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HomeMy WebLinkAbout0030 BELAIR LANE - Health 30 Belair !arrte 053-002 Cotuit a TOWN OF BARNSTABLE LOCATION GJAlt' 4M_ SEWAGE # VILLAGE C0111"t' ASSESSOR'S MAP & LOT s INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY —_ LEACHING FACILITY: (type) P L� (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 leacing facility) J Feet Furnished by 1 a o a ►,a �Q�k �- a ay a3 a3 C 3 F f� TOWN OF BARNSTABLE II 00 LOCATION 30-6 @\R�2 LN,4e SEWAGE # Q��� VII,LAGE Co�v ASSESSOR'S MAP&LOT i "4 INSTALLER'S NAME&PHONE NO. ®ZJo��y�►'40 V)" � Pi'�C��O SEPTIC TANK CAPACITY C--)0 Ps� F 1' LEACHING FACILITY: (type) \e✓�Gl-��le(' (size) NO.OF BEDROOMS BUILDER OR OWNER Jl 01 r PERMITDATE: /�'�� �6 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 �a T i ul 16 1512:01a p,1 Commonwealth of Massachusetts ►1 P ��3 '�o°Z Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r141Ito' lr 30 Belair Lane ti Property A00ress ' t ••0 William& Michele Landes Owner Owner's Name z. information is required for every Cotuit MA 02635 7-74-15 page. Citylrown State Zip Code Date of Inspection . t 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:out When filling out f A. General Information on the computer, j / use only the tab 1. Inspector: ` i 6 key to move your cursor-do not James D.Sears use the return Name of Inspector key. CapewideEnterprises,LLC ' Company Name 153 Commercial Street Company Address rasa Mashpee _—�-- MA 02649 City/Town State Zip Code i 508-477-8877 S1623 Telephone Number license Number S. 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 j was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes i❑ Fails i ❑ Needs Further Evaluation by the Local Approving Authority 7-14-15 nspector's Signature Date i 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. I ""'This report only describes conditions at the time of inspection and under the conditions of use I of that time.This inspection does not address how the system wifl perform in the future under the same or different conditions of use. r _ l5ins•3113 _ TWO 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 1 of t7 j r i 1 Jul 16 1512:02a p.2 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 30 Belair Lane j Property Address William.&Michele Landes j Owner Owner's Name information is required for every Cotuit MA 02635 7-14-15 II page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) i Inspection Summary: Check A,B,C,D or E 1 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: i The system is a 2000 Gal. Tank D Box and four pipe field. I I I i 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 eAltration 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. 0 Y ❑ N ❑ NO(Explain below), i i i 15ns 3l13 Title 5 Official Inspection Form:subsurface Sewage Disposal System Page 2 of 17 Jul 16 1512:02a p,3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 30 Belair Lane Property Address William&Michele Landes Owner Owner's Name information is required for every Cotuit MA 02635 7-14-15 page. CityfTown state Zip Code Date cf inspection B. Certification (cont.) ❑ Pump Chamber pumpsialarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System.Conditionally Passes(cont): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ 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 wettand or a salt marsh Wins-3113 Title 5 Official Insoctim Form:Stbsofaoa Sewage Disposal System•Pepe 3 of 17 Jul 16 1512:02a p.4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Selair Lane Property Address William &Michele Landes Owner Owner's Name information required for every cotuit MA 02635 7-14-15 page. Cityrrown 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 Tess 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. I 3. Other: l� 1 1 I I i i s D) System Failure Criteria Applicable to All Systems: i F I 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 cesspoolEl I ® Discharge or ponding of effluent to the surface of the ground or surface waters i due to an overloaded or clogged SAS or cesspool i ElStatic liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ g Liquid depth in olip mom is less than 6" below invert or available volume is less than Y2 day flow 4 £.4&IIIAI C _ I t5tns.3113 Tille 5 Official Irspecllon Form:Subsurface Sewage Disposal System•Page 4 of 17 Jul 16 1512:03a p,5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments s 30 Belair Lane Property Address William &Michele Landes Owner Owners Name information is required for every Cotuit hAA 02635 7-14-15 . page. Cityrfown State Zip Code Date of Inspection B. Certification (cont.) I Yes No j ❑ ® 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. I ❑ ® Any portion of a cesspool or privy is less than 1.00 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 acid nitrate nitrogen is equal to or Less than 3 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] Q ® The system is a cesspool serving a facility with a design flow of 2000gpd- 1 0,000g pd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 GMR 15.303, therefore the system faits. 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 ❑ Q 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 El Q' Area—IWPA)or a mapped Zone If of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes° in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins 3113 Title 5 Official Inspection Frnm:Subsurface Sewage Disposal System-Page 8 of 17 I Jul 16 1512:03a p.6 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane I Property Address i William &Michele Landes j Owner Owner's Name j information required for every Cotuit MA 02635 7-14-15 ' page. CityfTown State Zip Code Date of Inspection C. Checklist j I 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 I I ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week nod? y � ❑ ® 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? U ❑ 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? ❑ 0 Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)1310 CMR 15.302(5)) D. System Information Residential Flow Conditions: Number of bedrooms(design): 7- Number of bedrooms(actual):' 6 , DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 770 LSins•3M3 rdl Official e 5 Oiraal Inspection Form:Subsurface Sewage Dispose!System•Page 6 of 17 Jul 16 1512:03a p.7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments g 30 Belair Lane Property Address William & Michele Landes Owner Owners Name information is required for every Cotuit MA 02635 7-14-15 page. City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 2000 Gal.Tank D Box and four pipe field. Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ® Yes ❑ No Water meter readings, if available(last 2 years usage (gpd)): 2013-482,00OGal 2014-580,00OGa1 s Detail: ` iE i I E I Sump pump? ❑ Yes ® No Last date of occupancy: NA j Date i Commercialllndustrial Flow Conditions: i Type of Establishment: — Design flow(based on 310 CMR 15.203): Gallons per day(gpd) i I Basis of design flow(seats/personslsq.ft., etc.): s i Grease trap present? ❑ Yes ❑ No E Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: { 15'�s•3M3 Title 5 Of dal Inspection Fonn:Subsudace Sewage Disposal System•Page 7 o1 17 I 3 I I Jul 16 1512:04a p.8 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 30 Belair Lane Property Address William&Michele Landes Owner Owner's Name information is required for every Cotuit MA 02635 7-14-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date i Other(describe below): i i i General Information E Pumping Records: Source of information: NA I i Was system pumped as part of the inspection? ❑ -Yes ® No 1 If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: j 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) ❑ InnovativelAlternative 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 ❑ right tank.Attach a copy of the DEP approval. El Other(describe): t5ins•3113 Title 5 Off del Inspection Forth:Subsurface Sewage Disposal System•Page 8 of 17 Jul 16 1512:04a p,9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments i sf 30 Belair Lane Properly Address William &Michele Landes Owner Owner's Name information is Cotuit MA 02635 7-14-15 required for every 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: 1996 Permit #96-300. Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 29' Depth below grade: feet Material of construction` ❑ cast iron ®40 PVC ❑ other(explain): . i Distance from private water supply well or suction line: feet Comments(on condition of joints,venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH 40 Septic Tank(locate on site plan): 1 g Depth below grade: feet Material of construction: i ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain) I If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?.(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 Gal. Precast H -10 1„ I Sludge depth: - 115ins•WU Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 i i I i i Jul 16 15 12:04a p.10 Commonwealth of Massachusetts Title 5 Official Inspection Form a b Subsurface Sewage Disposal System Form-Not for Voluntary Assessments . ' 30 Belair Lane Property Address William & Michele Landes Owner owner's Name information required for every cotuft MA 02635 7-14-15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle 29" Scum thickness Distance from top of scum to top of outlet tee or baffle 8 18" Distance from bottom of scum to bottom of outlet tee or baffle Asbult-Tape How were dimensions determined? Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, j liquid levels as related to outlet invert,evidence of leakage, etc.): Tank at working level.Tank and covers at 14" below grade. In and outlet tee's. No sign of ' leakage or over loading. i I 1 I I 1 i i Grease Trap(locate on site plan): I Depth below grade: I feet Material of construction: I ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): { I 1 Dimensions: I Scum thickness Distance from top of scum to top of outlet tee or baffle F Distance from bottom of scum to bottom of outlet tee or baffle — Date of last pumping: Date i t5ins•U13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 , i i — t Jul 161512:05a p.11 Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 30 Belair Lane Property Address William& Michele Landes Owner Owners Name information is Cotuit MA 02635 7-14-15 required for every page. City/rown 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•3113 Title 5 Offidal Inspection Fomr.Subsurface Sewage Disposal System•Page 11 of 17 Jul 16 1512:05a p.12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane Property Address William & Michele Landes Owner Owner's Name information is Cotuit MA 02635 -9�-95 required for every page_ Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal, any evidence.of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x 21"-T below grade.Box is clean and solid_ No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order. ❑ Yes ❑ No* Comments (note condition of pump chamber,condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order,system is a conditional pass. Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins-M3 TNe 5 official Inspeclion Form:SLsraface Sewage Disposal System-Page 12 of 17 Jul 16 1512:05a p.13 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane Property Address William &Michele Landes _ Owner Owner's Name information Is required for every eotUit MA 02635 7-14-15 page. CitylTown state Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number ❑ leaching chambers number ❑ leaching galleries number: I i ❑ leaching trenches number, length: ® leaching fields number, dimensions: 45'x23' P • I ❑ overflow cesspool number ❑ innovative/alternative system !� i Typetname of technology: — Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of I vegetation, etc.): Leaching is a four pipe field 45'x23'. Ck D Box and camera out lines. Line's are clean hole's open. No sign of over loading or solid carry over. No sign of holding water. c i i Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): i Number and configuration i Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer I i Dimensions of cesspool — I Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 15inr-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 17 a a i I t i Jul 16 15 12:06a p.14 Commonwealth of Massachusetts Title 5 Official Inspection Form i Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane I Property Address William &Michele Landes Owner Owner's Name i Is information a Cotuit MA 02635 7-14-15 required for every page. Cityrrown State Zip Code Date of Inspection . D. System Information (cunt.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): i I ; i i ; i I i Privy (locate on site plan): I Materials of construction: ; Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): I I I I I I I i I i i ;sins 3/t3 Title 5 Ofbdal Inspecdon Fonn:Subsurface Sewage Disposal System-Page 14 of 17 I i I j ; Jul 161512:06a p.15 Commonwealth of Massachusetts Title 5 Official inspection Form Subsurface Sewage Disposal System form-Not for Voluntary Assessments 30 Belair Lane Property Address William&Michele Landes Owner Owners Name information isCot�uit MA 02635 7-14-15 required for every _ 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 Jeast two permanent reference landmarks or benchmarks. Locate a))wells within 100 feet_ Locate where public water supply enters the building. Check one of the boxes below. ® .hand-sketch in the area below I 1 f {� 13_,A ' 8il e k = 6f� I i I L � I 1501s.-Y13 7i11a s offidni kapaaion Form:subsurface sewow Drsposal System•Page i 3 r Jul 16 15 12:06a p.16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane Property Address William &Michele Landes Owner Owner's(Name information is required for every Cotuit MA 02635 7-14-15 page_ City/Town State Mp Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells 8' Estimated depth toga ground water: feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 160 feet of SAS) } i ❑ 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: Hand Auger T.H. 8' G.W., T.H. next to D Box. Bottom of field at 2' below grade. Bottom of field at 6' above Auger Hole. 1 a Before filing this Inspection Report, please see Report Completeness Checklist on next page. Wins•W13 - Tcle 5 Ottidel Inspection Form:Subsurtme Sewage Disposal System-Page 16 d 17 i _ 1 i l Jul 16 1512:07a p.17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 30 Belair Lane Property Address William & Michele Landes _ Owner Owner's Name information is required for every Cfltuit MA 02635 7-14-15 page. CitylTown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D,or E checked ® Ins ection 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 A , i I I I ; . ' I I • i 7 i t i t i I I I I i E I I t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 17 of 17 ! t I i i RICHARD A.GARGIULO GARGIULO/RUDNICK,LLP BOSTON OFFICE EDWARD R.GARGIULO ATTORNEYS AT LAW MARIELISE KELLY• 766 FALMOUTH ROAD(RT.28) 66 LONG WHARF CONSTANCE L.RUDNICK BOSTON,MA 02110 PATRICIA NOYES-CORRIGAN MADAKET PLACE, SUITE A-6 TELEPHONE(617)742-3833 JOHN H.BEE MASHPEE,MAS SACHUSETTS 02649 TELECOPIER(617)523-7834 JOSEPH F.CAVANAUGH,III GRIDLEY M.LGSEE,JR. ALICE M.FORBES ROBERT A.GRIFFITH TELEPHONE(508)477-6400 OF COUNSEL TELECOPIER(508)477-0455 JOSEPH F.STRUMSKI,JR. MATTHEW J.MURPHY ALSO ADNMnD M NY&NH July 20,2005 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: 30 Belair Lane, Cotuit Dear Board Members: Our office represents the Cotuit Oyster Company, Inc., a commercial aquaculture venture operating over 33 acres of grants in the Cotuit Bay area,with a place of business at 26 Little River Road, Cotuit. Because of the nature of the business, the Cotuit Oyster Company is particularly interested in water quality issues which may impact the Little River/Cotuit Bay area. It has recently come to our attention that the owners of the Landes property at 30 Belair Lane Cotuit intend to add on to their existing house and to finish space in the attic 1� eveT. After reviewing information in your file for the site and the files of the Conservation Commission on the proposed expansion, it appears that the proposed modification will result in a dwelling with at least 7 bedrooms. The septic system application and inspection report for the site are.for a home of 5 bedrooms with an oversized SAS. The Assessor's Card for the site shows 6 bedrooms. On June 7, 2000, Peter Sullivan wrote to your board saying that his analysis of the then existing SAS showed only 766 gpd capacity. That is a few gallons short of the 770 gpd necessary for a 7 bedroom house. To the best of our knowledge based on your records, there have been no changes to the system since that report. The site/septic plan of the site from 1996 by Baxter&Nye and stamped by Mr. Sullivan shows observed groundwater at elevation 1.75' and a high well observation of 23. The SAS was to be located just ±50' from the adjacent BVW. The plan, however, shows wetland symbols on the landward side of the BVW line, between the BVW and the lawn edge. If 0 PACOTUIT OYSTEKGARGIULO�B Board of Health-Landes letter 050720.doc I 1 GARGIULO/RUDNICK,LLP Wednesday,July 20,2005 Page 2 of 3 these symbols denote wetlands, the system could be less than the Title 5 requirement to wetlands. Further, the coastal bank is not depicted on that plan. Although it was industry practice at the time not to call out a coastal bank where topography never exceeded the 100 yr. flood elevation or where the steep part of the slope did not extend to the 100 yr. flood elevation, we know from the DEP ruling in the Cotuit Oyster project that the Department wants such short, low, sections of bank to be called out and labeled as coastal banks from which Title 5 setbacks are to be measured. There are numerous places on the Landes property where slopes below the 100 yr. flood elevation are steeper than 1:10. In the area to the east of the SAS between the 4'contour and the 8'contour,the run is±25;±1:6.25. This would qualify as a coastal bank under current interpretation. The existing SAS appears to be t 18' from the 8' contour which would, based on the topographic depiction of the plan of record, be the.bank top here. A similar situation appears to occur to the southwest and northwest of the system, and adjacent to the curve in the drive northeast of the house. We would also call your attention to the fact that the site uses a rather prodigious amount of water. Based on records of the Cotuit Water Department: 546,000 g for 2003 (1496 gpd) 423,000 g for 2004 (1159 gpd) This works out to between 231 and 299 gal. per bedroom, there currently being only 5 bedrooms permitted by the DWIP. If one assumed the Assessors' count of 6 bedrooms, use is still 249-193 g/bdrm/day. Considering the water use, an inadequate leaching facility could be problematic. Further,the design for the system as shown on plans of record has no backwater valve in spite of the fact that the invert of the building sewer is at 9.3' in an area where the A Flood Zone is 12' and the immediately adjacent V Zones are 15'and 14'respectively. It appears,then,that before the house can be modified, Title 5 Variances are required for setbacks from wetland resource areas and/or capacity of the system. We would appreciate it, if you agree with us, if you could notify the Conservation Commission, the Building Department and your counter staff not to sign off on any permit application until appropriate Health Variances have been granted based on a new septic system design and, of course, a restriction against the addition of more bedrooms in the future, since that apparently was not required with the 1996 redesign. Thank you for your consideration. PACOTUIT OYST'ERGARMLONNUB Board of Health-Landes letter 050720.00c GARGIULO/RUDNICK,LLP Wednesday,July 20,2005 Page 3 of 3 Very truly yours, Edward R. Gargiulo ERG/mb cc: Barnstable Conservation Commission Thomas Perry,Building Commissioner Mr. William Landes Cotuit Oyster Co.,Inc. Arlene Wilson PACOTUIT OYSTERGARGfULOMB Board of Health-Landes letter 050720.doc r Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655' Peter Sullivan P.E . Mass. Registration No. 29733 Phone 508-428-3344 Fax 508-428-3115 e-mail: psullpe@aol.com June 7,'2000 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: 30 Belair Lane, Cotuit/Map 053 Parcel 002 Dear Board of Health, I have been asked to evaluate the capacity of the existing septic at 30 Belair Lane. Please find attached copies of the following: F 1. Plan for Renovation/Addition for William Landes by Peter J. Coneen dated 5/23/00. 2. Subsurface Sewage Disposal System Inspection•Form dated 10/09/99. 3. Board of Health as built card Permit #96-300 dated 12/18/96. 1' 4. Septic Upgrade Plan at 30 Belair Lane for Rory Cowan, latest revision date 9/03/96. Based on the above, the system is in good working conditions and has a capacity for 7..66.gallons per day. This capacity_ exceeds the present bedroom/room projected flow. Therefore, the system is in accordance with 310 CMR 15.301(5) and does not require upgrade/modification. I trust this meets your present needs. If you have any questions, please feel free to contact me. e ruly urs A OF KHR suufvaa Peter Sullivan NO. Sullivan Engineering Inc. CML cc: William J. Landes (without attachments) At John Alger, Esq. (without attachments) Will Swift @ Cape Associates (without attachments). Members of American Society of Civil Engineers, Boston Society of Civil Engineers ate.\ COMMONWEALTH OF 14ASSACH U SETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET,BOSTON MA 02108 (617) 292-5500 v TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID!B, RUNS��j"� � Co Toner Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM �� �PART A � A ` (�T#a kd CERTIFICATION Q w Property Address:30 f3ELA I^ b4N Name of Owner K.(foomoIf A c� �m1� Address of Owner- SA/l16- ;r;01r Date of Inspection:l✓��'r��l M34*4; Name of Inspector:(Please Print) 61OW420 C,c3(3_f►S tales 1 am a DEP approved system inspector pursuant to Section 15.340 of Trde 5(310 CMR 15.000) Company Name: Mailing Address: (;-A ujono nu& .S4 N wi Telephone Number: C Sr)-3 CERTIFICATION STATEMENT 1 certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of 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 Inspector's Signature -�/��>✓ Date: The System,lnspectorshall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)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 sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS 2,000 CA(Lb0J SCP?l C T-AIL'Irl, r &ZOO COtO N riW L f Ke �(i-rL� soc.j OS U -COX, i revised 9/2/98 Pagel of11 i�Printed on Recycled Paper , 111 •t r a^ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A ; CERTIFICATION(continued) Property Address: 30 (3E'CAn►p (-AA)G R Owner: t"(}W A(v Date of Inspection:iO _5_rG IG INSPECTION SUMMARY: I 'Checkf� B, C, or A A.` SYSTEM PASSES: \ 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 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. 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,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is 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 complying septic tank as approved by the Board of Health. _ 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 revised 9/2/98 Page 2orii ` SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) -property Address: 8CL P I^ 64NC Owner: Date of inspection: C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR IS.303(1)(b)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 surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 21 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 AND SAFETY AND THE 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 soil absorption system and the SAS is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and the SAS 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. Method used to determine distance (approximation not valid). 3) OTHER revised 9f 2/98 Page 3of11 M SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART A CERTIFICATION(continued) Property Address: Owner: R,t a w(N f Date of Inspection: l�_q l��q D. SYSTEM FAILS: 1 You must indicate either"Yes"or"No" to each of the following: 1 have determined that one or more of the following failure conditions exist as described 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. Yes No 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. 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. 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 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. 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: 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: The system serves a facility with a design flow of 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: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 11,of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: )U B604 irk UW C Owner: Q,c}Uj a(V Date of Inspection: its..�_1999 Check if the following have been done:You must indicate either"Yes" or"No" as to each of the following: Yes No V _ Pumping information was provided by the owner,occupant.or'Board of Health. • None 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. WE&KC&ID HQ 66:' As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. _ All system components, , have been located on the site. The 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. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example,Plan at B.O.H. Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)(b)) _ The facility owner(and occupants,if different from owner) were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Pagc5of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 3a Owner: R,apt, ,40 Date of Inspection:(O�_'��� FLOW CONDITIONS RESIDENTIAL-, Design flow: I ID g.p.d./bedroom. Number of bedrooms(design): Number of bedrooms(actual): Total DESIGN flow -7t2_ Number of current residents:_ Garbage grinder(yes or(g):AJO Laundry(separate system) (yes or If yes,separate inspection required Laundry system inspected (yes or no) Seasonal use(yes or no)— Water meter readings,if available(last two year's usage(gpd): Sump Pump(yes or no): 1s Last date of occupancy: L " X`511)0.s COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: QPd ( Based on 15.203) Basis of design flow 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: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: S STEN! oticY -:� yrs 6Id tjo-t E6ErU Pyft,14�� System pumped as part of inspection: (yes orl&!t If yes, volume pumped: gallons 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) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other / �1 APPROXIMATE AGE of all components,date installed(if known)and source of information: Sewage odors.detected when arriving at the.site:(yes or no) LID « revised 9/2/98 Page 6of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property We=:—2,10 (35G(412 C n/, Owner: K I Cec wlu Date of Inspection: fo-`I-19y� BUILDING SEWER: (Locate on site plan) Depth below grade:_ Material of construction:_cast iron_40 PVC_other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints,venting,evidence of leakage,etc.) SEPTIC TANK::�, (locate on site plan) Depth below grade:�N6lS Material of construction:xconcrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: ��+`X ���►v}x�����I Sludge depth: I i A Distance from top of sludge to bottom of outlet tee or baffle:30•mc'43 Scum thickness: 1 1 V0'0 Distance from top of scum to top of outlet tee or baffle:-2-1 M04 S Distance from bottom of scum to bottom of outlet tee or baffle: t ►fvw.5 How dimensions were determined: i4PE l�evRSt�62E Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of li uid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) i F}!V(� �t ES f110* �1l�CD CL�✓FFR.'f111� LDER Yr 60., C04Up17/0k,,/ PLA,s /C 7n c' 01)-rc ET- //U L( T 'Zt�S GREASE TRAP: (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: (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 9> 2/98 Page 7of11 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:30 BEL AIR e- Owner: R,cDWfto spectio Date of Inn:' TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or 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/day Alarm present Alarm level: Alarm in working order:Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) .DISTRIBUTION BOX:-A (locate on site plan) n�, Depth of liquid level above outlet invert: q [7v-MM 0071- P90 Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box, etc.) ntS�R(t3i.�77�/�I is EQJ L�. Ala SOL!D..S � yE/�i' CC6.74A+ PUMP CHAMBER:_ (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) revised 9/2/98 Page 9of11 J SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 30 8C-141R C.N' Owner. Q,Cam;A N Date of Inspection: C SOIL ABSORPTION SYSTEM(SAS):X (locate on site plan,if possible;excavation not required,location may be approximated by non-intrusive methods) ff not located,explain: Type: leaching pits,number:_ leaching chambers,number:_ leaching galleries,number:_ leaching trenches,number,length: leaching fields, number, dimensions: LITX 2 I overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, damp soil,condition of vegetation, etc.) S©tL l opq Np - 'S OF XMOMIUX FAlt' - IVd Pcf �/l.°E ik, C.64rR i eK0 IS C �l�LI A1110 - Ry; 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 groundwater: 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: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation,etc.) L vised 9/2/98 page 9or11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property address: 3E3. l3cLAt R Ll+l, Owner: f2,(ow/w, Date of inspection: lo-9 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes into house) REAR all -- EC IV a3 V I , q3: 1 i bf3SER�'a7�oN HOLE S I-OlUE IS Ct-64A) /Uo Ar? revised 9/2/98 Page 10of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property,Address:30 (3€ /w? Owner: COi�Ut1U Date of Inspection: ►0- '� Ir,Q i NRCS Report name 7-I Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE:EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater I Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observed Site(Abutting property, observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records Checked local excavators,installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) f revised 9/2/98 Page 11of11 DEC.24.199919._9 0241) PUTNAM INVESTMENTS, NO.220 P.10 ..-M. PROPRTIES r.a4/15 gt�URN1R��NfAOL DIiPOiJIL>i1q��M plt;t�TlpA1 Ftlt�iA. PART C tfi"BTiM Yta'48MAT10�1�idWN air s` ) $&AIR o.o�atMw..dtldn:���� • smm of$WN"E Ma" b on to of Itnt two pwo%mw t rel" nw hndmrkv or eondrn%ft loaW d wolf Wom 140'lWes a whoa OuWo water a"Ov corms bm hauW R6A R UF j4PJ ogy revised 9/2/98xu�u DEC.24.1999191. 9:03Rf°il0 PUTNAM INVESTMENTS PROPERTIES N0.220 P 1iSii5 8=UgFAC.0$GNA0p D1L'MAL 81/RM W POMN FORM WOlMM7101111 kan*WW OUIW Dora d MaPeadan:���'I� � 1JR95 Report none 1 ga0 TVPN— TY*W dopth to wowAwwc u800 Once wab o vieM Obesrvadah Wept clw dtW ammdwuwdepth: ft*4w �Moderate�,ONp GIT19 WA M slspe surbas waist check Cellar Shl4w wells Udmnwd Oepth to Groundwater L Feet Pease Nhe"M ep the M6040 used tb 4et R099 Nigh Oroundwear Devetlenr Obtained ham 0e611n Phone an resod Obse4*She IAbu a preporty.96orvgien hole,baeenhsnt swmp m.) Deuhheireeq pant Ioow etonmm "Checked with isdlbewd of 40th t heOld MW Maps „Cheekod piMnpiltl teeade A chm*ld bed eewav tom,Inserters. _used U4102 oea Daeuribe haw YOU ei 0401ed the high Qregndwa m BmtWu be cem avA revised 9/2/98 pwitoru MTF. P.15 9 0 3 No. �O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSAC�4 USETTS 01ppitLation for �Dtzponl *raem Cow6tructiun Permit 9 Application is hereby made for a Permit to Construct( )or Repair(K)an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. w� MA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow `�-7 0 gallons per day. Calculated daily flow '1'7O gallons. Plan Date logs 2.4, Mto Number of sheets 1 Revision Date Title SeEnc, 026"0G. R.aa x ' 3-a ftmy- I-A Lorui•r Paz Qglj COWAO Description of Soil MtSr>10yV, SA.Nc, °-1 wzj,=_ of 6aAVi5L_ V Nature of Repairs or Alterations(Answer when applicable) A. wz Url xi4o RL-i— 'S tarxis` ue., C z_4r,�D� OLS LacATL— 114 0e. IJF_AV_ MAaSlk — itl`11" L1_ `x ?IC —tA#4L Age, 1_6"' I C4i:> 4nQ GOAAPIj W W4 1"1"I L.G JE> 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"EnvironmentaCode and not to place the system in operation until a Certifi- cate of Compliance has been issued by is Board Signed Date Application Approved by Application Disapproved for the following reasons Permit No. - Date Issued — _ � � � w Dn � � �-�� c n�'�1 �5 3 ��S -.. r ••Y,,,-n- .: •ti r• ',:�Cs tt.`J'.! sk 1.�-- „„ w.y:;,• t ,�t+.�7..� .+ti.+. c _�,_, ,.� i ee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH`DI,UISION - TOWWOF BARNSTABLE., MASSACHUS)ETTS 2pprication for Mi4po5al *pgtem Co-hotruction Permit Application is hereby made for a Permit to Construct( )or Repair(K)an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. ,/ }-`GAAV. 40WA.1,4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '5AX rP, ¢, U-4 g trJC.. ra��-?uu v..��,�t z tiag -� yo &MM/a1N ST (.�,r ��Ar o, (U. cn:l. t Type of-Building: t ` Dwelling No.of Bedrooms 1 Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1-70 gallons per day. 'Calculated daily flow •7-70 gallons. I Plan Date 046'7.4I, 'Iaq(i Number of sheets Revision Date 3 Title S6pnC. OP"ADF, P�A-0 Ar 30 �IR. LA 60rViT"`.�ilfL_ iZOg? -j 40WAA Description of Soil 'CUD54 'I - GLG;AIJ MWWywL SaN�.'-Ti2ac viz- 6aAVbL- -ti Nature,of Repairs or Alterations(Answer when applicable) ABA-WAO►-4 A 14o Fit.,(... S' 1✓X i5 n tj e.. . 6aS o(,S L_nCAm:�l 114 oe- WF-AV— MA12S6� — iQjr•A4.. %pne— 't'74WK. QW� LIsAtt Q=t� 4-0 coMpw tv rt-A TrM�G S I) - Box" iY Date last inspecied:. 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 Environments Code and not to place the system in operation until a Certifi- Cate of Compliance has been issued by is Board o ealth *' ` Signed Date T ApphcatiogAppr.oved by e _ ` w r' 'Application Disapproved V' �the:following reasons Permit No. .r Date Issued I�sz, THE COMMONWEALTH OF MASSACHUSETTS _41 (`� PUBLIC HEALTH DIVISION BARNSTABLE..MASSACHUSETTS Certifirate of (Compliance THIS IS TO CERTIFY i that the On-site Sewage Disposal System in•st fled( )or�,epaired/replaced(�)on by (3,041n J3✓t.. t.✓ for C-�1�t a has been constructed in accordance ` with the provisions of Title 5 and the for Disposal System Construction Permit No. ate _ / Use of this system is conditioned on compliance with the provisions set forth bel -'----"-"' - .���_�.r�.�-.•.tom.�-,_.•� ;m---�_-�—— .._. ___ _ - - - - - - -�- �- I No. D� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'Wi5p0ar *pgtem (Construction Permit Permission is hereby granted to 60k-do h LRu tjtv uS. to construct( )repair(fC)an On-site Sewage System located at 30 IOU A,F_ LA- Co m n— 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. All construction must be completed within two years of the date below. !!,A, e Date: ��`��— 9G % Approved by Okt til rN r i TOWN OF BARNSTABLE LOCATION 30—B L P"e SEWAGE # Q D"3 o O VILLAGE COTi. l ASSESSOR'S MAP & LOT IINSTALLER'S NAME&PHONE NO. Q0(,33a -S6 4f O SEPTIC TANK CAPACITY a0C)0GP1k, LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER )IO/'7'- L 041h--•c PERMITDATE: 6 —COMPLIANCE DATE:�Z 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 tear ing�cility) Feet Furnished by _ . �>0 rs. rr,. in*Q�5 k w v Town of Barnstable Department of Health, Safety, and Environmental Services eAtttvaree � 9Eo �,� Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A McKean FAX: 508-775-3344 Director of Public Health February 8, 1996 Rory Cowan 261 Fairhaven Hill Road Concorde, MA 01742 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. 3 0 . J��� ��rl located at was ins ect d o �by a as achu tts licensed The septic system owned by you o p � septic inspector. J The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Portion of the soil absorption system (SAS) is below the high ground water elevation You are directed to hire a licensed professional engineer (PE) to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one (21) days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty-five (45) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH as A. McKean, R.S., C.H.O. Agent of the Board of Health r BEER & NYE, iNC. - Professional Land Surveyors and Civil Engineers 812 Main Street a Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX(508) 428-3750 WILLIAM C. NYE, P.L.S.-President PETER SULLIVAN, P.E. -Vice President-Engineering RICHARD A.BAXTER,P.L.S.-Vice President February 12 , 1996 Mr . Thomas McKean , R.S. , C.H .O. F rfA^,^.` Director of the Board of Health Town of Barnstable 367 Main Street Hyannis , Ma . , 02601 ; Re: Cowan Property - 50 Belair Lane, Cotuit Dear Mr . McKean : This is to inform you that Rory Cowan has asked Baxter & Nye Inc to prepare plans to upgrade the septic system at the subject lot . We are presently working on topographic plans of the site and will prepare the septic upgrade plans as soon as possible. Should you have any question please call me at the office. Very truly yours , Baxter & Nye Inc . Richard A . Baxter., P. L.S. Vice President cc : Rory Cowan RAB:slg MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS ^t! Town of Barnstable Department of Health, Safety, and Environmental Services AM. Public Health Division Q 039. , � & 367 Main Street, Hyannis MA 02601 office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health January 24, 1996 Peter McKellar 30 Belair Lane Cotuit, MA 02635 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at 30 Belair Lane, Cotuit was inspected on September 29, 1995 by Roger Roberts a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: 9 Portion of the soil absorption system (SAS) is below the high ground water elevation You are directed to hire a licensed Town of Barnstable septic system installer to submit a sketch diagram of a proposed system to the Town of Barnstable Health Division Office (Town Hall, 367 Main Street, Hyannis) that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within (14) fourteen days of receipt of this notice. You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Z ASSESSORS MAP N� [Installer letter] sl TO: �v-7' (Date) ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. -�'��"7'� The septic s stem owned by you located at o6 ..���1 ���+" was inspected on lc' � Y - ° a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: You are directed to hire a licensed Town of Barnstable septic system installer to submit a sketch diagram of a proposed system to the Town of Barnstable Health Division Office (Town Hall, 367 main Street, Hyannis) that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within (14) fourteen days of receipt of this notice. You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable :L t . Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of r Environmental Protection I William rF.n weld GoGovernorrq GC�D�1! ® Yt or RE Trudy Coxe. $ecreinry,EOEA David 0.st►uhs DEC 5 1995- e Commissioner I . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMIDEn PART A B� TM OF BARNSTM CERTIFICATION Property Address: �� � `r�(. V� C1 i Ll}1 7 Address of Owner: nt, MO Date of Inspection: �'" r3"t`� (If different) ` : Name of Inspector:-� r Company Name, Address and Telephone Number: t `CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below.is true, accurate -and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage.disposal systems. The system: , ttht� s Passes t(1 Conditionally Passes { Needs Further Evaluation By the Local Approving Authority Inspector's Signatur Date: _,Q They System Inspector shall.submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this ten*inspection:' If the system is a shared system or has a design flow of 10,000 gpd:or greater, the inspector and.the system owner shall submit the report to the appropriate"regional office of the Department of Environmental Protection. ;. ktr original should be sent to me system owner and copies sent to the buyer, if applicable and the approving authority., INSPECTION SUMMARY: xEho Check`A B,C,or D: . „ r �''s"pK :,$��'{`a1(li�rs,'f ��E !ti,i � ! ^,.i .. `� � r r •v� °� 3yq ::Mfg .K- �... .. ?14'• .,! rA)`SYSTEM'PASSES r.k, 4 . e,t! [f iya;F �''S t..Lrt ,-; .. .'a:f ., -e;, ., . e r 4 {•.rj r -•r Rry� - } i' n ass � '^I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303 'rY .,Nh3,', Any failure criteria not evaluated are indicated below. , `` :1j SY TEM CONDITIONALLY PASSES z ' • 'd i3 his.(zr.;r�rr; <F:e"� r r' Onelbr"more system components need to bereplaced or repaired. The system, upon completion of the replacement or repair, passes inspection. , * Indicate yes, no, or not determined (Y, N, or'ND)i:Describe basis of determination in all instances. .If."not determined.",explaln'why not) The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration,`ortank failure is imminent. The system will pass inspection if the existing septic tank.is replaced with a conforming septic tank as {. K r3 approved by the Board of Health. ;{ z a r, 3, fIrevised 6/15/95) t .. g s lr 'v x ;One Winter Street • Boston,Maespchusetts 02106 • FAX(617)556-1049 • Telephone(617)292-WO Printed on Recycled Paper r ., p C r }� SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) ` ' Property Address: kco.,Q_ ,,C i6ru, F°t ' Owner. '✓" Date of Inspection: �`t—el BJ SYSTEM CONDITIONALLY PASSES,(continued) x 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 $ °c Board of Health): broken pipe(s) are replaced obstruction is removed 'distribution box is levelled or replaced S t i aX13 w The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass: 5' inspection if(with approval of the Board of Health): ` broken pipe(s) are replaced s` h obstruction is removedVa a q; C]. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: • wr,adstar; 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. a, SYSTEM WILL.PASS UNLESS BOARD OF HEALTH DETERMINES THAT.THE SYSTEM IS NOT FUNCTIONING iIN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: - k + . Cesspool or privy is within 50 feet,of a surface water w'`,'ll E� Cesspool orvprivy 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 APPROPRIATE)aDETERMINES THAT�r)f a ''.F}drs,•,. THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND,THE ENVIRONMENT: f•, ;. #s;d,< ttf!�,:3,.;r��#1 1 hp sysienl has a septic tanK ano soil absorpLiUn system and is within I0G feel to issurfface -v nwer 5uppii Or tflbwait;to a } . surface water supply. f+pd fro ` ,+ �� The system ha! 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 A The systenf has aseptic tank and soil absorption system and is less than 100 feet but 50 feet or more from a pnvate water ; r supply well; unless a well water analysis for coliform bacteria and volatile organic compounds indicates.that the,well4tsa , ., }rt#A tree from pollution.from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5, ° k4 as iht .i i) ppm fa ,a �i` 9t;a P; ,h .f; a, . :.;+r sf r;ai # ai , SYSTEM FAILS: gg A 4 0pp pp ,M 1.Y.Cy R,• 6a� ,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:lJhe Board of Health should be contacted to determine what wild be necessary,to correct• ' w ,r the failure. a'�y"9 �r �1r lilFii'- x f t . e Backup of sewage into facility or'system component due to an overloaded or clogged SA$,or,cesspoolAft.y,4`y � � ' 1�_11 i"° A l# t 7S!k �..5" )+ iPil+l P� 4r} i�f"i t t�° '`,` '' Dilchargeaor�ponding of effluent to�the surface of the ground or surface waters duet overloaded or clogged SAS or g F ? 1; � r s A ,+ ! i 7aa lr J°sa !.•jt�} �`z - � m: cesspool. +r �.. revised 8/15/45) 4 a w}'{? 9i" s i} .•'r A.;._ t`1Li :IIQ. i; t x o�n577 h� tY $ �h 1 elf, 4..,�•r`,"t'.L'..`:.. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM G PART A CERTIFICATION(continued) k , �i.Property Address: e4�y Date of Inspection: DJ 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(low. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). k, .f Number of times pumped a Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. . ti7 Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply, k 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 Y F ft ;r Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well wit forno acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysts y� r coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. , h ''EJ LARGETSYSTEM FAILS: " f ) The following criteria apply to large systems in addition to the criteria above: t -The design flow of system is t0,000 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 �F the system is within 200 feet of a tributary to a surface drinking water supply $� ,• Yf, the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (IWPA) or a mapped Zone II of a , ; < s, public water suppiy well! f The owner or operator of any such system shall bring the system and.facility into full compliance with the groundwater treatment program '� �; 3 requi ements of 314 CMR 5.06 and 6.00. Please.consult the local regional office of the Department for further information. } `aBCt s d XT Ire vised 8/15/95); i^ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B * s: CHECKLIST s,'4;�. {, *hit Property Address: `"$ A Owner•:. 1iNv- 1�G �.•Date of Inspection: .Check if the following have been done: r} ✓Pumping information was'requested of the owner, occupant, and Board of Health. k 4ri,r .. ZNone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates �t during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection, As built plans have been obtained and examined. Note if they are not available with N/A. x">' ZThe facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow l/The site was inspected for signs of breakout. � � { All system components, excluding the Soil Absorption System, have been located on the site. ;. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or {t , tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. "$ The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by.non-intrusive methods. wr ar r �a The fGCiut) G occupant-, i, di„ere were owner, ere provided with information on the proper maintenance of Sub• ,, Surface Disposal System. rfry irl �, m• 'Y �.1 t'l A.3 ki t,'y;4 y k ag J - •FM' C ¢ fr - r d� Y'�ty &�,. (revised,8/15/951 4 y- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION ' Property'Address: 6o Z>v\c-xY-- Lr.,\ C CoTu t`Z "!;t.''Owner" � # Date of Inspection: FLOW CONDITIONS ���'�RESIDENTIAL• .� ' ,����S;r tt��`t� 'Design flow: allons 1.'Number of bedrooms: a �.Number of current residents: � � :t:!c t���f) '• ' ,,tp Garbage grinder(yes or no):�Q '*laundry connected to system (yes or no): LID 4tSeasonal use(yes or no): \ " ,;rWater'meter readings, if available:_ Last date of occupancy �i. �/�- �'��' �� 't;?r�t ;r�•�.t�: ,,COMMERCIAUINDUSTRIAL: to ,Type of establishment:Ai /Y . Design flow. gallons/day ! ti Crease trap present: (yes or no) yr t=rt rot 1t�iit7f5tc i td i i���th i •, Industrial•Waste Holding Tank.present. (yes or no)_t ,y Yl it, r4Yz, , 'I�tfd t Non-sanitary waste discharged to the Title 5 system: (yes or no)_ , `Water meter readings, if available:' �- µ ^ r n'Last date of occupancy: "• +` �A o OTHER (Describe) K� r Llast date of occupancy; xq S Txa GENERAL INFORMATION Y�nP4��J,yMPING RECORDS and source of information: �1 * System pumped as pan of inspection: (yes or no)_ #f r x `If yes,volume pLimped.. gallon- " .f �" Reason fo( pumping: 5.5.. Fh7lx�-s1t!'lU ;Rx i�' : a. .,. f -vi r t f' i y a ���• �` , r,� .y •3tt',�� 1+.�, :�gr�,�sfYr�:� f�4f7� ;� �,, TYPE`OF'SYSTEM $epuc tank/distnbution box/soil absorption system �5• � -... . . .. "•. �. �,», . r a..,�.,,�� �, 'Overflow`cesspool w n.s•i�. ..-.., . , o- „,.....,.k - "°""""'"` akew+m w. { 0I privy.,; , Y�" n,w .�..r-�. ...^4t,«w/s f a. •- ' xrAp ° Shared system:(yes or no) (if yes,attach previous inspection records, if any) ;< ,Other(explain)21. uk 7 r; a Z�'a,��r x- �"^;� f.... �:.� •0 t APPROXIMATE AGE of all components, date installed (if known) and source of information: Sewage odors detected when arriving at the site: ( es or no) Y rev ised,s/pis/9sl ,d c S"Ati Y, I t r ' ''` SUBSURFACE SEWAGE DISPOSAL SYSTEM,INSPECTION FORM u' PART C SYSTEM INFORMATION (continued) ' r n r Property Address: ,-5/ 07 e-� 1 Y"t Xt--Q, e—OTUiT r e YY3V�t Owner: VWV Date of Inspection: t SEPTICTANK: (locate on site plan) r Depth below grade: `�k Material of construction: concrete —metal —FRP—other(explain) 461 Dimensions: % �, r Sludge depth: ` Distance from top of sludge to bottom of outlet tee or baffle: ' cum thickness: Distance from top of scum to top of outlet tee or baffle: 4' . •` «t` ,, #�ti 4 . z Distance from bottom of scum to bottom of outlet tee or baffle: u Comments: _ �#d:• i z(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, stru_ctura) t' '>".4,integrity, evidence of leakage, etc.) „ 'e GREASE TRAP: 4 allocate on:;ite plan) Depth below grade: sP Material of construction: —concrete —metal —FRP—other(explain) x> . 4;Dimensions: r Scum'thicknese: .a + a - r'Distance,from top of scum to top+of outlet tee or baffle: �+ D1$tance from bottom ni scum t-hnttnrr of owlet tee or battle, � r. rt t •,• F:t3txtrs#a� rt` 1�,�:,��� 4.Comrnents: �t � ah(recommendation for pumping, condition of inlet and outlet tees,.or baffles, depth of liquid level in.relation to outlet invert;structural ff� �3.. tZfi , 8A ?.n,t"^ i—egrity, evidence of leakage, etc.) �4, yV r Q w ,Rli w�q�`��� Vf sX t '+,.._ .`••J}`. , > :, .-?. irr , t ::"'if 'i>.; $ otry 2`t!:'G!",1 �`)�"4.}s•: s.i'�'�b��{� �� : �T�d ��iF SiL tet� Y ,� _ F. , � f" �k���•4 1.o %•d$.), att+,titYdi tT�sTr?. 12l. fF Nrfi ^ ;. eviaed 6/1,5/95) 6 `.,�, $ 4Vj Ylt ryk 1, 4 4 k i a �R 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM PART C 1. SYSTEM INFORMATION (continued) 'e�1� Property Address: 3C� i r t�.4,,.-e-- Ceru , _ Owner: j�✓♦ (/�C `<<{•--. 1 v t �'r�, r hv3" ate of Inspection: TIGHT OR HOLDING TANK: 04 , •' ;',ff y� {x (locate on site plan) p�# Depth below grade: . , ._ . •' fl ,..�=r Materiaf.of construction. concrete metal FRP other(explain) }t t ',;Dimensions: Y3 r�p'a..Capaciq': gallons 4'0VV Design flown gallons/day M`Alarm level: + ` ' i Comments: ">if '(condition of inlet tee condition of alarm and float switches etc.) rDISTRIBUTION.BOX:La �.,-,I(locate on site plan) .{N S=C1 r'F +�A t, �f r;5 Depth of liquid level above outlet invert: t , 0,{{,,�.Comments:. '� p tnote ii level and drstributwit ryuu, e�tuence of solid carr�o�er, evidence of leakage into oi out of.box, etc.) ...._. ..- .. ,,, tit .. y 4i UMP„CHAMBER:. �s`(locate on..site plan) Pumps to working order.(yes or no) ww Ira '31 Comments:,- ' �„ (note condition of pump chamber, condition of pumps and appurtenances, etc.) Al ,fir�"4'>A*+F4g 'f mr.''. ,.,,,... .,.,., .w+...,...•. ' vee,r®F+M,KZHw\� Q,aw M M k' (revised 8/15/95) 7,. ' a���;. } P` fey Y�•Y'' P - L; �!��`r..+ r t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART C SYSTEM INFORMATION (continued) Property Address: 'Owner. I�A- mc- `+Date of Inspection:R "C�`1 y�7 t tSOIL ABSORPTION SYSTEM (SAS):— Po te on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) w,,. T, 't ,; .:" A i F, 'IT If not determined to be present, explain: s ,. k ism t a�TYPe� (m tr leaching pits, number: f1 .Teaching chambers, number:_ } r leaching galleries, number: r •'rX leaching trenches, number,(ength: ,f'Aeaching fields, number, dimensions: s ;11 overflow cesspool, number: 'Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.) 41 5 ;. 3„. CESSPOOLS ` (locate on site'plan) ` 4',N6mber and configuration: o '° '�� �� , <as3 r,�. t • -Depth-top of liquid to inlet.invert: �. �t• 33 ''Depth of solids layer. Depth of'scum layer: R}�; i pimens:ons of cesspool: r m Materials of construction: tr ,,orsr 1ndi cat ion'of groundwatef: ii t ' e�k inflow(cesspool must be pumped as part of inspection) 71 . � Comments (note,condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) �FPRIVY :, (locate on site plan) `"�>:F� a•'Wk.Ms*v <.:,r�.q.,+w,q�,«-� :t i1;a �i a •;�.� i!F�� : t1i34.�.°y..E�t'�� � ry atenals of construction De th,of solids Dtrnenstons _ 'Comments':�(note condition of soil,signs of hydraulic failure, level of ponding, condition of•vegetation,.etc•) x � i �r x Izevised 8/15/95) 8 f���„t\� ���p•P���;! °�sy` .`y�5a7aq"yEY SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C :Y SYSTEM INFORMATION (continued) f�. • tt ` Property Address: ,,'.;.Owner: Date of Inspection: {SKETCH OF SEWAGE DISPOSAL SYSTEM: w include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' �k < 41 i r i 4 ' F {.' W � � r wa a A.�y r M1 Y. 5'•F�,. DEPTH TO.GROUNDWATERz. Depth to groundwater: _feet ethooddr,of determination or approximation:' AF x; F(P�X_F'N�d'^'`"d T°`� !nth.i•i. f. - .... ��C�A��� }. m�. n �s 18gd 8/15/95l 9 a�Rxxa a March 30, 1995 Matthew J. Dupuy, Esquire Ardito, Sweeney, Stusse, Robertson& Dupuy, P.C. Mattachese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 RE: Lot 17 Belair Lane, Cotuit Dear Mr. Dupuy: The Board of Health does not object to the proposed monitoring plan submitted on February 17, 1995 to Brian Grady. It meets the recommendations of the Barnstable County Health and Environmental Department. Thank you for your cooperation in this regard. Sincerely yours, Joseph C. Snow, M.D. Acting Chairman Board of Health Town of Barnstable JCS/bcs cc: Peter McKellar belair 1 j1AR-02-1995 16:40 NATTACHEESE PROF BLDG 1 508 790 4778 P.001!010 , tDITO, SWEEN.EY, ST'US3E, ROBBItTSON .& DUPUY, P.C. ATTORNEYS AT LAW d ' MATTACHEESE PROFESSIONAL BUILDINO 25 MID—TECH DRIVE, S.U1TE`C WEST YARMOUTH,, MASSACHUSETTS 02673 EDWARDJ,SMENEYJR. TELEPHONE(508)775.3433 MICHAEL B,STUSSE FAX(508)790•4778 RICHARD A.DALTON DONNA M. R08ERTSON CHARLES M.MATT MATTHEW J.OUPUY RUTH A.MCLAUGHUN ---� CHARLES J.ARDITO, P4 PLEASE RBFSR TO FILE NUMBER FAX TRANSMITTAL FAX NUMBER: 775-3344 TO: Brian Grady, Chairman Barnstable Board of Health FROM: Matthew J. Dupuy ATTENTION: DALE DATE: March 2 , 1995 SUBJECT: Peter McKellar- hot ° 17 Belair Lane, Cotuit, MA Number of pages including cover: MESSAGE: Dear Mr. Grady: I am enclosing correspondence which I had mailed on February 17th. After checking with your office it seems it was never received. Therefore, I am enclosing the same . Would you kindly place this matter on your list for a hearing which I understand is March 21st, 1995 at 7 : 00 P.M. Thank you for your cooperation in this regard Matthew J. Dupuy/mas **** CONPIDENTZA.LITY NOTE **** The document(s) accompanying this FAX transmission contains information from the law firm of Ardito, Sweeney, Stusse, Robertson and Dupuy, P.C. which 'is Confidential or privileged. The information is intended to be for the use of the individual or entity named on this transmission sheet. If you are not the .intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this FAXED information is prohibited. If you have received this FAX in error, please notify us by telephone immediately so that we can arrange for the retrieval of the original documents at no cost to you. Tel. (508) 775-3433. s , MONITORING PLAN PETER MCKELLAR agrees to a Monitoring of his Sphagnum Peat Septic System located at Lot 17 Belair Lane, Cotuit, MA, as follows: 1. The owner shall install a 2 inch PVC monitoring well underneath (not downgradient of) the leach facility. 2 . The leach facility shall contain a small underdrain located perpendicular to the pipes dosing the leach field, near the D-box end of the leach field, and equipped with a riser which will allow access for sampling. 3. One or two lysimeters to be installed below the leach field by Barnstable County Health Department. 4 . Influent to the leaching system and effluent from the leaching system will be monitored for the following parameters: total nitrogen (ammonium, nitrate, nitrate, dissolved and particulate organic nitrogen) ; total and inorganic phosphorus; BOD- 5; Total Suspended Solids; Fecal Coliform; pH and Specific Conductivity. 5. Sample Schedule: Month 0 (time of construction) : sample groundwater well to obtain background data. 1 sample. Month 3 : sample septic tank effluent, underdrain, and lysimeter. 3 samples. Month 6 : sample septic tank effluent, underdrain, lysimeter, and groundwater well. 4 samples. Months 9, 10, 11, 12 : same as month 6; 4 samples per month for a total of 16 samples. Year 2 : quarterly samples. Sample septic tank effluent and groundwater well at owner's expense; we will sample underdrain or lysimeter at our expense. les at owner's expense. PETERZi,91�LAR i e i MONITORING PLAN PETER MCKELLAR agrees to a Monitoring of his Sphagnum Peat Septic System located at Lot 17 Belair Lane, Cotuit, MA, as follows: 1. The owner shall install a 2 inch PVC monitoring well underneath (not downgradient of) the leach facility. 2. The leach facility shall contain a small underdrain located perpendicular' to the pipes dosing the leach field, near the D-box end of the leach field, and equipped with a riser which will allow access for sampling. 3. One or two lysimeters to be installed below the leach field by Barnstable County Health Department. 4 . Influent to the leaching system and effluent from the leaching system will be monitored for the following parameters: total nitrogen (ammonium, nitrate, nitrate, dissolved .and particulate organic nitrogen) ; total and inorganic phosphorus; BOD- 5; Total Suspended Solids; Fecal Coliform; pH and Specific Conductivity. 5. Sample Schedule: Month 0 (time of construction) : sample groundwater well to obtain background data. 1 sample. Month 3: sample septic tank effluent, underdrain, and lysimeter. 3 samples. Month 6 : sample septic tank effluent, underdrain, lysimeter, and groundwater well. 4 samples. Months 9, 10, 11, 12 : same as month 6; 4 samples per month for a total of 16 samples. Year 2 : quarterly samples. Sample septic tank effluent and groundwater well at owner's expense; we will sample underdrain or lysimeter at our expense. 8 samples at owner's expense. PETER MCKELLAR ARDITO, SWEENEY, STUSSE, ROHERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL HUILDiNO 25 MID-TECH DRIVE, SUITE C WEST YARMOiTTH, MASSACHUSETTS 02673 ' EDWARD J,SWEENEY JR. TELEPHONE(508)775-3433 MICHAEL B.6TMWE FAX( )7W4778 RICHARD A.DALTON DONNA M. ROBERTSON CHARLES M.SABArr MAIT14EW J.DUPUY RVrH A.MCLAUGHLIN CHARLES J.ARDRO. P.C. PLEASE REFER TO FILE NUMUR G2886 February 17, 1995 Brian Grady, Chairman Barnstable Gemtty Board of Health 367 Main Street Hyannis, MA 02601 RE: Peter McKellar - Lot 17 Belair Lane, Cotuit, MA Dear Mr. Grady: Would you please schedule the above captioned matter for the first available date after February 26. Please find enclosed the following documents: 1. Copy of letter dated June 15, 1994 from George Heufelder, R.S. , Environmental Program Manager. 2 . Copy of Eastham Peat System results. 3. Copy of Consent Form from Peter McKellar. 4 . copy of Maintenance Agreement. 5 . Copy of Notice of variance. - 6. Copy of letter to George Heuf elder,, R.S. , Environmental Program Manager. The purpose of the meeting would be to obtain a letter from your Board for submittal to D.E.P. and to allow you to provide my client and I with input regarding the above draft documents. JW Mr. Brian Grady February 17, 1995 Page Two if you have any questions regarding the above, please give me a call after February 27 as T will be out of town until that time. very truly yours, Matthew jr. Dupuy MJD:mas Enclosures cc: Mr. Peter McKellar Mr. Arne Ojala, Down Cape Engineering Mr. Brian Grady, Chairman, Board of Health Mr. George Heufelder, R.S. Environmental Program Manager Mr. Brian Donahoe, D.E.P. Mr. Christos Dimisioris, D.E.P. Dr. Joan Brooks 6 OF SCR BARNSTABLE COUNTY DEPARTMENT OF HEALTH AND THE ENVIRONMENT SUPERIOR COURT HOUSE POST OFFICE BOX 427 BARNSTABLE, MASSACHUSETTS 02630' )Public Health�Adm nls 2-2511 E>ntrallon 333 Environmental Health 383 Waler Ouelity Analysis 337 TDD 362-SSBS June 15, 1994 Sarah Rooney Down Cape Engineering 939 Route 6A Yarmouthport, MA 02675 Dear Sarah, In response to your inquiry of June 14,we submit the following proposal for sampling and testing of the peat septic system to be located at lot 17 Belair Lane, Cotuit. We would request that at the time of construction of the leach facility the owner install a 2 inch PVC monitoring well underneath (not downgradient of) the leach facility. In addition, we would like the leach facility to be constructed with a small underdrain located perpendicular to the pipes dosing the leach field, near the D-box end of the leach field, and equipped with a riser which will allow access for sampling. Our department will be present at the installlation and will provide the materials and labor necessary for this underdrain. In addition, we would like to install, at our expense, one or two lysimeters below the Ieach field. The underdrain and lysimeters will allow sampling of the effluent from the unsaturated zone, so that it can be compared to effluent sampled after it contacts groundwater. We propose to monitor influent to the leaching system and effluent from the leaching system for the following parameters: total nitrogen (ammonium,nitrate, nitrite,dissolved and particulate organic nitrogen); total and inorganic phosphorus; BOD-5; Total Suspended Solids; Fecal Coliform; pH and Specific Conductivity. The cost for these analyses would be $130.00 per sample allocated as follows: nitrogen series $45.00; phosphorus series $25.00 (both analyses to be performed through our sub-contractor); BO.D-5 $20.00; TSS $10.00; Fecal Coliform $10.00; pH and Specific Conductivity free, all to be performed at the county laboratory. In addition, we are willing to take the samples at no charge. We propose the following monitoring plan which consists of a total of 32 samples: 24 samples in year 1 and 8 samples in year 2, with cost of analysis to be.borne by o%�ner. Sample Schedule Month 0 (time of construction): sample groundwater well to obtain background data. 1 sample. �i Month 3: sample septic tank effluent, underdrain, and lysimeter. 3 samples. Month 6: sample septic tank effluent, underdrain, lysimeter, and groundwater well. 4 samples. Months 9, 10, 11, 12: same as month 6; 4 samples per month for a total of 16 samples. Year 2: quarterly samples. Sample septic tank effluent and groundwater well at owner's expense; we will sample underdrain or lysimeter at our, expense. 8 samples at owner's expense. We believe this monitoring plan will satisfy DEP's requirement for monitoring outlined in the letter of approval for the system dated October 20, 1993. We have received approval from Christos Dimisioros to use this monitoring plan for another proposed peat system to be installed in Barnstable. Christos is in agreement that the most valuable data will come after the system has been in use for a number of months and has reached "steady state" condition; thus, most sampling is concentrated toward the later months of the first year. We would like very much to be involved in the monitoring of this system as we are hoping to achieve consistent monitoring on all alternative systems installed on the Cape. Please let us know if you would like to discuss this proposal in more detail or if we can be of further assistance. Sincerely, Yrge ufelder, R.S. ,al Program Manager f fkr,, - - 45ti`t 11 A PEAT SYSTEM SA1MtPLING RESULTS MAY--AUGUST 1994 PON .. Bpp FCl100m1 DATE SAMPLE SAMPLE NH4 t4FDL TDN PO4 pH POC rngNlt rrngMlt rregNlL mgP{L mgCIL L L ID SITE " UJ MAY 18 EA I LYSIMETER BELOW PEAT 10.57 0.2b 10.83 4.65 3.9t} ;� MAY 18 EA 2 LYSIMETER SIDE OF PFJ1T 0.18 4.65 6.39 0.01 5.40 A 1-69 12 09 15.17 0.43 5.70 Iti1i4Y 1 B EA 3 tj<ND>=RQRAIPI = MAY 18 EA 4 SEPTIC TANK EFFLUENT 59.87 0.9a3 &0.85 4.18 7.fiE} 23.8t 3.94 c r JUNE 15 EA 1 LYSIMETER BELOW PEAT 0.70 v JUP}E 15 EA 3 UNDERDRAW 4.16 " a o :JULY 20 EA 1 LYSIMETER BELOW PEAT 19.81 0-08 21.49 6.70 3.40 � JULY 20 EA 2 LYSIMETER SIDE OF PEAT 0.11 6.65 9.&4 0.04 b•70 7.50 6.00 JULY 20 EA 3 El[�IDERDRAIN 13.70 22.25 40.27 3.08 4.fi0 b_4i a.57 n JULY 20 EA 4 SEPTIC.TANK EFFLUENT 82.21 0.05 82.26 8.T0 6.$0 33.85 5.26 .E 38000.40 m m m I AUG 3 EA 1 LYS1METER BELOW PEAT 2M70• 0.23 22.30 7-06 3-64 _ = AUG01 3 EA 2 LYSEMETEF?SIDE OF PEAT CI.1$ 8,72 13.4ry 0.41 5.80 4.70 30.00 AUG 3 EA 3 UNDERDRAIN 26.37 69.70 97.41 2.41 4.20 3.98 0.1 i AUG 3 EA 4 SEPTIC TANK EFFLUENT 69.69 0.08 69.76 6.07 7.00 44.OS 4.tS 207.00 320000.00 [ AUG t7 EA 1 LYSIMETER BELOW PEAT 20.69 0.12 2i.3i 8.87 3.70 i AUG 17 EA 2 LYSIMETER SIDE OF PEAT 0.05 1.90 18-96 1.01 4.40 200.00 1 AUG 17 EA 3 UN DERDRUN 21.77 81.90 t 08.96 1.98 6.90 39t)000 00 f AUG 17 EA 4 SEPTIC TANK EFFLUENT 61.19 0.13 74-95 8.98 6.9{1 26.Q7 3.53 TO 22.99 a_07 24.16 0.01 5.7 60 AUG 31 EA I LYSIMETER BELOW PEAT w m AUG 31 EA Z LYSI IV1ET)ER SIDE OF PETIT 0.02 12.35 15.49 . 5. 0 e J AUG 31 EA 3 UNDEADRAIN AUG 31 EA 4 SEPTIC TANK EFFLUENT 74.29 O.C4 74.33 6.43 7.10 18.50 2.77 74.00 48000.E ca c� 0 SEPT 14 EA 1 LYSIMETER BELOW PEAT SEPT 14 EA 2 LYSIMETER SIDE OF PEAT 2 1I1 SEPT 14 EA 3 UNDEFIDRAIN gp 71000 SEPT 14 EA 4 SEPTIC TANK EFFLUENT Y n Peat Septic 4 Total Nitrogen Reduction C: Total Dissolved Nitrogen (mg-n/l) 120 N ki 0 00 ......... ..................................... ......_....................... ..........._ ................. ? D i �� --...... . .............. .._ : ................. _ ................ .................................... T rq z �Q ..._. ......... ..............._. ......... .......•. ............... M i m rA7 - _ m �/ - .................. .......... .......... .......... ............. M T `n 20 ................... ---- - --• ... _ - _ - G 0 • May 18 July 20 Aug 3 Aug 17 Aug 31 w m t3 Date Septic Tank Effluent E� Undondrain Lysimeter below peat � . Q EN17 IRO-PURE TM ONSITE WASTEWATER TREATMENT SYSTEMS ENVIRO-PURETM DESIGN, INSTALLATION,AND OPERATION & MAINTENANCE MANUAL FOR THE STATE OF MAINE SEPTEMBER 1994 Manual Prepared by: Joan L. Brooks,Ph.D. American Concrete Industries Brooks Technologies Stillwater Avenue R.R.01 Box 753 Veazie ME Eddington ME 04428 Distributed by: American Concrete Industries Telephone: R.F.D.5,Box 100 207-947-8334 Bangor ME 04401 1-800-432-7843 © September 1994 , Brooks Technologies TABLE OF CONTENTS Maine Division of Health Engineering Approval Letter Introduction I Information for Designers 2 Information for Installers 3 Information for Owners 4 Maintenance Records for Owners 5 ILLUSTRATIONS ENVIRO-PURETM MODULE 6 EXAMPLE DESIGN FOR 2 BEDROOM HOME ON PROFILE 1 SOILS 7 EXAMPLE DESIGN FOR 2 BEDROOM HOME ON PROFILE 4 SOILS g EXAMPLE DESIGN FOR 3 BEDROOM HOME ON PROFILE 3 SOILS 9 EXAMPLE DESIGN FOR 4 BEDROOM HOME ON PROFILE 9 SOILS 10 EXAMPLE DESIGN FOR 4 BEDROOM HOME ON PROFILE 6 SOILS 11 ® September 1994 . Brooks Technologies John R.McKernan,Jr. ywo Jane Sheehan Governor Commissioner STATE OF MAINE DEPARTMENT OF HUMAN SERVICES AUGUSTA, MAINE 04333 December 8 . 1994 Mr . Walter Schaller American Concrete Industries RR #5 Box 100 Bangor , Maine 04401 -9702 SUBJECT : Approval . Enviro-Pure Modules - PEAT FILTER Dear Mr . chailer : This letter grants permission for the use in Maine of the Enviro- Pure modular pea:. system. The Enviro-Pure units are to be used in compliance with Subsurface Wastewater Disposal- Rules and the manufacturer s instructions as presentee; in the "Enviro-Pure Design Installation and Operation & Maintenance Manual for the State of Maine" . The units are accented for loading of up to 90 gallons per day per unit for conventional , resicential waste water . When; used for waste water which has a higher organic leading rate the hydraulic loading rate must be decreased proportionately to the increase organic: loading. The vertical seoar ation required by Section 1 1 -. 0 must be maasurec trom siy inches below the module. except for Type G soils in which casE' the separation shall be measured from the bottom of the module. In general . approvals by this office : i . Are not recommendations for a product and must not be construed as such, This office does not, represent any product as being better than , equal to, or inferior to any similar product. Are based upon a desk review of a product., withoui testing b,' this office. 3 . May be revised at any time, based upon information received regarding the performance of a product, changes in a product or regulations. 4. may ce reproduced only in their entirety . Mr . Walter Schaller December 8 . 1994 Page 2 This letter superceaes all �Drevious letters re�:ardina the Enviro- Pure modules. Thank YO.a ror your coon ration in thi_ -eview. Srenneich' incerely , L . Meyer Wastewater & Plumbinci on�rol Ji'Jision r Health Engineerinc KLM/ca CC , Eugene Moreau. P. 2 . j&Y Hardc tie. 7aL itc =`✓aiUai.O " Kerwin Keller . Stats Plumbing ln-1:7oector Joan Brook S. E . .ENVIRO-PURETM ON-SITE WASTEWATER TREATMENT SYSTEMS The Enviro-Pure m onsite wastewater treatment system is a modular peat system that provides enhanced treatment of septic tank effluent before the effluent reaches the underlying native soil. Enviro-PureTM units, as delivered to the site, contain the peat and distribution piping, ensuring quality control and simplyfing construction and inspection.The ENVIRO-PURE.TM system may be used for residential and non- residential establishments. The Enviro-PureTM system requires an area that is 40% to 50% smaller than that of a conventional stone bed. The substantially smaller area required, and the option to place each module in a separate location if desired,preserves the site and reduces clearing costs,fill requirements, and construction costs. Enviro-PureM modules are available in two configurations. Containers for both models are 10'6"long, 6'4"wide and 3'2" high.The standard model has drainage holes in the bottom and along the lower sides of the concrete container. These modules are placed on a base of clean coarse sand or clean washed 3/8"crushed rock, or clean washed pea-stone that has a minimum depth of 6"and is sized for the long term acceptance rate of the native soil. Each module will provide treatment of 90gpd of septic tank effluent, and the base material provides an area for the treated water to spread out and infiltrate into the underlying soil. The ENVIRO-PURETM pre-filter module is identical to the standard model with the exception that there are no drainage holes in the chamber. This model contains an underdrain pipe for discharge of the treated effluent to a separate disposal area. Where allowed, the ENVIRO-PURETM pre-treatment model may be used for overboard discharge to a receiving body of water. New overboard discharge systems are not allowed for single family homes in Maine. Overboard discharge systems are regulated by the Maine Department of Environmental Protection. Primary treatment is provided by use of a treatment tank,commonly called a septic tank. Effluent from the tank flows by gravity, or by pumping,to a distribution box from which it is distributed evenly to the number of modules required for the installation. Treatment is provided within the Enviro-PureTm modules by means of filtration,adsorption, and microbial activity.Final disposal of the treated water is through the base material to the underlying soil. 1 © September 1994 , Brooks Technologies f INFORMATION FOR DESIGNERS 1. Determine the theoretical design flow for the installation. 2. Determine the number of modules required for treatment. Each Enviro-PureTM module will treat 90gpd. of residential septic tank effluent. 3. Determine the soil profile and size rating (small,medium,medium-large,large, extra large)for the site. 4. Determine the area required for the clean, coarse sand, or clean coarse 3/8"crushed rock,or clean washed pea stone, base by multiplying the design flow by the required square feet per gallon as follows: SIZE RATING Small Medium Medium-large Large Extra large SQ Fr/GPD 1.00 1.25 1.50 1.75 2.00 The actual dimensions of the base area will vary depending upon the number of modules required. For Profile 6 soils the 6"of base material may be omitted. Example plan views and cross P sections for ENVIRO_PURETM systems are included for use on Profile 1 (large),Profile 3 (medium large),Profile 4(medium), and Profile 9 (extra-large) soils. 5. Modules may be placed side by side, or may be located individually on the site to avoid cutting trees. Each ENVIRO-PURETM module must be installed level. Modules are centered on the base. 6. Locate the distribution box to f;ed each ENVIRO-PURETM module equally. 7.The separation distance from a limiting factor is measured from the bottom of the 6"base material, or from the bottom of the module in Profile 6 soils. 8. With reference to an identified and described elevation reference point,determine the elevation of the bottom of the base material, or bottom of the module where the system is located in Profile 6 soils. The elevation of the top of the module will be 44"above the bottom of the base, or 38" above the bottom of the module if located in Profile 6 soils. 9. Indicate that a F wide by V high layer of base material is placed around, and between,the standard models.The base material and V deep collar around each module should be covered with either a layer of filter fabric or 2"of compacted hay. 11. Units may be placed totally or partially in ground, or completely above ground as dictated by soil conditions at the site. The clean loamy sand backfill material should be placed at a 4:1 slope from the edge of the modules to the existing grade. 12. No soil is placed on top of the peat in the modules. The surface may be planted to lawn grasses or shallow rooted vegetation. Fill should be loamed and seeded. 2 @September 1994 , Brooks Technologies f - INFORMATION FOR INSTALLERS 1. Ensure that a boom truck may be parked close to the area of the system to off- load the ENVIRO-PURETM modules. 2. Remove the vegetation and scarify soil under the entire area of the base material and fill extensions. 3. Place the base material in a minimum 6"layer. The surface of the base must be level. 4. Position the ENVIRO-PURETM modules side by side and 1' apart. As modules weigh 10,000 lbs. they are generally put in place by the boom truck operator.The contractor should check to be sure each module is level and located on the base material according to the design. 5. Place a 1' deep by l' wide layer of base material between the ENVIRO-PURETM modules and around all outer sides of the modules. I 6.Place a layer of filter fabric, or 2" of compacted hay, on-top of all of the base material prior to backfilling. 7. Backfill with clean loamy.sand fill at a 4:1 slope from the outer limits of the ENVIRO-PURETM modules to the original grade. 8. Install a distribution box as shown in the design. 8. All fill material shall be loamed and seeded to prevent erosion. 9. No fill material or loam shall be placed on the surface of the peat in the ENVIRO-PURETM modules. 10. The surface of the peat in the ENVIRO-PURETM modules maybe seeded directly with lawn grasses or planted to shallow rooted vegetation. 3 © September 1994 , Brooks Technologies INFORMATION FOR THE OWNER . OPERATION AND MAINTENANCE- The operation of your ENVIRO-PURETM onsite wastewater treatment system is the same as for any onsite wastewater treatment system.There are three areas where the actions of the homeowner can have an effect on the system.They are 1) what is flushed down the drain; 2) the septic tank; and 3) the ENVIRO-PURETM modules. 1) MATERIALS DISPOSED OF THROUGH THE HOUSEHOLD PLUMBING FDmiRES The use of garbage disposal units is not recommended because their use increases the amount of suspended particulate matter in the septic tank effluent. The suspended particles can be carried over into the disposal area where they can cause premature failure. Where a garbage disposal is installed additional septic tank retention area is required such as a two compartment septic tank, or two tanks in series. Filters may be used on the effluent line from the septic tank to prevent carry over of excessive solids. Filters require regular maintenance by the owner. The use of normal household cleaning chemicals such as bleach,detergents,and cleaning agents will not cause problems in the system if they are used according to directions and not in excessive amounts. Other chemicals used around the house such as paint,paint thinners,glue,furniture strippers, oils and commercial greases, and darkroom chemicals must not be disposed of via the household plumbing. Large quantities of grease and oil used in frying must be disposed of with the solid waste and not dumped down the drain. Only readily biodegradable materials may be disposed of in the system. Disposable diapers,condoms, sanitary napkins and tampons, kitty litter,facial tissues, paper towels,coffee grounds,coffee filters, and similar products must be disposed of with the solid waste. Introducing them into a septic system may cause relatively rapid failure of the system. 2) THE SEPTIC TANK The purpose of a treatment tank, commonly called a septic tank, is to remove solids,greases and oils from the wastewater. Materials are partially decomposed in the septic tank with a more rapid rate of accumulation than that of decomposition. The use of septic tank starters or additives is not recommended or necessary. Septic tanks must be pumped out on a periodic basis to prevent carryover of solids to the disposal area. 3) THE ENVIRO-PURETM MODULES As the septic tank effluent passes through the peat in the ENVIRO-PURETM modules the pollutant concentrations are greatly reduced. The treated effluent from the ENVIRO-PURETM units passes through the base material and enters the soil beneath the system for final disposal. As with any onsite wastewater disposal system no vehicular traffic should be allowed on the surface of the system or the fill extensions. The backflush from a water treatment system should not be disposed of in any onsite wastewater treatment system. If the surface of the peat in the ENVIRO-PURETM modules is planted to grasses it may be mowed during the growing season with a power mower, but not with a riding mower.If the surface is planted to shallow rooted vegetation and not mowed,it should be weeded at least once every 2 years to remove deep rooted vegetation that may start growing on the peat. 4 © September 1994 , Brooks Technologies OWNER'S MAINTENANCE RECORDS DATE WORK DONE FIRM COST INSTALLER NAME: ADDRESS: PHONE: DATE INSTALLED: PUMPER NAME: ADDRESS: PHONE: 5 © September 1994 , Brooks Technologies Y Ula Drem w Bottom T-2' Pdylock Pipe 5ed at Each Cod I 10'-G' I Plan View 10' It Perot f1 2-3' ~1 Tear 3' Dlaseter Dr aft EWADRA14 layer 5ectlon Through Genter 4' S + D perforated ppe _ (2)layers of EMCADRAJM G•-4' T0' 2-3' Teaar CMCADRAN Layer Bat— layer of EMtADRAN shd have the f absrr removed Section Through Center fanerd Notes, �,r„ Is---- 2.1. e000 v>• Concrete at 28 Days. Drawing Title 2. Grade W Renforcnq Mere Reclured. 3. LM■t e e Specdy Lest Bottom to a 2000 Gabe 1". (�AMERICAN CONCRETE IND. Rio S.Boa 100/B .Maim owl Job Nome 6 ..ft—r �..r, URAIYIN1i O December I994, Americm Concrete Indu6Lrie5 ENVIRO-PURET" - I Desiga Example: Two-Bedroom Nome in Profile I Solis Design Flow, 1&0 gpd Recipired Base Area: 180 gpd x 1.75 s.f./gpd 315 s.F. j I Base Dimensions, 17'-6" x 18'-0' Force Plain or Gravity Feed { 3-Outlet Distribution Box 2 -2 —1 2'-2" i II II II II I I I I ENVIRO-PURE T"Module II II II II II II II 11 II II 17'-6' I I I II � II Li II II II II II � I II II II LI . I 11 I1 11 3'-6" Plan View 26' 12" 'f"-- 6'-4" " 6 -4 --�-- 26 Filter Fabric or 2' Compacted Nay 0 I I Q I I I I { I' x I' Some Moteriol as Bose I I 1 { L--- ------J L——————— --� End View 6" Thick Clem Base Material Washed Coarse 5and or Pea Stone Filter Fabric or 2' Compacted Nay ---- ------------ ------------------ I L————————————————J 771/ Side View ENVIRO-PURE " Onsite Wastewater Treatment Systems O December 1994, American Concrete Industries Typical Desiqu Two Bedrooms, Profile I Solls Revised I2AA4 7 Qesic2 Example: Two-Bedroom Nome in Profile 4 Soils Design Flow: 180 gpd Regvired Base Area: 180 gpd x 1.26 s.F./gpd 225 s.F. Base Dimensions: 8'-6" x 26'-6' t i ENVIRO-PURE Module ! i Force Main or Gravity Feed 8'-6" ------ ---------- ----------------- I _1 3-Outlet Distribution Box 26'-6" Plan View 18" 10'-6" " 30" 10'-6' 18 --------------- -- 0 ---------------- I I I I t-----------------J I `----------------- End View 6' Thick Clem Base Material Filter Fabric or 2" Compacted Nay Washed Coarse Sand or Pea Stone I' x I' Some Material as Base Note: No Fill on Top of ENVIRO-PURE'm modules. ENVIRO-PUREm Onsite Wastewater Treatment Systems O December 1994, American Concrete Industries Typical Designs Two Bedrooms, Profile 4 Soils Revised 121110A Design Example: Three-Bedroom Nome in Profile 3 Soils Design Flow: 270 gpd RecVired Base Area: 270 gpd x 1.50 s.f./gpd 405 s.f. ENVIRO-PURE`"Module Base Dimensions: I6'-0' x 25'-0" Note: Do Not Place Fill on Top of ENVIRO-PURE' Modules Force Main or Gravity Feed . 3-Outlet Distribution Box 2'-0. 11 II II III Lj I I I I II II II I II II II II II II II II' II I II II II '' II II II ` I II ll II II II II II II II II II II II II 11 II II II II II j II II II 25'-0' Plan View 12 I q i i O I I O I I I I I I I 3'-7" i I I I I L---- ------J L---------J L---------J I' x I' 5ame Material as Base End View 6' Thick Clean Bose Material Filter Fabric or 2' Compacted Nay Washed Coarse 5and or Pea 5tone 3'-6" � 10'-6" 2'-q" Filter Fabric or 2' Compacted Nay - -------- ----------J17 �- I I L - ---------------'-� Side View ENVIRO-PURETM Onsite Wastewater Treatment Systems 0 December IcIg4, American Concrete Industries Typical Designs Three Bedrooms, Profile 3 Solis Revised 12/1/9A4 Design Example: Four-Bedroom Nome in Profile q Solis Design Flow: 360 gpd Required Bose Area: 360 gpd x 2.00 s.F./gpd s 720 s.F. Base Dimensions: 36'-0' x 20'-0' ENVIRO-PURE'"Module Force Main or Gravity Feed Note: Do Not Place Fill on Top of ENVIRO-PURE'" Modules 5-Outlet Distribution Box i I II II If II i II II II II II II II II 9 II II II If II II II II 10 -6 II II II II �� II II II I I 20'-0' II II II II II II I) If II II .II II II II II Il II II II II �. II II II II 3'-10" 6'-4' - 6'-4" 6'-4" 3'-10' 41 IL t 0 1 Plop View 1 o I 1 o I 1 O I I o I 3'-7' 1 I I I I I I I L------J L------J L------J L------J I' x I' Same Material as Base, Covered \ with Filter Fabric or 2' Compacted Hay ` 6" Thick Clem Base Material Typical Around and Between Modules Washed Coarse Sand or Pea 5tme -End View l— 4'-q" 10'-6" 41_q" I L —� Side ew ENVIRO-PUREm Onsite Wastewater Treatment S stems O December 19g4, American Concrrte Industries Typical Cesigu Four Bedrooms, Profile 9 Solis Revised 12/1/44 Design Excmple: Four-Bedroom Nome in Profile 6 Soils Design Flow 360 gpd II ►, II II II II II „ I I I I ENVIRO-PURE"'Module Note: Do Not Place Fill on Top of ENVIRO-PURE' Modules ' II II II II 11 II II II II II 3 8-Outlet Distribution Box. i Force Main or Gravity Feed i 26'-0" 5'-0" l rii II II II II II II II II II II II II II II II II II „ II „ II II II Plan View Filter Fabric or 2" Compacted Nay I' x I' Clean Base Material 1 O 1 1 O , Washed Coarse Sand or Pea Stone I I I 1 -L L————— —J L------J „� ` Existing Profile 6 Soils End View L-------------J L— _J 5ide View ENV IRO-PURE " Onsite Wastewater Treatment Systems 0 December I994, American Concrete Industries Typical Design: Four Bedrooms, Profile 6 5olls Revised 1211loA � 11 CONSENT FOR ACCESS I, Peter McKellar, hereby authorize the Hoard of Health and employees of the Division of Water Pollution Control reasonable access to inspect my Sphagnum Peat Septic System. Peter McKellar f MAINTENANCE AGREEMENT PETER MCKELLAR, (hereinafter referred to as owner) and Inc, (hereinafter referred to as contractor) hereby agree to enter into this Maintenance Agreement regarding Owner's Sphagnum Peat Septic System (hereinafter referred to as SPSS . The parties agree as follows: 1. Contractor agrees to maintain the owner's SPSS for two years from the initial installation of the SPSS. 2 . Contractor represents that - it is competent 'in providing all necessary services to the SPSS. 3. Contractor represents that he has reviewed and is familiar with all operation and maintenance requirements and system components as specified by the Systems Design Engineer. 4 . Contractor agrees to notify Department of Environmental Protection (Christos Dimisioris or his successor) and the Barnstable Board of Health within 24 hours of a system failure or alarm event. 5. Contractor agrees to immediately take corrective action to resolve any system failure. 6. Owner agrees to pay contractor the annual sum of ( ) Dollars in 12 equal monthly payments. PETER MCKELLAR CONTRACTOR OWNER DATE DATE._ r• NOTICE OF VARIANCE Pursuant to the Department of Environmental Protection (hereinafter referred to as the D.E.P. ) the undersigned owner of real estate located at Lot 17, Belair Lane, Cotuit, more particularly described in the Barnstable County Registry of Deeds in Book 2137 Page 247 , hereby acknowledges the granting of a variance to install and use a Sphagnum Peat System. Said Variance has been granted pursuant to regulations promulgated by the Town of Barnstable Board of Health and D.E.P. , Commonwealth of Massachusetts.. Signed under the pains and penalties of perjury. Peter McKellar Dated STATE OF CALIFORNIA SS 1995 Personally appeared before me Peter McKellar and acknowledged the foregoing to be his free act and deed before me. Notary Public My Commission Expires TOWN OF BARNSTABLE FTHETO w OFFICE OF Z BA"9T"L r BOARD OF HEALTH y ryes A 00 i639' �� 367 MAIN STREET QED qPY k' HYANNIS, MASS.02601 March 30, 1995 Matthew J. Dupuy, Esquire Ardito, Sweeney, Stusse, Robertson&Dupuy, P.C. Mattachese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 RE: ,Lot 17 Belair Lane, Cotuit Dear Mr. Dupuy: The Board of Health does not object to the proposed monitoring plan submitted on February 17, 1995 to Brian Grady. It meets the recommendations of the Barnstable County Health and Environmental Department. Thank you for your cooperation in this regard. Sin erely yours, Jos ph C. Snow, M.D. Ac ing Chairman Board of Health Town of Barnstable JCS/bcs cc: Peter McKellar 1 belair V r February 5, 1993 Matthew Dupuy Attorney At Law Mattacheese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 RE : Lot 17 Belair Lane, Cotuit Dear Mr. Dupuy: The Board of Health voted unanimously to favorably recommend to the Massachusetts Department of Environmental Protection the construction of the proposed on-site sphagnum peat moss sewage disposal system at Lot 17 Belair Lane, Cotuit . The Board voted to take this matter under advisement until after the applicant receives the approval of the Massachusetts Department of Environmental Protection. The following conditions will need to be discussed and finalized at a Board of Health meeting after you receive approval from the Massachusetts Department of Environmental Protection: (1) Joan Brooks, PhD. , shall supervise the installation of the on-site sphagnum peat moss sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plan. (2) Fertilizer shall not be applied to any plantings and/or lawn area on the property. (3) Wastewater pumped from the septic system shall be disposed at a licensed wastewater treatment facility, other than the Town of Barnstable Wastewater Treatment Plant . (4) The groundwater at the downgradient property line and the wastewater effluent exiting the leaching facility shall be monitored for fecal coliform, nitrate-nitrogen, and B.O.D. ' s once every three (3) months . The results shall be submitted to the Board of Health in writing. (5) The above conditions shall be recorded at the Registry of Deeds . This favorable recommendation is granted because the leaching facility will be installed 91 feet from the spring high tide water line, and six (6) feet above the maximum groundwater elevation. Also, Dr. Joan Brooks demonstrated that the installation of the sphagnum peat moss will greatly reduce the nitrate-nitrogen, fecal coliform, and B.O.D. levels within the wastewater effluent . Sincerely yours, Susan G. Rask Chairman BOARD OF HEALTH TOWN OF BARNSTABLE SGR/bcs cc : DEP Dupuy r Commonwec'i;h of Nass achusetls Executive Office of Environmentoi Affairs Department of Environmental Pro#ec#son William F. weld Go-.�mpt Daniel S. Grocnbaum Gimrse�o.:er r October 20, 1993 Matthew Dupuy Attorney At-LaRt Mattacheese Professional Building 25 ?Wid-Tech Drive Suite C West Yarmouth, MA 02673 RE: Proposed Alternative Septic System . Lot 17 Belair.Lane,CotWt, MA �'ransmittal Number;54600 Dear.Mr. Dupuy:. . The Division of Water Pollution Control has reviewed our Au re uestina y gust 10, 1993 let b the Department's approval to install an experimental on-site sewage treatment .and disposal.system consisting of a septic tank Arith. a distribution,box and a leaching field constructed with 24" of.peat bellow=the leachin pipes, at the above`refereiiced location and accompainrina t . gPA _ plans prepared by Down Cape Engneerina b, Inc and entitled"Site and sewage Plan".and dated October 8, 1992. The Department hereby apRroY e- the request for an experimental system su bject to the followng conditions: 1 Prior to construction the Barn<table Board of Health must approve its ».A ;.d q a written confir;mtion.of their commitment to inspect the`system and renew the data reports shall be submitted to this office.: 2 Written consent of the wArner to allow officials of the Barnstable Board of I3ealth.and employee_of the Division, access to inspect the'system as needed shall be submitted to this office. 3 A Septage Handler licensed by the Barnstable Board of Health. in accordance with G.L.c. 111 s. 31A and 310 Cl`SR 15.02 (3) must service, inspect the septic tank £nnually and pump it as necessary. It is. the owners responsibility to report in writing to the.Barnst Board of Health every.time the septic tank one Winter street • Boston,Massachusetts 02108 FAX(617)556-1049 Telephone(617)292 550Q RE: Proposed Alternative Sewage Disposal System Lot 17 Belair Lane, Cotuit, MA. Page: 2 is serviced to ensure.compliance with this condition 4. Prior to use, a maintenance agreement and contingepcy plan shall be submitted to the Department and the Barnstable Board of Health which address_the,follovzng issues: s provides for..the`contracting of a person,or firm competent:in providing services consistentwith the system's specifications and the operation and maintenance requirements specified by.the design engineer; b. throughout its life the system shall be under a maintenance agreement. No .maintenance agreement shall be.for less than .two years .: c. . procedures for notification of the 17epartmerit and the Barnstable Board of Health.within 24 hours of a system failure or alarm event`and 'corrective action measures to be taken immediately.; d: ;'provides the name of the Massachusetts certified operator or operators that will operate this facility; in accordance with Massachusetts regulations 2ii7.G1VIR 2:00. 5. Approval. of the proposed experimental system . is dependent -upon .the recording in the appropriate registry.of deeds of a notice that discloses the existence of a variance for the sewage disposal system and the involvement of the Department of Environmental ..Protection in the .;approval of the ___�_.tea.-Y � vx�/C111ilen l system 6. Prior to :use a monitoring plan .must` be sub nutted for the, Department's approval. At the end of one year of operation, a report detailing all sampling, operation and maintenance activities and,performance, of.the system._shall be submitted to. the Department and the:Barnstable Board of Health: 7 Should the experimental system fail or show signs of.imminent failure; as determined by the Division.or the Barnstable Board of Health,the owner shall immediately remove the experimental system and take all steps necessary to replace the disposal system with one which meets the requirements of 310 CMR 1b:00. B Proposed Alternative Sewage Disposal System Lot 17 Belair Lane, Cotuit, hIA. Page' 3 Should you have any questions regarding this imatter, please contact Christos Dimisioris of my. staff at (617) 292-5912 ,:very truly yo:Urs Brian Donahoe ...Director. - Division of "later Pollution Control CD 57814.001 cc: Barnstable Board of Health DEP, DWPC, SERO.: Peter McKellar; 21237 Pacific Coast Highway, Malibu, CA 90265 CMR 10.99 Form 7 oFTMe DEP file No. I SE3-2567(To be provided by DE.n 1 �._ •w City Town BARNSTABLE M-tv— Commonwealth t seaiST = -; r; --- . .rasa .: -COWAN -�> = of Massachusetts o0 1659• `1► Aooucant r�Y Extension Permit Massachusetts Wetlands Protection Act G.L. c. 131`� §40. TOWN ..OF .BARNSTABLE ORDINANCES, ARTICLE XXVII Issuing Authority From: B c/o Stephen K. Hart MA To: Rory & Holly Cowan 1.026 Massachusetts Ave. , `Arlington, 02174 d(A dress) (Name) Ma ' 20 1994 (date) 3rder of Conditions(or Extension Permit)issued on Peter F. McKellar (name)for 11 Bela Tana otu;_t . three ears from the (address).is hereby extended for a period of. Y l ) date it expires. This Extension Permit will expire on May 20, 2000 (date) This document shall be recorded in accordance with General Condition 8 of the Order of Conditions. ...... ... ..... (Leave Space BlanKl.. 7.1 �cr--.:.... ,..,...Wren - •sa y Issued by Barnstable Conservation'Commission Signature(s) dl When issued by the Conservation Commission this Extension Permit mus be signed by'a ma}ority of its members. On this ' 27th day of March g 98' before me personally appeared AUDREY A.OLMSTEAD- to me known to be the person described in and who`executed the foregoing instrument and acknowledged that he/She executed the same as hisiher free act and deed. Notary Public Mycommission expires' Detach on dotted line and submit to the R-rnst ah7l Conserp li-i nn i ssionprior to commencement of:, •To Barnstable Conser4ation Co 'scion _Issuing Authority Please be.advised that the Extension Permit to the Order of Conditions for:the project at 11 Belair Ln. , Cotuit File Number has been recorded at the Registry of SE3-2567 Deeds in Barnstable and has been noted in the chain of title of the affected property in accordance with General Condition 8 of the original order of conditions on 19> If recorded land.the instrument number which identifies this transactiomis If registered lane.the document number which identifies this tr?nsaction is —" APpticaiit Sionature • , BPt09921-0129 95-11-08 _.-i a2 #057025 OEOfcFleNo. SE3-2567 a s��3 t �,..�-•=-' .,.,•.-' '��� (7oM orowrrtl DY pE0E1. r Irk • Barnstable r Skc4r to+ rt. ; sasrrr McKellar'.. f ~ Order of Conditions " TMM OF BARNSTABLE.ORDINANCES, ARTICLE XMI From Barnstable Conservation TO Peter F. McKellar" _Peter F. b MatBuko McKellar (Name of Applicant) (Name of property owner) [; 21237 Pacific Coast Highway - Address Malibu, CA 90265 Address Map Number. 53 E E' Parcel Number 17. This Order is Issued end delivered as follows:. ` O. by hand delivery to applicant or representative on (date} 3 by certified mall,return receipt requested On un..wmhor �� ,a95 ydate) This prolect is located at 11"BPI air Lane_ rntniitm'' in The property is recorded at the Registry of Deeds in Barnstable 800 2137 Page - "247 Certificate(if registered) The Notice of Intent for this project was filed on November 16, 1992 (date) 4 May.10, 1994 The public hearing was closed on'"` (date) to Findings - t The, narnateble coneervetien r - + has reviewed"the above-referenced Notice of' Intent and plans and has held a public hearing on the PrOloct.Based on the information available to the Commissiob atthls time.the Commission has detennlnedthat the area on welch the proposed work h to be.done is significant to the following interesla in accordance with the Presumptions of Significance eel forth in the regutallona for each Area Subject to Protectlon Under the •" k Act(check as appropriate); _ ❑ Public water auDP1Y ✓Flood control ❑ .Land containing shellfish ❑ OrIvate water supply f torm damage prevention �❑ Isheries r ❑ Groundwater supply I ::prevention of Pollution L Proteeticn of wildlife habitat Tctaf Fling Fee Sutxn ChylTawn Share" 'total Refund Dce S ` City/Town Portion s ARTICLE 37 Onlpr ( roW _ F ®- Puh14c Trust Rlghta ❑ :Agriculture ❑Erosion Cont3ro1 ❑ Agnaa3lttsze ❑ 3tecr"tional ElleCt:o�7Yita'Pg ❑ "Historic Aastisertic ,'"E�.7-'�iv,%1af�sry A�Y&f1r1N:d�IMF.Mt+• -'118�r11Y4�i/�e "' .Yo-:.v ,_'- .�' ". ..... _ i issued.By 3ar astable - - -' _ --.a-werveuon�amrission — - �� •� �--mot— ;. � -- . - This Order roust..a sWA n a najonty cE-_.`<e Conservation CortLmis ioa -.. i. On this _dayoE ~afore re -� c oe sonauy appeared 4'' mt awn to oe e person described:n and-.vho executed the foregoing inetrurment.and acknowiegged that he she executed th@ enure a9 his'her!nee act &na doed. CC 0 �1 April' 12, 2002- G - - 1 C r` Notary �bhc �fy.cortunr.9sien expuns. , ti Coi Yl he applicant,the own r.ary person aggrieved- :}L by Brie Order,any^weer of land abutt.rg.ha iana upon ff hick Che'pFo}5oe:: , work is to be done or any ten residents of the city or town in-.h,•.n such land is located are.:ereby notified Odtheitur;^q; , to request the Department of Environmental Quality Engineering to issue a Superseding Order,providing the request is _.. made by certified'rrail or hand delivery to the Department wi hin ten days rrom the dateef ssuance'of this Order. copy cE the request ahali et the same be sent by cart E,eo mail or=end delivery to the Corrs.,rvaticri Commission,and the applicanL Sri._.. • _ , .. ;tT 1 - - - f BP+09921 0131.95-I1-0B 1,52 #057025 . .... r. sE 3-2567 -- ` McKellar. Approved Plans: Jana 13, 1993.Revised,' Arne Ojala, PE, ,RLS., • Site and Sewage Plan Jan. 11, 1993 Revised, Arne Ojala, PE, Peat system sketch plan May 2, 1994,Arne;Ojala, PE, Groundwater flow plan Findings; The proposed peat septic "system satisfies the presumption concerning Title 5. Italso has .been favorably recommended by, the Board of Health." It is presumed to serve .the prevention of pollution interests",of Article 27 and :HGL. Ch 131, _S. . 40. special Conditions of Approval: 1: General Conditions" 1-12 :on the preceeding page are binding, "and demand both your,attention.`and compliance. 2. Within. one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General. Condition number 8" (preceding 'page) ' shall'"be."complied with:° L;= ' ears: from "thee 7 permi t., is valid for 3 Article. 2 Y 3. This A P - s " date of:issuance,_ unless extended it the reguest, of the applicant. Note that the DEP superseding order is on a. separate "clock." 4. The construction work •limit for theP project shall be" asi indicated (haybale,line) .on tlie:plan. E. 5. Staked haybales shall be:set.at the "work limit prior to �? the start of 'work and maintained throughout construction. 6. '.." There shall ' be, no disturbance of the site, ;including cutting-of vegetation, beyond the work limit, y except : for 1buffer none planting as. indicated on the,, plan. -This restriction shall _continue,'.over time. i 7. All are disturbed during construction shall`: be revegatated. immediately. following completion. of work y� 4. at the site. No areas shall be left unveg.etated .or :: unmulched'. for more than 30 days. ��.. g; . Sod shall :not be used as it landscape .feature of the project. . .' All grassed areas shall be seeded and #� maintained in .fescues. : I _. BP=09921-0132 95=11-08 . 162 40S702S__ ' 9. The `applicant shall `abstain ;from any and :all use of ; lawn care ' chemical"s',.;:' `.herbicides, pesticides and fertilizers at the site:: 10. This approval is contingent upon the approval by the : Board `of Health of- the subsurface as disposal system, -- 11.. Drywells or french drains shall be installed.to accormodate roof. runoff.. 12. The d�iveway` shall ,be :conatructed o - 'f pervious"material. ' 13. Construction.,shall conform to the. requirements. of the - State Building Code, the Town of Barnstable Zoning:.By-, i law.Flood. Area Provisions for.. construction within: the , coastal fl.00dplain. >`Work shall ensue only after consulting with the Building Commissioner. First ' ; .. floor .elevation of the proposed structure shall :be set at or above elevation l2. 14. All work.ahall' conform with the January,'13, 1993 plan and its:notes. _ 15. -Ae buffer zone enhancement planting .shall:conform.with June 29, 1992"specifications by Fugro McClelland.' 16 Any.future'`septic system plan revisions aha11 be submitted to the Conservation Commission for:_prior . authorization. 17. The Barnstable Health Department (790-6265) shall be consulted.regarding the septic system.monitoring program'. Monitoring 'protocols'.as :required by:-the Board of Health shall' be modified (with Board of. Health ! approval) should the groundwater, flow anomoly so necessitate. 1$. The,proposed septic .system upgrade for Assessors.Map #53/parcel.#2 'shall be implemented prior -to or in conjunction with the sale of that :parcel (also known as Lot 43, .Plan Book #277, page. 61)' 19.. Development of she parcel shall ensue under..engineering' firm .supervision. The Conservation Commission shall receive'.twice-a-month progress reports (with at least, " one per month being. a.written update) once work'has - begun. Reporting'-shall end at the •di.scretion of the :. Conservation Department or .at the;:conclusion of work at the site. s �. t . 7�.v-ai f� gi3'aq+... i3-va F+. I'Rlfiti it o-:a..5,4 we..�..5 `..c: - - .: be - }3._$ ec �70.,: 2'L' �¢:.._5 3.' ..S< �'4try .=S'.fir �9:�: 3 - -asp - �ha De zc a cic ntg .4a4.e t .�, ne dht.nwJa a. tow... landing sentic +aysten, Mon_'o��ne Ws�por�3 ,ab, w$�a rsc bf �oarc of 8 �'_tni ah. _w ciao ce su :.,tea ir: tdmel� fashion to the Cor3k.grvation "'OnaraSSior; _ if. this; 'responeib,. i" r of ths- appl Lc£et-, OWraP.�.8'1 u. ssor�n' tc .ensst:re : that ate:: . cond-t"cins o.d ;..0 cP� are comp ip wits., lrh. 'orc7e esnginle a . ,-a-to- are �g --provided- w-th A co-_N of ma.: erne -efe-e� e- .do.mm6nts before .tbo co=allcernen- _ of constructlon. � ;e . _euozrse, c6,nddt or sne no by - co:.atrued to exanj t c:prcjec' o: rscttors` f. fir' �espons o: fc~ ant' w ;$h verf•o ine ar:�clBv.ar or a_~i I pro�_iszons .. of the . 0_de or _ z iein o wptr the -- ( detail of, the nlanif 'of 3. .The. Conser:6 for -.Harms ._or, Amp lovaes; 'and _s _... - � . agents gh;-1 h�'�vz s "=,iGri �' 8 tc l asnas� col. _atto W It pr ov sic ,s thzs•.Order Of V <: At lie c;�*-^_e..,-,on sl ,vo :.F b. she �r _�__o,: ^` th - . s press t} rko =�apn I is r a Lauest vd 'v0 .,.4z .�3 0 i il� `rorl � .. ai r N'.L'an%.+ v tainnla a - - -epsArai fA a; b� 'r prof ass i ii pe_r.so., ce. }.-is: su. it k_ .r: 'he pan and se > .� r. 'wli devia 3 -- any, s)._g a`h the recort, otd�i �uaissd _r. ^ _ sna,_ ,��are t� e a'q 3+�s �o rt. u KO BP109921r0134 95-11 08 :'1t52 0057025 Therefore, the Barnstable Conservation Commission hereby finds that the, following conditions are'necessary, in.accordance with the Performance standards not forth in the regulations,"to protect these interests checked above. The Commission orders that all work shall be"performed in accordance. with,said conditions-and with the Notice of intent referenced above. To the,.extent that the following conditions modify or differ from i the plans, specifications or other proposals"submitted with the Notice of Intent, the conditions shall:control. General.con ditions, 1. failure to comply with all conditions etated.herein, -and with all related statutes and other regulatory measures, shall be deemed cause'-to revoke-or modif this Order. 2 This order does not'grant any, property right s"or. any'exclusive r--, 'privileges; it does not authorise any.:injury.-to.private'property or invasion of private sights. 3. This order "does not relieve the permittee or any'other Per of j the necessity of complying with all other applicable pefederal, state or local statutes, ordinances, by-laws or sequlationa. 4. Tho work authorized hereunder shall be completed within three years from the date of this.order unless either of the following a� apply A) The work is a"aiaintonanas-dredging project as provided for 'in-the Acts or b) The.time for completion has.boon •xtended.to a. specified ; are, but less"than five years, from < dat� more. than three year the date of issuance and both that date and the apecial circumstances warranting the:extended time period are set': ;.i .:. forth-in this,Order. 5. This order'may be extended by the issuing authority for one or ' more periods.'of up to three years each upon application to the. issuing authority at`least-30 days prior to the expiration date of 1.. the`.:order. 6.. Anysfill used in connection with this project shall be clean..fill,. containing no trash,.refuse, .rubbish or.debris, including but not limited to lumber, bricks;: plaster, mire;- lath, paper,,cardboard, pipe,'tires, ashes,..refrigerators, ,motor"vehicles;or parts of an of the. foregoing. ' 7 No work shall be undertaken until all'administrative appeal periods from this order have elapsed or, if such as appeal- has been filed, until.all proceedings before the Department have been. I completed4. 8. No,work" shall be undertakes until the rinal order has bean recorded. in the Registry of Deeds or the Land court for the J - i t _ - 41 Xl- i � � ..may•:. ter.- r - JI --- r � rS. x..._..- Eli S 1- .... _...... -•-.._.. 114 ML WT 41, - j a.},r ; .. :°.,� r Y,nw.. ark Y• y}. a n,•: C. r 1 L a • y i �4 • r :a" .. I i . . . . . � . I . . I - . I . � . . .1 . � I � . F � , I I � .. I � . . . ��_ ____.._._ �{. ; 1 r +[ Sa / �\I' �, '. �... ® t ' :: 1 i. `4.. d . . 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TH£ Stjs!"V1� lJl�i C;-/tirTFii . , Noyvra,eo K! .5e.4,2 s, C4�.e.e©F THE Tc�tvw MAR a 0 W4, OF �4.eN57-4401-E-.4e-I 1E13YCE.E'T/iYTHATJ'f,/F 70 L)� ou 1 $ W2 wa Tick 11,4 t. oi'THis oL Aw,BY T,IE Nov -9 PL41VAI IC 100-.Ole4O Ni4f BFF'A 1.E'ECEI VZ-,O 41V-0 .E'E CO'COE,U.4 T rV/.S OFi/,CE Aitl G7 NQ iV©T/C� OF.4A.o�.4L bVAS ,�E?'EC'F/1/EL> OU.E'/NG TN't� T1wE�V T"Y L7AY.�/1/EXT.4.�TLC.E' BARNSTABLE COUNTY � Al c7 7'/C,6—: . R�GiSTRY 0 DEEDS ATRUE COpY•ATTEST JORN .MEADE,REGISTER 7otww C"4,&,e.e A 0 SB \ •1 O � I o . .0. �p Ti s 'I.'n"" PROP . _ pt Cop. oe W OSED o " A TERUNE BUICO/NG 0 o• , pt SITE AND SLOCATION AND Q f LOT EAE RM: •� I �, :: T1 WG 0 O • ; _� .*, -7.Noisy T ' , a MASBCOTUIT)BLAIRE L LA AT R3 r ' BARNS :. RQ,y !;'•: _ M KE A REPgR D - BL ,� y' ° LL R ED FOR E, N BOOK 277 pA'ERENCF PETER t N 3 t„s.. : o- Ely LAST R 0, DA TE 6j. SCALE N �o o DOWN EVjSEp: 3,3_IO-9? W r . . .:-, •_• _ CAPE EN 20_g5 REF• DE GINEERING;'INC. i Qf FILE I cQco �AQUO MAP N/F ARNUR R. P No. SE3_2567 i ! Ld RRY SCALE: 1:25,000 � ET A � ASSESSORS `•1•`a`I i':G`i 'N/.i'o J'�'2J/9 �' I MAP 53 PARCELS 2 do 17 rDG( Oi P'VLP. N ZONES: Y AQUIFER PROTECTION OVERLAY DISTRICT O ZONING DISTRICT: RF N 7971 5p� HYDRANT #150 l �� co MINIMUMS. w d Q AREA = 43,560 S. F. 229.53• ° '�iV a FRONTAGE = 150' _, 85/32 WIDTH = N/A FRONT SETBACK 30' /�2 SB '� SIDE SETBACK = 15' REAR SETBACK = 15' \ l o J BUILDING HEIGHT = 30' 1 s+ cn0Z (OR 2.5 STORIES IF LESS) o o N W� �o� IJ w O r� � s •J� W� f �� COY h�J fir,�tiT N N �I� F 0 10 N; N/P AR I UR R. PERRY JR., ET AL. N ,14 -4 I a I'a A-3 s TOWN BARNSTABLE (LANDING) S.N � j�-0 � G WG 5�6 *1 +F A-3 46/ 2' F L 0 T 1 pia, tit+ �c PLAN BOOK 277 PAGE 61 �!��,. �� '� a 1 � moo. i AREA: 40,000 SF PER RECORD PLAN y2��o `�� c� F ► 1 O, / BEACH A-8 EOG OF ILa.w. n GRASS r.,..r `� ,dam, a I 1- 2 i 6 ` N 77 3j'40' Wx 214 49' o/4�x \ A-9 1 0 p t A-3 / ice, - A A-12 I ! ,1 a a g �� .,� Ar SfCn� , T 4V'� i !— / ��v�`'��' L8 N o/ S 78 45 A-1 C3 d '3- ~ E / g WY -' 1 �-� L 12-FOOT • / v 78 '� R/Gf/T OF - .,.® LAWN N cF �3 45' E WAY w P I 2 ( j l ,� :...rG e. �� �% A-3 188• t '`�-� -� F L10 I EDGE OF AP,SH A-1 ' C 0�� ,IIG J TBM ® HYD SPINDLE EL = 9.96' 11L iN m W / ;(n m j ✓ A-2 I > M r p �` �o� �z u i o N �- /r A-2 2 Q w I EDGc 01 P"✓cP. S0' '�W WETLAND DELINEATION, y w 2 I `+ 8 BY FUGRO EAST INC. •.LAWN A-26 ,U 01/29/96 Z i a LITTLE RI R .. NOTES: f A-1 � t �CP�_P / >A-2 TOPOGRAPHIC/LOCATION DATES: 01/29 - 02/01 - 02/09/96 �. till V ELEVATIONS REFER TO RM44 EL = 23.16' NGVD TBM @ SB ��` LAWN / �. q`3 EL = 2.49' �• A-2 ?'- ---�_ A-2 '. CHAIN LINK FENCE o—o—o—o- ( (/ \ �'\ /Lu UTILITY POLE/POLE.NUMBER $ 85/32 _ � �'�'-' 4 �- \ p EDGE ~• A-2 2- WATER w 1 , LAWN ; GATE all. r I <-22 �.. `. CATCH BASIN ® - %' �... EDGE OF CB/DH - STONE BOUND ——....._ I MARSif CESSPOOL COVER D 2 WETLAND DELINEATION FLAG BY FUGRO EAST, INC. A-1 - ---- _ `w PROPOSED GRADE 11 77 ,I � EXISTING GRADE TEST HOLE 2 2 EDGE OF MARSH EOGE 0� a� \ i PROPOSED U/G ELECTRIC/TELEPHONE/CABLE ETC f MARSH PROPOSED UNDERGROUND GAS/WATER LINE WG / EDGE pF. ( MAR 14 C 4,x ? DESIGN DATA: SINGLE FAMILY 7 BEDROOMS NO GARBAGE GRINDER 4 ; DESIGN FLOW 7 x 110 GPD = 770 GPD SEPTIC TANK: 770M GPD xs 200 = 1540 GPD v L 0 T S 2 $ 3 �► USE 2000-GALLON SEPTIC TANK NOTE: PLAN BOOK 277 PAGE 61 V 't APPLICATION AREA REQUIRED: REMOVE EXISTING OVERHEAD WIRES AND REPLACE O AREA: 3.4 ACRES PER RECORD PLAN C 770 - 0.75 G/DG/F = 1027 SF WITH UNDERGROUND ELECTRIC SERVICE; EXISTING w , UNDERGROUND FUEL STORAGE TANK AT SITE TO APPLICATION AREA SHOWN: BE REMOVED, UNDERGROUND GAS' LINES TO BE INSTALLED a . TO SERVICE EXISTING DWELLING. - FIELD: 45` x 23' = 1035 SF OK 0 0 �o Z ROAD CFOSS-SECTION PROPOSED BURIED` U11UTY INSTALLATION! LINE DIRECTION DISTANCE AT SECTION A Al L1 s 07'38'45 W 18.30' L2 S' 45'23 00" E 32.98' L3 S 15'06'50" W 11.49, SCALE: 1" _ 10' L4 S 29'49'45' W 29.30' DETAIL LEACH FACILITY L5 S 29'49'45' W 23.24" ' L6 N 78'53'45" W 11.9r PLAN VIEW A Al L7 S 11'06*15" W 30.00, N. T. S. ' 68' L8 S 78'53'45' E 18.00' L9 S 11'06'15" W 18.00' BELAIR LANE LAYOUT 4i0' WIDE I L10 S 78 53'45" E 30.00, _L11 N: 11'06'15' E 29.97' ,�. t 0 FOOT Vsn E [ -�-- --- L12 N 3356'52" E 33 00' { STONE DRI I I L13 S 2949'45" W 15.00`� ` I , 'r I I l 5' CURVE RADIUS LENGTH DELTA A o w z O Q `„ C1 11.34' 11.82' 59.44'05* ci�' I N z w .r o C2 16.74' 20.82' 71'16 30 DISTRIBUTION o o Q U X C3 12.00 18.85, 90'00'00' BOX Q�1 w M w r --- _ z z o a d p o 0 0 w� oz' - W < U V U W y; W J hhh ;. 4' W R w m w 0 SEP11C UPGRADE & PROPOSED J BURIED u*nu nES PLAN SCHED 40 PERFORATED PVC PIPE (TYPICAL) m o PLACE CAPS AT ENDS o D w w o o AT w J 30 BELAIR LANE COTUIT, MASS. SET RISERS TO GRADE FOR FINISH FLOOR EL = 12.2 1/8' -- 1/2' PEA NONE _ Fc = 11 RORY COWAN OF FG = 10' 3/4" - t 7/2- DOUBL WASHED STONIE � . REV: 8-20-96 (LOCATION BURIED U11U11ES/X-SECT) DETER TEST HOLE 6-20-96 (BY AUGER) REV. 7-10-96 (TEST HOLE/DATA/WATERLINE) SULLIVAN 9.3 2000-GAL '.K. GR, _ EL = 8' 996 NO 733 9.1' SEPTIC TANK 8 9, 8,7- 8 3. 8 SCALE. 1 = 40 JUNE 24, y-20 REV 9-3-96 (LOCATION PROP BURIED UTILITIES) ; 8.5' BOTTOM EL = 7.3' A - LOAM BEDDING AS 2' BAXTER & NYE, INC. ` O PER TITLE 5 23 N','!TE: B - SANDY LOAM 812 MAIN STREET 1' 10" OSTERVILLE, MASS., 02655 EPTIC PEF ;IT #96-300 PERC 1' IN 2 MIN/LESS (508)-428-911 HEARING DATE; 10' 12' 43' f 2.5' 3' - T f G ANTED F0 THIS SYSTEM o 7- • 96 c GRAPHIC SCALEr q Az\x �pp I EL, - 2.3' MEDIUM SAND +0 0 20 40 so 180 A. TRACE OF T� HIGHEST LL READING GRAVEL -• 1 OF-PROPOSED SEPTIC SYSTEM , - ( ]N FEET } 6'-3' WATER Il int1h = 40 it NOT TO SCALE EL = 1.75' -1\ ♦�V 95186 (PPP05.DWG) e• " t v� R �F n� f v, R .; " ,. k. S. r F4 7 w i ..q - ... f A � L i"... ,;., ''YT•f,:, ♦'Y°' .:.: @ {.i, A R+1N :� .. ,. `(`fit• -I... .,� r '' � .. i R �. ,R :R -)- n ., . 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