULE 40 Rdu'. B .RNSTABLE BOARD OF HEALTH �' / • _ _ �; 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING ' ��. MUST BE NOTIFIED WHEN CONSTRUCTION IS DATE: SEPT.13J994 \. COMPLETE PRIOR O BACKFILLING. TP#1 TP#2 74 o,r 3 . a,r 37.7 N DATA / \ \ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED BY CAPE & ISLANDS' ENGINEERING AND THE BOARD ,y� /, �/ w� � / �''\ •\ 1Ir62� `'•.,` OF HEALTH.. T TOPSOIL TOPSOIL 5. MATERIALS AND If�,STALLA ION SHALL BE IN 4 4 NUMBER OF BE _ DROOMS 4 93 I� COMPLIANCE WITH THE STATE SANITARY CODE 9I, W SUBSOIL SUBSOIL GARBAGE DISPOSAL NO [TITLE Vj AND LOCAL APPLICABLE RULES AND 24" 24" a REGULATIONS DAILY FLOW 440 GPD. CLAY SEPTIC TANK REQUIRED 1500 GAL. k 60� yy \ 6. NORTH ARROW IS FROM RECORD PLANS AND IS 34.7 36" 34.7 SEPTIC TANK PROVIDED 1500 GAL. B �.� � NOT INTENDED FOB: SOLAR ENERGY PURPOSES. �' 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. MED.-COARSE SAND COARSE SAND LEACHING REQUIRED 440 GPD. u 6 0 ���� �;� �� `. �� .� 8. FLOOD ZONE C [NC)N-HAZARD] COARSE GRAVEL l �° o ` jIS COTT 9. FLOOD PANEL: 25(;001 0003 D DATED:JULY 2,1992 SOME COBBLES 60r, SOIL ABSORPTION SYSTEM CALCULATIONS: p� hoL��,q' J?G}�, V�1, w 10. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL I . e' o GROUND DISTURBANCE OR VEGETr TION REMOVAL SIDEWALL AREA = 186 SF. c�,' N �^ WITHIN 100' OF WFTLANDS,INLAND OR COASTAL I FINE,CLEAN SAND _ �0�S o9'�� �O � BANKS OR FLOOD'�HAZARD ZONES. 186 SF. X .74 G/SF. 137 GPD. BOTTOM AREA = 441 SF. �q o NO GROUNDWATER 441 SF. X 0.74 G/SF. = 326 GPD. oti / 4 LEGEND 144° NO GROUNDWATER 25.4 144„ 25.7 LEACHING PROVIDED = 463 GPD. l/ >•" "I'll a \ . ~ 52 F'ROPOSED CONTOUR SINGLE FAMILY RESIDENCE EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM C)BSERVATION PIT PREPARED FOR L O / ❑ DISTRIBUTION BOY RICHARD & JEAN ZELMAN HSE.NO. 84 LOT 14 ALLYN LANE 0 0 0 SEPTIC TANK . 2z ��_ S h N } a_�. BARNSTABLE,MASS. SOIL ABSORPTION SYSTEM ' �s,�en r - / � �4,,, PLAN N0. 102202.32r ,� SCALE:AS NOTED. 4 20, FILE NO. 338BA DATE: OCT.22, ?ram \ E RESERVE RESERVE AREA 2002 a SEPTIC FILE NO. 72 PCS FILE: aIIynlane14 PIPE INVERT ELEVATION j w �1 2rA0 a,; F CAPE &ISLANDS ENGINEERING PLOT PLAN 258 75 14 84 rn �f��c 'i>`�:� 800 FALMOUTH ROAD, SUITE 301C �- , MASHPEE,MA 02649 (508)477-7272 SCALE: 1"= 30' MAP SEC PCL LOT HSE -� r