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0094 HOLLY POINT ROAD - Health
F Holly Point Road terville232 —042 No. 4210 1/3 ORA oH o �V ���' 10% CS 9 p iz Y r a I i I TOWN OF BARNS'TABLE E LOCATION q- 4 Unto f Pet rT_. R-t-: SEWAGE# J-0It- 1 t 6 VILLAGE t Al�i"�ZZt./t L.LLP ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 23-G. !E6- T *4 - k9 SEPTIC TANK CAPACITY to -6 kL- LEACHING FACILITY: (type) �a t ' (size) NO.OF BEDROOMS —deed re r4n-44 3�,n-4kL- c t t-( Awl L_ OWNER PERMIT DATE: COMPLIANCE DATE: �1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4- Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) ice( - Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) too Feet FURNISHED BY Dn"I C .4, L/Hrrrrt��/ /a1 - o2g, Ay 3 4 O FROM FAX ND. May 23 2010 10:18AN P2 s TIF,ED RESTRICTION wlip,RLIAS, MAL CCLA4 K. M0NT(YJ1VlFRY AND P/LIVIR AA Ll. MONTGOMERY of 36 Hadderl Road, Scarsdale,New York(the i3Ojwre)-s11)a:re thD owners of 94 Holly]'dint Roatl,Centerville,MasS»chomlts,Wine sllowti on a p tan dated Itbruary, 1Jr8 duly recmded in.the, 'l3arnstataic° C our�ty 1?.eoistry of 1 e:ir; �ti Land Court Number 20239-C,Sheet 4,]Lot 63[tht;i Fr6perty"). WfIF)REAS, the()wirers have agreed vh1h the Town of)larnstablt: Ni=l of Health to a restriction as to lbo ' number of tPKImcrrns which can be included in any hranie built(in said to obtaining a disjy),;.d worka ctlmstn�C.t.iort prcruut in cornpliance Nvith MO ChAR 15.000 State Environmental Code,Title V, Minimum RequirentenIs for tile Subnwu.rfacc Oispo W of Sanitary Sewage; WHE-1,01,AS; the Town of Harnstablo Board of Health, ae, a pre-cxrridition to graorting a disjcrsal works coastruetion permit for a uspt.ic system in compliance with 3'10 CMR 15,200,Stale Envilonnrental Code,Title V,Minanum KegoircilvbrntS for the Substuface DispoBal ofSanitmy Sewage, and urthudzeinp the]!tsuancu of a building permit For the aims fvWon of a single faria.ily home on the Pr(perly, is ieguiiing that the agreorrrent for the restrirxion on the r►urnbcr of bedionrus in arty house coast€uctcd on the lot be put of record with Me Barn%tahlc Cotttity Regigiry of Deeds by temrding Lids docutuertt, NOW,11 EREFORP,(he,Owners do heW)y place the.following restric:tiun un the A)ove-refCt'er1e.ed Property in accxfrdance with their. aWeemunL with the Town of]Barnstable Boal-d of HL"ltil,Which restriction Shall rurt with the laud and he binding on successors in title: The property may have constrtrcxW upon the lot a houso containing ou metre;than tyro(2)bcdrooms,poWded, hvw6NE that this Deed Restrictinn may be,removed of rec.•ord by the then cuirunt uwEnei or owners of the f mprrty if in the future the Prgxrty is connected to ab town sewer or the al#icable'Tower of Barnstable mVilations or ordinances changc, Subjeet to the forcfcring proviso,the Qcvners agree&it this shall be a.permanent deed seatriction affecting the ]Property. nir title or Makmini V— Montgorrrery and Irarnela U. Montgoinery see Land Court Certificate of Title Number 207637. Exe d affis a Sealed 1115trurnentpn the sixth diynflanuary,2016. IUlalccf@rxr K Mat:t}Umcry �� �� l�`ir€topa 115.IV1irnl.gome S'I.A E,OF NEW Y ORK,COUNTY OF NEW YORK,ss: January 6,2016 "fii�tl perttcxrally appeared the aWvc-named Malcuim K. 1lfonignmery and Pamela 13 Motitgumcfy, each a knowii-to we to bO ttre perSnn v,rhu executed tlic foreptiing,instrument and ack-nowledged tlx:srnne in he his of 1' her frm,Sect�rrd ec4,lteft�r rrie l _ .. �� - I�;ci 11.j�latthi.4g,Notary rlrc le9y r nntnnission t xpita!; __-- c�'-. tacrtrir Public,State cif Nous,'lartc ou:11iried in WeatcJiostet°Gouna t.33 f,'arn nission t=xpire:;Dew � � Q O�v Meade,DPW s � Commonwealth of Massachusetts70' Title 5 Official Inspection F®rM Subsurface Sewage.Dispos.al-Sys.tem-Form - Not for Voluntary Assessments 94 Holly Point rd Property Address y a: Albert Colton p Owner Owner's Name -- -- -- -- — - : ,I --- information is Centerville Ma '` 02632 9/21/15 f's" required for every page. City/Town State Zip Code Date of inspection ^� p r, Inspection results must be submitted on this form. Inspection forms ma-y not be altered in any - way, Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms on the computer, uaa only the tab 1. Inspector: key to move your cursor-do not Michael DiBuono - use the return - —=-= key, Name of Inspector -- - — - DiBuo_no Sewer,and Drain =F� reb Company Name --- - ------ --- ----- —— 8 Johns path ------------- --- . ---------- _ Company Address _ -- -- --- S Yarmouth — _ MA 02664 City/Town, State .- - Zip Code 508-364-9587 _ S113522 Telephone Number _ _ License Number - - - t B. CertiflCa$IOnf - -- _. I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ® Passes ❑ Cond;l:ionally Passes ❑I Fails ❑ Needs Further Evaluation by the Local Approving Authority Y' �— 9/21/15 -------- -------------Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the -report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ***`This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. (Sins•3113 Title 5 Official Inspection Form:Subsurface Sewage Dispose S�Page t of 17 — - I Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments •'` 94 Holly Point rd Property Address Albert Colton Owner Owner's Name information is Centerville Ma 02632 9/21/15 required for every _ page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/ always complete all of Section D A) System Passes: ® 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: The system contains a 2000 gallon tank pump chamber combo as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels appeared to never have been at abnormal levels. B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins•3/13 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address Albert Colton Owner Owner's Name information is required for every Centerville _ Ma_ 02632 9/21/15 page. City/Town State Zip Code Date of Inspection __ B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (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 environM. ent. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 -K\ ` Commonwealth of Massachusetts _ W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address - ------------------- ------ -- Albert Colton Owner Owner's Name information is required for every Centerville_ _ _ Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid"level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less 1/2day flow _ t5ins•3/13 than Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form 0 Subsurface w _Se age Disposal System Form Not for Voluntary Assessments a ` 94 Holly Point rd Property Address Albert Colton Owner Owner's Name information is required for every Centerville _ _ _ _ Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions iii Section'D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments /t 94 Holly Point rd _ Property Address -- - _Albert Colton Owner Owner's Name information is required for every Centerville Ma_ 02632 9/21/15 page. City/Town State Zip Code Date of Inspection __ C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior.of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based.on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] C. System Information Residential Flow Conditions: Number of bedrooms (design): 2 3 - ------ Number of bedrooms (actual): -- ---- DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•3113 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �e 94 Holly Point rd Property Address Albert Colton___ __ Owner Owner's Name — ---- information is required for every Centerville _ Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection D. System Information Description: The system contains a 2000 gallon tank pump chamber combo as well as a concrete Distribution box. All tees and baffles are in place. The Distribution box is level and at normal level. The leaching is made up of several leaching chambers and at time of inspection levels appeared to never have been at abnormal levels. Number of current residents: 2 _ Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): 189 GPD Detail: - Sump pump? ----- ❑ Yes ® No Last date of occupancy: _ Date ..Cp,n7,mercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): - .-- Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title system? ❑ Yes ❑ No Water meter readings, if available: 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments \a 94 Holly Eoint rd Property Address Albert Colton _ Owner Owner's Name information is Centerville--------------- Ma 02632 9/21/15 required for every ' __ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: 2011 Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity Site glass q y pumped determined? Reason for pumping: Mantenance Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool '❑ -Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and -maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address Albert Colton Owner Owner's Name — information is required for every Centerville_ Ma 02632 9/21/15 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: 4-years Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 18" feet Material of construction: ® cast iron ® 40 PVC ❑ other(explain): --- Distance from private water supply well or suction line: --- - feet Comments (on condition of joints, venting, evidence of leakage, etc.): System is vented throught the roof. -__-- Septic Tank (locate on site plan): Depth below grade: 1 ft feet Material of construction: ®.concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 1500 gallon If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gallon Sludge depth: 3" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address - Albert Colton_ Owner Owner's Name information is required for every Centerville_ _ Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 24 Scum thickness 3"____—__ Distance from top of scum to top of outlet tee or baffle 42 Distance from bottom of Scum to bottom of outlet tee or baffle 1" Sludge stick How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): No evidence of Ieaking,Tees and or baffles in place at time of inspection. Grease Trap (locate on site plan): Depth below grade: NA feet Material of.construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle ----- ---______ Distance from bottom of scum to bottom of outlet tee or baffle =— _ Date of last pumping: Date t51ns•3/13 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts -�-- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address Albert Colton Owner Owner's Name — ----- — -- information is required for every Centerville — _- Ma _ 02632 9/21/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tees are in place and levels are normal. 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-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form = 8 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments /Vr 94 How Point rd -----------------------------Property Address --- Albert Colton Owner Owner's Name information is required for every Centerville — _ Ma _ 02632 9/21/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert At normal level -- 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.): Distribution Box is level and at normal level with no signs of carry over or decay. 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.): Chamber is like new. Cover to grade * 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: 15ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts �r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address Albert Colton Owner Owner's Name --- --- --- — -- -- — -- — -- information is Centerville Ma 02632 9/21/15 required for every _ — _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: z leaching chambers number: 3 - ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: - ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: -- ----- — - Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): No signs of carry over and_no signs of hydraulic failure. ...C.ess.p.omis_4cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration --- Depth -top of liquid to inlet invert - --- Depth of solids layer --- -- Depth of scum layer Dimensions of cesspool ---.—_ Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a �o- 94 Holly Point rd Property Address Albert Colton Owner Owner's Name information is Centerville Ma 02632 9/21/15 _required for every _ page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): No signs of ponding or hydraulic failure. 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.): 151ns•3113 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 OfficialInspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd _ Property Address Albert Colton _ Owner — --Owner's Name Name information is required for every Centerville Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately . . .t t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 i �� 17y � r � IJ TOWN OF BARNSTABLB LOCATION =- SEWAGE# VILLAGE ASSESSOR'S MAP& PARCELS INSTALLER'S NAME&PHONE NO, SEPTIC TANK CAPACITY LEACHING FACILI"CY: (rypz) (size) NO. OF BEDROOMS OWNER = PERMIT DATE: -- ; CONIPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of l..eachin,Facility r-- Feet Private Water SupPly Well and Leaching Facility (If any,wells exist on site or within 200 feet of leachinu facilih,) _ i s ,` ;_1_--,- Fee! Ed e of Wetland and Leaching Facility;if any wetlands exist within 300 Feet.of leaching facility) Feet FURNISHED BY `fN Commonwealth of Massachusetts -- - = Title 5 official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments -t 94 Holly Point rd Property Address Owner Owner's Name information is Centerville Ma 02632 9/21/15 required for every _._ page. City/Town State Zip Code Date of Inspection D. System Information (coot.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10 + ft 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: 4/25/11 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: ....Yo-u m.ust.d., scribe,how you established the,high ground water elevation: Test hole data on plan dated 4/25/11 indicates NGE at 10 ft Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts _ `title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Holly Point rd Property Address — - Albert Colton Owner ------ - - —- _------------------------------ Owner's Name information is required for every Centerville__ ___________ Ma 02632 9/21/15 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ❑ Inspection Summary: A, B, C, D, or E checked Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ❑ System Information — Estimated depth to high groundwater ❑ Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file Gins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 y .(r Town of Barnstable�°pSHE rOw,y Barnstable P Board of Health SAmericaCily + BARNSTABLE, 9 MASS. g 200 Main Street, Hyannis MA 02601 039. �e prED MAC A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING RESULTS Tuesday, September 13, 2011 at 3:00 PM Town Hall, Hearing Room, 2ND Floor 367 Main Street, Hyannis, MA I. Hearing — Housing / Pool: James Connors, Esq., representing Donna LaRose, requesting a hearing for Oak View Condominium Trust, Thomas Benton, Trustee, at Oak Neck Road, Hyannis, pool violation — abandonment. The Board voted to order (1) the swimming pool be removed and filled in by October 15, 2011 and, (2) the fence around the pool shall be fixed immediately so the pool is safely secured and closed off. II. Variances — Septic (New): Richard Tabaczynski, Atlantic Design Engineering, representing Fiat of Cape Cod —500 & 504 Yarmouth Road, Hyannis, Map/Parcel 344-006 & - 007, 1.61 acre lot, design flow for service bays and requesting the Board lift the restrictions dated 9/8/88 which includes no more than 6 employees, no washing or repair of vehicles. The Board voted to approve a continuance until Monday, September 19, 2011 at 3 pm in the Town Hall, Hearing Room. The Board would like (1) to clarify with Brian Dudley, MA DEP, why he was willing to approve the design flow rate next door to this property and to obtain Mr. Dudley's view on #3, below, (2) the dealership uses a machine,"the tenant", to clean their floors of excess water in the shop and the Board would like to know where they will be discharging the water vacuumed up from the floors and, (3) a determination must be made of whether an impervious surface or a pervious surface is more desirable for the parking lot. If an impervious surface is more desirable, then a letter would be sent to the Zoning Board requesting the allowance of such be granted. III. Innovative / Alternative (I/A) Septic Plan: Linda Pinto, CSN Engineering, representing Cape Commerce Nominee Realty Trust— 86 Old Farm Road, Centerville, Map/Parcel 251-005, 18,072 square°feet parcel, requesting approval for alternative treatment. Page 1 of 3 BOH 9/13/11 Town of Barnstable �OpSHE TO�ti Barnstable P Board of Health edeaC'i � BARNSTABLE, 9 MASS. 200 Main Street, Hyannis MA 02601 1639 Alf0 MAC a 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING AGENDA Monday, September 19, 2011 at 3:00 PM Town Hall, Hearing Room, 2ND Floor 367 Main Street, Hyannis, MA I. Variances — Septic (Cont): A. Richard Tabaczynski, Atlantic Design Engineering, representing Fiat of Cape Cod / Premier Realty —500 & 504 Yarmouth Road and 436 Yarmouth Road, Hyannis, Map/Parcel 344-006 & -007 and Map/Parcel 344-009, 1.61 acre lot and 0.56 acre lot, design flow for service bays and requests the Board lift restrictions. At 436 Yarmouth Road, auto repairs have been allowed. Page 1 of 1 BOH 9/19/11 S The Board voted to approve the I/A system provided the following four corrections are made: 1) correct the map/parcel to 251-005, 2) correct the actual size of the lot to 17,424 square feet, 3) the calculation of the number of gallons per day should be 306.2 gal/day, and 4) improve the topography on the plan as it is difficult to see and read, and with the following conditions: 1) a 2-Bedroom Deed Restriction is recorded at the Barnstable County Registry of Deeds, and 2) a proper copy is submitted to the Public Health Division. IV. Variance — Food (New): A. Rodney Desimone, owner, TJ's Deli Sub's — 1070 lyannough Road, Hyannis, Map/Parcel 295-019-X01 + X02, grease trap variance. The Board voted to approve the grease trap variance with the condition that DPW is in agreement with the grease trap variance. Mr. McKean will obtain an answer as quickly as possible as the owner is trying to open for the weekend. (The owner would be limited to "no seating" until he is approved at his Licensing Hearing next Monday.) B. Sam Mazzeo, Palio Pizzeria — 441 Main Street, Hyannis, Map/Parcel 308-080, grease trap variance with increased seating capacity. Paul Mazzeo attended the meeting. The "to go" counter has six.seats and is 18" deep. This would bring the total count to 88 seats. The normal calculation for seating with the current grease trap(s) would be 67 seats. The Board has the ability to increase it by 25%, bringing it up to 84 seats. The Board approved the seating of 84 seats and offered the owner the option of either: (1) including the counter as 6 of the seats or (2) The counter— "waiting" area will be used for waiting only — no food consumption there, no seats there. V. Old / New Business: A. 45 Straightway, Hyannis — inspection report. The Board approved the acceptance of the inspection reports —final determination after 1 fail and 2 passes, the inspections will be viewed as passed. B. 94 Holly Point Road, Centerville — extension of septic replacement expiring September 15, 2011 — status: signatures on deed restriction are being gathered as a number of owners are abroad. Septic has been installed. The Health Division is withholding the Certificate of Compliance until the Deed Restriction is submitted. In March 2006, the Board had requested the units 1-7 be Page 2 of 3 BOH 9/13/11 i JI t J tested every year. The file is showing that the condo association is also not keeping up with the inspections every three years required for the other buildings. A letter shall be mailed to the condo association stating that they have failed to adhere to the Board of Health requirements in the letter dated 3/15/06 (see attached). Given the status of the sewer plans in the town, the Board is interested in having the condo association replace the septic system at this time. As an alternative, another facility on Old Strawberry Hill Road is examining the cost of installing a sewer line in the area and if the condo association would like the Board to facilitate the meeting between all parties interested in joining in and sharing the cost of the sewer line, the Board would be available to do so. Page 3 of 3 BOH 9/13/11 60-0-1 kL,4j EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 7/13/2010: of a A. Letter— Albert Colton, owner, 94 Holly Point Rd, C_enterville — septic �f 3b replacement�deadline (wants to eserve the right fora hearing). s � Mr. McKean contacted Mr. Colton. He is expected to request a hearing, possibly for the August 10, 2010 meeting. EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 8/24/2010: VII. C. Dan Ojala, Down Cape Engineering, represents Albert Colton, owner— 94 Holly Point Road, Centerville, failed system, 4r� requests deadline extension. Dan Ojala was present. He stated the septic failure was due to tree roots in the pipe with no visible problem of it backing up at this time. This location falls within possible sewer connection. The owner only comes down on weekends and rents for a 9-10 week period in the summer. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board approved to extend the repair deadline until April 1, 2011. The deadline will be revisited at that time to see if sewer is moving forward in this area. (Unanimously, voted in favor.) EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 4/12/2011: III. C. Dan Ojala, Down Cape Engineering, representing Albert Colton — 94 Holly Point Road, Centerville, Map/Parcel 232-042, requesting an extension of septic replacement. Dan Ojala was present and acknowledged the extension has expired. He would like to have another extension. Dr. Miller said that without seeing a specific plan, he is reluctant to approve a plan. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to approve the extension of the septic replacement until September 15, 2011, and the Board prefers the installation to occur sooner, if possible. (Unanimously, voted in favor.) Health Master Detail Page 1 of 1 a . : - Health Master Logged In As: TOWN\crockersh Health Master Detail Wednesday,August 31 2011. Application Center Parcel Lookup Selection Items Reports Parcel Septic I Perc I Well I Fuel Tank Parcel: 232-042 Location:94 HOLLY POINT ROAD,CENTERVILLE Owner: COLTON,ALBERT H,TRS,ET ALS Septic 1,4/25/2011 I New Septic... Permit number: 2011-116 Permit type: Repair Complete system: Issue date : 4/25/2011 Complete date: 5/17/2011 I Septic tank size: 2000ST/PC Type/Size of SAS: 3-500 gal leach chambers i I � Installer: Bortolotti,Robert J.,Bortolotti Construction Card on file: F I/A service type: Select service jj Innovative/Alternative Technology type: I Select IA type - Variance date : Abandon complete date :I 2M Abandon permit number: I Repair deadline date :�� Repair notification date : 4/21/2008 t Keyword: Comments: BOH approval. NO COC ISSUED UNTIL 2 BR DEED RESTRICTION IS R I`J Delete Septic Inspection 4/7/2008 Niew Inspection... Number Inspection Date Inspector Result j 4885 4/7/2008 lWhite,Brad J.,WIND RIVER ENVIRONMENTAL - F(Fail) - ` ;,The following condition(s)are occurring: (— discharge or pending of effluent to the surface of the ground (- pumping more than 4 times during the last year NOT due to clogged or obstructed pipe F backup of sewage into the house due to an overloaded or clogged SAS or cesspool F static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool r any portion of the SAS,cesspool,or privy below high groundwater elevation i F any portion of the cesspool within a Zone 1 to a public well F any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis i Received Date Comments r-�J—— Inspection report 04/07/08-All leach lines were crushed or very brittle,with C"J Delete Inspection 1 Save Septic Changes I Return to Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=232042 8/31/2011 Page 1 of 1 TOWN OF BARNSTABLE LOCATION<14 natt y i n rT�A-t SEWAGE# —11-011-I 16 VILLAGE Chi t i tt2 S/t t t lr ASSESSOR'S mAP&PARCEL 33a--4�L- INSTALLER'S NAME&PHONE NO. O-C-l: SEPTIC TANK CAPACITY, JOec !yEL r'A-0I's r el. LEACHING FACILITY:(type) _/i rl1 F (size) NO.OF BEDROOMS �——fJ lYsn 3 pAfL CN LP(,kPl f._. Ct+t-f"�tL.tlaa_✓c<�'>t`( OWNER PERMIT DATE: . {-:JS-if COMPLIANCE DATE:, ,I7 Il §-partition Distance Between the: Maximum Adjusted Groundwata'fable to the Bottom of Leaching Facility -Feet Private Water Supply Well and Leaching Facility(If my wells exist on siteor within 200 feet of leaching facility) 0a A-. Peet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) t 00 .Feet FURNISEEDBY Dzv O A7=029' &3 �y 441 https://itsgldb.town.bamstable.ma.us:8431/Home/ShowAsbuilt?mp=232042&sq=2 7/14/2020 Message Page 1 of 1 Miorandi, Donna From: McKean, Thomas Sent: Monday, April 25, 2011 8:16 AM To: Miorandi, Donna Subject: RE: 94 Holly Point Yes, that is okay with me. -----Original Message----- From: Miorandi, Donna Sent: Monday, April 25, 2011 8:15 AM To: McKean, Thomas Subject: FW: 94 Holly Point Hi Tom, This property needs a deed restriction. Please see the following e-mail from Sarah Ojala. What do you think? Donna -----Original Message----- From: Sarah B. Ojala [mailto:sojala@downcape.com] Sent: Monday, April 25, 2011 8:04 AM To: Miorandi, Donna Subject: 94 Holly Point Hi Donna, Client here is panicking about the time factor in regard to the installation of the new system....There are 4 owners of the property (I have only been dealing with Al Colton and he's in Colorado). One of the owners is in Africa and the others are in San Francisco and Colorado. Is there any way that the deed restriction can be recorded prior to the issuance of the certificate of compliance instead, rather than at the time of pulling the permit? Bortolotti is ready to go and the client has renters coming in. He expects it will take time to track down the owner in Africa. Can you help me on this? Please? Thank you, Sarah 4/25/2011 f0VA L 1 No. wlL /� 1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compu erV: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftprication for Misposai 6pstrm Construrtlon Permit Application for a Permit to Construct( ) Repair( /Up-grade VAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. y)4o j I�k loan+ 1-C) Owner's Name,Address,and Tel.No.-30 3 Assessor's Ma /Parcelsr',N.n�Ui lam -416 vL_ C-G i+on P .23a Ya ft I 1 S a N r_ L,:�na rn ( o BaS63 IInnst_al}le�r's�Name,Address,and Tel.No. 56'V,— Designer's nName, Address,and Tel.No. �. �:..A`�If�t4��-�'r6YL„j 1'`�• ,+�Q.L7r1 �.A���:v�G�'2Cti r�s=r c SxkAvskq 4• 4:n, U;vp V S{-- G�Is- Type of Building: Dwelling No.of Bedrooms C� Lot Size V•q4? �,ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) pRO _ gpd Design flow provided gpd Plan Dates r4)jq a/,o?bl C) Number �of sheets / Revision Date_�a.S4-P1 aC)10 Title 7"iJ le�S »�k �q, 9 !( pf f Size of Septic Tanka U / e of S.A.S. -- Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mai ce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme ode an of to place the system in operation until a Certificate of Compli,ihce has been issued by this Board of Health. gn d - Date Applie on Approved by Date 1 Application Disapproved by Date / for the following reasons it Permit No. eZe2/1 — Date Issued s. _ 11FF9955 OJV No: Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in co P r' yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1plication for Misposal Opstrm Construction permit f Application for a Permit to Construct( ) 9T1ir( ) Upgrade�/KAbandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.q y/k �� p i } Rj- Owner's Name,Address,and Tel.No.30 3_65a_ t lrv, . A'I k�� C o l f•a'� T' Assessor'sMap/Parcel a3� ya S �; t. (_vi �) �> C'C' 30Sc3 Installer's Name,Address,and Tel.No. `J�t-'�/ �/��_ �aG Designer's Name,Address,and Tel.No. .a/ • 1�["�-p��.�-i.�C'�-;oY1„y,rtiC. • I..ICx_�t'� ti-Q.�C+"�ic��rir� ,3.r�t , S T"AIJ4a t a-a S. tit lis A'Aa 016V s i l 2U,.,J1 A r1.1 C. Cx'7 1�'pe of Building: j Dwelling No.of Bedrooms Lot Size O•q/a h`°C 121—so,ft. Garbage Grinder( ): Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures , Design Flow(min.required) r,(C�`— gpd Design flow provided Ji I ` gpd Plan Date r ,.W 4,1 `/ Number of sheets �` / Revision Date j [,c D Dow Title 1,`+leJ S;�F 1 Iq�, ry 9S� o/%i tnf /mil', �c�nlrrUi//� r Size of Septic Tank Type of S.AtiS"- , 3 _ 5,toQ,:; 0*/1� ,ry=r o .Description of Soil f.„ der f rr�,. J C r Nature of Repairs or Alterations(Answer when applicable) F , i Date last inspected: Agreement: r The undersigned agrees to ensure the construction and main�ance of the afore described or sewage_A!Tos�at system in accordance with the provisions of Title 5 of the Environmental-Code an j t to place tfie system in operation until a Certificate of Compli`lce has been issued by this Board of Health. ` gn d i)! Date Apphc �on Approved by - Date l/ t / vV a fi Application Disapproved by / Date _ for the following reasons F Permit N Date Issued ' .----------------------------- -- ------------------------------------------- ------------------ --------------- ------------ THE COMMONWEALTH OF MASSACHUSETTS J S d,)A u�'�\r) t� BARNSTABLE,MASSACHUSETTS /� Certificate of Compliance Cc)c � J`P `, J <r HIS IS TO CERTIFY,that the On to Sewage Disposal system Constructed( ) Repaired ) U grad( ) ��C (- �}- deed Abandoned( )by ��t- Ip �hr,c !'�>� ���.[-, Zr'�,C at 1 ;,,�� & 'i e ;i has been const 4inaance /r'4_ c i� t lGfhuwith the provisions of Title 5 and the for Disposal System Construction Permit Nated � .,Installer 1 r-ind � ��r(JG f,I�(> ,Z Designer 13[ r, #bedrooms Approved design flow gpd . r The issuance of this permit shall not be construed as a guarantee that the system will nc(tion as designed. Date S j -7 t1 Inspector ----- - - No.----------------------- -- ---------------------------- - -------------=----- .r�� �� F Fee t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �•_ MisPosal 6pstem ConstrULtion Permit Permission is hereby granted to Construct( ) Repair(,-r Upgrade( ) '- Abandon( ) i, System located at� r,��, , ; t . , t and as described in the above Application for Disposal System Construction Permit: The applicant recognized his/her duty to comply with �r Title 5 and the following local provisions or special conditions. Provided:Con tructto must co. pleted within three years of the date of this permit. �� ✓�("! 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(508)362-4541 939 main street rt 6a .� fax(508)362-9880 yarmouth port mass 02675 down cape engifteeiing, 1*#C structural design civil engineers& land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. March 14, 2011 ' Timothy H.Covell,P.L.S. land court � Andrew R.Garulay,R.L.A. surveys Town of Barnstable Board of Health site planning 200 Main Street J Hyannis, MA 02601sewage designs system Re: 94 Holly Point Road, Centerville Dear Board Members: inspections In September of 2010,the Board granted an,extension to our client,Albert Colton, to replace or upgrade the single cesspool system at the above-referenced address. The permits house has been vacant for the winter season. landscape Due to the fact that no sewering is planned in the near future (a consideration when architecture approving the extension at the September meeting),the owner is now in the process of soliciting bids for the 2 bedroom design(but 3 bedroom-size) and plans to install the new system before the summer occupation season. The owners (it is a Trust)wish to solicit the Board's opinion at this time as to the likelihood of approval for a true 3 bedroom system at this location. We would be performing the required additional test holes, adding the reserve and proposing an Innovative/Alternative unit be added to the 3-bedroom-sized system already there, since this site is within a Zone II and is under the required amount of land necessary for a true 3 bedroom dwelling(the lot area is 20,100 s.£+/-). We appreciate your consideration of the above, and look forward to discussing this at your next hearing in April. Thank you. Very truly yours, ; Daniel A. Ojala, PE, hS = Down Cape Engineering, Inc. cc: A. Colton Page 1 of 1 McKe-n, Thomas From: Albert H. Colton [colton76@comcast.net] Sent: Tuesday, July 27, 2010 1:05 PM To: McKean, Thomas; McKean, Thomas Subject: 2011 Town of Barstable Budget, 2012 Lake Wequaquet sewer installation Dear Mr. McKean, In follow up to our conversation this morning regarding septic replacement at 94,Holly Point Dr., Centerville, please find attached the cover page and page 52 from the 2011 Town of Barnstable budget with budget plans for the Lake Wequaquet sewer to go in 2012 with completion by 2013. Al Colton 7/28/2010 w BanistaWe f. The Town ®f Barnstable ffl-ftflaficarN q q, PAP ysarmAsssLE, Office of Town Manager 1639. `� 367 Main Street,Hyannis MA 02601 li V. www.town.barnstable.ma.us 2007 Office: 508-862-4610 John C. Klimm,Town Manager Fax: 508-790-6226 Email: John.klimm<'@town.barnstable.ma.us TO: Town Council FROM: John C.Klimm,Town Manager _7cR RE: FY 2011 Capital Budget and FY 2011 -FY 2015 Capital Improvement Plan DATE: March 1.8,2010 In accordance with Section 6-5, Capital Improvements Plan,of the Town Charter, I hereby submit the Town's FY 2011 Capital Budget and FY 2011 —FY 2015 Capital Improvements Plan for your review and action. In forwarding this document, I would be remiss in not mentioning the work that went into its development by my department heads, their staff and, in particular, the members of the Comprehensive Finance Advisory Committee who spent many hours reviewing and commenting on the numerous projects submitted. J I 4 equipment and electricians are ordered and scheduled. The risk of a station flood and ruined equipment and street flooding are very high. Project Cost Estimates: Design: $15,000 Construction: $135,000 Project Estimated Completion Date: June 2011 Project Cost/Description FY 2011 and Follow-On Years: FY Cost Project Description/Components 2011 $150,000 Design and Install new alarm system. Source of Funding: Sewer Reserve Operating Budget Impact: Expenses: On call emergency system. 6 staff, 17% salary on call stipend (Recurring) FY No. Positions Salary Costs Benefits Expenses Total 2010 6 $360,000 $120,000 $10,000 $480,000 Supplemental Information: It is expected that the number of false alarms will decrease. I�ROJECT: DPWA1-04(WASTE WATER) DEPARTMENT PRIORITY: 4 of 7 Project Working Title: SEWER COLLECTION SYSTEM EXPANSION Project Location: Areas of Concern (Lake Wequaquet FY 2012) Project Description: This is a multi-year project involving the design and construction of sewer collection systems for sewering of Areas of Concerns (AOC's) identified by the Wastewater Facilities Plan. Design work funded by previous appropriation has been put on hold for the Wequaquet Lake Area pending reevaluation of fiscal issues. Project Justification: The Wastewater Facilities Plan has identified'several areas where there are public health and environmental concerns that are caused by failing septic systems and/or dense population concentration in Zones of Contribution to public water supply wells. The study has also done a cost effective analysis of the least costly way to solve those problems. The Areas of Concern that are listed on the five year CIP projection are those that have been determined to be best solved by sewering and connection to the Hyannis Water Pollution Control Facility. Impact of Denial/Postponement: By not proceeding with this project, the health of the citizens of Barnstable will be put at risk and the ability to safely utilize resources will be jeopardized. Project Cost Estimates: Construction $46,890,000 Lake Wequaquet(FY 2012) Project Estimated Completion Date: June 2013 Project Cost/Description FY 2011 and Follow-On Years: FY Cost Project Description/Components 2011 $0 2012 $46,890,000 Sewering AOC CE4 (Lake Wequaquet Area) 2013 $550,000 Design of CE1 (Long Beach, Craigville Beach Roads) 2014 $5,500,000 Sewering of CE1 52 Message Page 1 of 2 McKean, Thomas From: McKean, Thomas Sent: Thursday, June 24, 2010 5:19 PM To: Health; 'Albert H. Colton' Subject: CORRECTION- : Letter to John McKean, Town of Barnstable, Public Heath Division, re: 94 Holly Point Rd, Centerville; Final Order to Comply Good Afternoon, Thank you for your e-mail. I received your telephone message earlier today but you did not leave a return phone number. I am able to grant you a short extension of time without a hearing before the Board of Health. The extension can be for no more than 30 days (which is in addition to the original 60 day deadline contained in the order letter). If you need additional extension beyond 30 days, you must request an extension from the Board of Health. This will require a hearing. The Board meets monthly, usually on the second Wednesday of each month, at 3:00 p.m. An owner's representative (i.e. the designing engineer) may be present in lieu of the actual owner(s). In the past, when public sewer was planned to be constructed in this area, the Board of Health required full engineering plans for a new onsite sewage disposal system. However, to avoid extensive costs to the homeowner, the Board granted permission to only install a septic tank with the understanding that the disposal works construction permit is valid for three years. The septic tank would act as a temporary_holding tank which must be pumped by a licensed septage hauler on a regular basis. If public sewer did not become available within the three years, the remainder of the onsite septic system components must be installed (or the applicant may request an extension on the permit). If public sewer did become available within three years, the home must be connected to public sewer at that time. In this case, the homeowner saved some money by not installing a soil absorption system, distribution box, piping, etc. In regards to bedrooms, the number of bedrooms is limited based upon the size of the parcel. An additional bedroom would not be approved unless the parcel is at least 30,000 square feet in size with a standard Title V system (without innovative/alternative (I/A) nitrogen reduction technology). If I/A technology is constructed, the parcel must be at least 20,000 square feet in size to accommodate three bedrooms. Sincerely, Thomas McKean Director of Public Health Health Agent RE: 94 Holly Point Rd., Centerville, MA, 02632 Your letter of 6/14/10, received 6/19/10 Final Order to comply with State Environmental Code, Title V Dear Mr. McKean, 7/13/2010 r Wessage Page 2 of 2 i Please find attached my letter in response to your Order. I have also sent this letter by Fax to your office. I am sending this letter by email communication since Fax transmission limits legibility. Thank you for your consideration and reply. Albert H. Colton 8811 Spring Creek Trail Longmont, CO 80503 colton76@comcast.net tel. 303-817-9019 7/13/2010 More saving. More doing;` 65 INDEPENDENCE DRIVE HYANNIS, MA 02601 (508) 778-8948 2612 00009 84716 06/11/10 12:23�PM CASHIER KATHERYNE - KAD4057 i 025417691290 DC CO ALARM -A- 17.78 NLP Savings $1.09 SALES TAX 1.11 TOTAL $18.89 XXXXXXXXXXXX8384 VISA 18.89 AUTH CODE 02161D/8092610 TA NEW LOWER PRICE (NLP)SAVINGS $1.09 I II it III III III II III IIII II IIII IIIIIIII IIIIII IIII II 2612 09 84716 06/11/2010 RETURN POLICY DEFINITIONS POLICY ID DAYS POLICY EXPIRES ON A 1 90 09/09/2010 THE HOME DEPOT RESERVES THE RIGHT TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. GUARANTEED LOW PRICES LOOK FOR HUNDREDS OF LOWER PRICES STOREWIDE ENTER FOR A CHANCE TO WIN A $5 , 000 HOME DEPOT GIFT" CARD ! Share Your Opinion With Us! Complete the brief survey about your store visit and enter for a chance to win at: www.homedepot.com/opinion 1PARTICIPE EN UNA OPORTUNIDAD DE GANAR UNA TARJETA DE REGALO DE THD DE $5 , 000t iComparta Su Opinion! 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Article Number i4 (Transfertrom service label) i7 0 0 6 1215.0 s;0 0 0 2 10 41's'{9 PS Form 3811,February 2004 Domestic Return Receipt 102595-02a!V-1540 UNITED STATES POSTAL SERVICE First-Class Mail' I Postage&Gees Paid USPS Permit No.G-10 I • Sender: Please print your name, address, andjZIP+4 injhis box ° cz - - uy c cm Town of Barnstable - - Heall-i Division _ � R 200 Main Street � I r co I ti Hyannis,MA 02601 r- I I CA rr, I I Ill All i 1 [ I ll1 1?{111llIt111J1{i3{-{1t 11{{{llIIIIllim IIIllts{{l111 I I f � � Health Master Detail Page 1 of 1 X�, i ,� _. _ ` Logged In As: TOWN\oconnelt Health Master Detail LTuesday,Jur Application Center Parcel Lookup Selection Items Parcel I Septic Perc Well Fuel Tank Parcel: 232-042 Location: 94 HOLLY POINT ROAD, CENTERVILLE Owner: COLTON, ALBERT H,TRS, ET ALS Business name: j Business phone: Rental property: i Deed restricted: [—I Number of bedrooms Contaminant released: Ir1 Fuel storage tank permit: Save Parcel Changes �� Return to Lookup Parcel Info Parcel ID: 232-042 Developer lot: LOT 63 Location:94 HOLLY POINT ROAD Primary frontage: 127 Secondary road: Secondary frontage: Village:CENTERVILLE Fire district:C-O-MM Sewer acct: Road index:0731 Asbuilt Septic Scan: 232042_1 Interactive map t Town zone of contribution:GP (Groundwater Protection Overlay District)State zone of contribution: IN Owner Info Owner: COLTON, ALBERT H, TRS, ET ALS Co-Owner:ALBERT H COLTON Streetl: 8811 SPRING CREEK TRAIL Street2: City: LONGMONT State:CO zip: 80503 C< Deed date:8/21/2006 Deed reference: D1042141 Land Info Acres: 0.46 Use: Single Fam MDL-01 zoning: RD-1 Neighborhood: Topography: Level Road: Paved Utilities: Public Water,Gas,Septic Location: Excel View,Lake/Po Construction Info Building No ear Buil Effective Area Bedrooms Bathrooms 1 1968 1292 2 Bedroom 2 Full Buildings value: $122,300.00 Extra features: $2,500.00 Land value: $783,500.00 http://issql/intranet/healthMaster/`HealthMasterDetail.aspx?ID=232042 6/10/2008 f I Cape Cod Vacation Rentals — Kinlin Grover GMAC - Property Page Page I of 4 KIN L I N GMAC Hcme Frcperl; L st --'ope-y Ov ne`a Cape =.od Links Hcmes fcr Sale GI;(AT EI; s-KIv,4a, Vacatiotl Rentals Pope fY Searcn 0fice Loowcrs Afoul _cntact eNe.•,s Property Details 9; Hl` ly €',if nt ( ,i is Fk jai v.SC<:i,7,. r:_„rts•rviVl_ w CENTERVILLE: Desirable Lake Wequaquet waterfront rental. Sit on the spacious. new. full length deck and enjoy water the activities or just simply bask in the serenity of the calm lake. This one-story home offers a great room which combines the kitchen. dining room and living room with open ceilings and several sliders to maximize the waterviews. There is also a master bedroom with king size bed including a private full bath. a large guest bedroom with one queen and one set of bunk beds and an additional full bath.. Maximum Occupancy: 5. BEDS BEDROOMS BATHS RATE, 1 King Bed(s) 6 1 Queen Bed(s) 2 2 $1800/wk 1 Bunk Bed(s) June, 2008 "J Reserve Online Now June 2008 _ July 2008 Reserving online is fast, easy, and S M T W T F S S M T W T F S secure. The calendar on the left 1 2 3 4 5 shows the days that this property is currently available as blue on white, 1 2 3 4 5 6 7 6 7 8 9 10 11 12 and days that are not available as 8 9 10 11 12 13 14 13 14 15 16 17 18 19 dray. To make a reservation for 15 16 17 18 19 20 21 20 21 22 23 24 25 26 this property now, select an available 22 23 24 25 26 27 28 27 28 29 30 31 arrival date for the first night of your 29 j 30 j I I I ? stay by clicking on the calendar on the left. PLEASE NOTE: All properties are available Saturday to Saturday with a 7 night minimum unless otherwised noted. First Night Last Night littp://www.vacationcapecoci.r:om/viewpropei-ty.aspx"PropertyID=5039 6/10/2008 Cape Cod Vacation Rentals - Kinlin Grover GMAC - Property Page Page ? ol'4 I J [Barnstable - Centerville .i (click picture to enlaryej (click picture, to enlarge) i I' (click picture to enlarge) (click picture to enlarge) 1 , I � (click picture to enlarge) (click picture to enlarge) http://w�v��'.vacatiOncapecoct.com/viewproperty.aspx"PropertyID=5039 6/10/2008 Cape Cod Vacation Rentals— Kinlin Grover GMAC - Property Page Pa(-,e 3 ol'4 F � k 46 (click picture to (click picture to enlarge) (click picture to enlarge) (click picture to enlarge) (click picture to enlarge) Business Entertainment Outdoor Convenience • Answering Machine • CD Playei • Picnic Table • Sheets&Towels • High Speed Internet • Radio • Outdoor Furniture • Linens Provided http://www.vacationcapecod.com/viewproperty.aspx'?PropertylD=503g 6/10/2008 I Cape Cod Vacation Rentals —Kinlin Grover GMAC - Property Page Page 1 of 4 I Lr LI N GMAC I Home r> Property List>) Property Owners>9 •Cape Cod» - Links Homes for Sale>a ROVER VMIC Vacation Rentals Property Search » Otfi'ce Locations» About>) Contact>) eNem m» Properties 7 Property Details TCOLT 94 Holly Point(V), Barnstable-Centerville CENTERVILLE: Desirable Lake Wequaquet waterfront rental. Sit on the spacious. new. full length deck and ww enjoy water the activities or just simply bask in the I serenity of the calm lake. This one-story home offers a great room which combines the kitchen. dining room and living room with open ceilings and several sliders to w maximize the waterviews. There is also a master �.t • bedroom. with king size bed including a private full bath. a large guest bedroom with one queen and one set of bunk beds and an additional full bath.. Maximum Occupancy: S. GUESTS BEDS BEDROOMS BATHS RATES 1 King Bed(s) 6 1 Queen Bed(s) 2 2 $1800/w 1 Bunk Bed(s) send inquiry >> Calendar JJune, 2008 _ ik� Reserve Online Now June 2008 July 2008 _ Reserving online is fast, easy, and S M T W T F S I I S M T W T F S secure. The calendar on the left 25 26 27 28 29 30 31 1129 30 1 2 3 4 5 I shows the days that this property is currently available as blue on white, 1 2 3 4 5 6 7 1 16 7 8 9 10 11 12� and days that are not available as 8 1 9 110111 12 13 14 I 113 14 15 16 17118119 gray. To make a reservation for 115 16 17118 19 20 21 120 21 22 23 24 25 26 this property now, select an available 22 23 24 25 26 27 28 1127 28 29 30 31 1 2 I arrival date for the first night of your 29 30 1 2 3 4 5 13 ���6 7 g 9 stay by clicking on the calendar on L-- ——� I� —_i� the left. PLEASE NOTE: All properties are available Saturday to Saturday with a 7 night minimum unless otherwised noted. First Night Last Night http://www.vacationcapecod.com/viewproperty.aspx?PropertyID=5039 6/10/2008 � I • J•� _ 'l Tim+..-AAA �j. 4 N ��' -�A s� X, -4µ. '�1 •L M']("ice -, � ^¢. M.R .� ` � � ��� +� tee . rCape Cod Vacation Rentals— Kinlin Grover GMAC - Property Page Page 3 of 4 dP '110- f. i F � •l r (click picture to enlarge) (click picture to enlarge) (click picture to enlarge) (click picture to enlarge) t0+ (click picture to enlarge) — Amenities Business Entertainment Outdoor Convenience Answering Machine • CD Player • Picnic Table • Sheets&Towels • High Speed Internet • Radio • Outdoor Furniture • Linens Provided http://www.vacationcapecod.com/viewproperty.aspx?PropertyID=5039 6/10/2008 r Cape Cod Vacation Rentals—Kinlin Grover GMAC - Property Page Page 4 of 4 Service • Color TV • Grill(Charcoal) • Clothes Washer • Wireless Internet Hook • Cable Channels • Outdoor Shower • Dryer Up • DVD Player (Warm) • Vacuum • Free WIFI Kitchen • Beach Chairs • Iron Board Living • Dish Washer • Deck • Clothesline • Heat • Toaster Oven • Private Dock • Close to Beach • Fireplace • Microwave • Umbrella • 2 window units • Electric Coffee Pot • Beach Toys • bedroom units • Lobster Pot • Private Assoc.Tennis • ceiling fans • Blender Courts • Private beach • Portable Fan(s) • Air Conditioned Master • beach furniture Bedroom • Pondfront • A/C in Master bedroom only • 2 air conditioner units • Wood Burning Fireplace COPYRIGHT 2004 GMAC HOME SERVICES •: LEGAL :: PRIVACY :: ASSOCIATES ONLY EQUAL HOUSING OPPORTUNITY Information Policy Site Usage Agreement © 1999-2007 Escapia, Inc. Kinlin Grover GMAC Vacation Rentals is powered by Escapia Vacation Rental Software ClearStay Vacation Rentals ih Barnstable Vacation Rentals I Centerville Vacation Rentals I Cotuit Vacation Rentals I Cummaquid Vacation Rentals Hyannis Vacation Rentals I Hyannisport Vacation Rentals I Marstons Mills Vacation Rentals I Osterville Vacation Rentals i Cataumet Vacation Rentals I Grey Gables Monument Beach Vacation Rentals i Pocasset Vacation Rentals i Brewster Vacation Rentals Ocean Edge Resort Vacation Rentals I Chatham Vacation Rentals I Dennis Vacation Rentals I Eastham Vacation Rentals Falmouth Vacation Rentals I E. Falmouth Vacation Rentals Falmouth Hts Vacation Rentals I N. Falmouth Vacation Rentals Teaticket Vacation Rentals I W. Falmouth Vacation Rentals I Woods Hole Vacation Rentals I Harwich Vacation Rentals I The Belmont Vacation Rentals I Mashpee Vacation Rentals I New Seabury Vacation Rentals I Popponesset Vacation Rentals I S. Mashpee Vacation Rentals I Orleans Vacation Rentals I Provincetown Vacation Rentals I Sandwich Vacation Rentals I Welifleet Vacation Rentals I Yarmouth Vacation Rentals I Truro Vacation Rentals Disclaimer: All information deemed reliable but not guaranteed. All properties are subject to prior sale or rental,change or withdrawal. Listing broker(s)and information provider(s)shall not be responsible for any typographical errors, misinformation,or misprints and shall be held totally harmless. http://www.vacationcapecod.com/viewproperty.aspx?PropertyID=5039 6/10/2008 r Town of Barnstable �oFZHeTO� Regulatory. Services yP ti� Thomas F. Geiler, Director Public Health Division « BAMSTABLE, 9 MASS. Thomas McKean, Director $Ar 1639. 16, Main Street ED NAA'� Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 10, 2008 Albert Colton 8811 Spring Creek Longmont, CO 80503 As of October 1, 2006 a new rental registration ordinance was put into affect requiring all property owners of rental units to register their rental units with the Town of Barnstable Health Division. According to our records, you own the rental property at 94 Holly Point, Cenertville. Enclosed is an application. Please use a separate application for each rental unit you own. Should you need more applications, they are available online at www.town.bar-nstable.m.a.us. Go to the Health Division page by looking in the Department Menu. There is a link to the Rental Registration information on the Health Division page. You may print out as many as you need, and return them to the Health Division with the appropriate 2008 fees included. Failure to comply with this ordinance will result in the issuance of a non-criminal ticket citation in the amount of$100. Each day of non-compliance is considered a separate offense. Should you have any questions, please feel free to call 508-862-4644. Thank you in advance for your coop e ation. Timothy B. O'Connell Health Inspector Health Division Direct#508-862-4646 tel.(508)$62-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering inc structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. July 22, 2010 Timothy H.Covell,P L.S. land court Andrew R.Garulay,R.L.A. surveys Thomas McKean, RS, CHO site planning Barnstable Board of Health 200 Main Street , Hyannis, MA 02601 sewage system designs re:�94 Holly Point Road, Centerville• r inspections Dear Tom. \ We have been asked by our client, Albert Colton,to represent him at the upcoming permits Board-,of Health meeting scheduled for August l Od', in response to an"order to comply with State Environmental Code, Title 5" issued previously, As he resides in landscape Colorado, he will be unable to attend. architecture Mr. Colton contracted with us in the beginning of July to upgrade the existing septic system. We have now completed the plan, and offer it for your(and the Board's) review. We are requesting an in-house variance for the less than 100' setback requirement for septic components (septic tank and pump chamber) due to site constrictions. We are able to maintain a 100' setback to the new leaching facility. We are in the process of filing with the Conservation Commission for the proposed incursions into their jurisdictional setback. We anticipate approvals by the end of August or beginning of September. Once approvals have been obtained from the Health Department, we will forward the plan to installers for quotes (we are assuming that approval will be forthcoming from the Conservation Commission.) Any questions, please don't hesitate to call me. Very truly yours, C9WSDaniel A. Ojala, PE, Down Cape Engineering, Inc. cc: Albert Colton > ' Thomas McKean, R.S., CHO June 24, 2010 Agent of the Board of Health Town of Barnstable Regulatory Services Department, Public Health Division 200 Main St., Hyannis, MA 02601 RE: Final Order to Comply with State Environmental Code,Title V 94 Holly Point Rd, Centerville, MA,02632 Received June 19, 2010 Transmitted by Fax: 508-790-6304; and email: health@town.barnstable.ma.us Dear Mr. McKean, I am writing in representation of four siblings who are co-owners of 94 Holly Point Rd in Centerville. Our family has owned this and the adjacent 108 Holly Point Rd. properties through multiple generations from the 1960s. We have a long and close relationship with the Lake Wequaquet area. As grandparents and parents have passed away, 94 Holly Point was transferred into our hands. Over the years all four siblings have had to move away from the area,the two nearest living in Colorado, one in San Francisco and one in Switzerland. We all try to come to the Cape every summer for short stays. We pay taxes and expenses on the property by renting the property during the summer months. It is used approximately 9 weeks of the year and winterized for the remainder. A Title V inspection in 2008 showed cracks in the transmission lines to the leach field. Your office asked us to replace or repair the system. We started initial engineering work, had a potential buyer who did further engineering work but wanted a 3 bedroom system.That sale fell through after months of engineering planning. Then the Lake Wequaquet sewer project with its mandatory tie in came up. We did not want to be in a position of putting$25,000-$35,000 into a septic system only to have to abandon it when the sewer came through. The sewer system was voted down but rescheduled in the Town's capital improvement plans for installation in 2012 with completion in 2013, leaving us in the same dilemma. We were forced to sell the 108 Holly Point property last fall and had to pay for replacement of that septic system, a significant financial outlay. In that market economy, we made no profit on the property.Two of our siblings were out of work for over a year with a pending adoption and marriage in the mix. This family and financial milieu has brought us to today and your Final Order to Comply. Please understand we are not scofflaws. We love the Lake and the region. We do not put fertilizer on our lawn in order to minimize nitrogen. We are living] rfinancial realities so are trying to make the best decisions we can. I have restarted the engineering process for a septic system. I am advised that we will likely have to abandon the prior system because codes have changed and current leach field requirements are much larger then when our system was built. We are in a groundwater protection zone with only a small corner of the yard outside of this zone. We will likely have to install a pump to move fluids from the house to this area. Our current home and system is 2 bedrooms. The home is near the end of its marketable life and will likely be replaced by any buyer. A 2 bedroom restriction markedly restricts the true value of the property. Although we want to hold onto the property with all of its family memories, because we all now live so far away,we will likely be forced to eventually sell the property. We don't want a mansion on the property but would like to have a 3 bedroom unit. n� The septic needs to be replaced or connected to sewer. If deferral is possible until the sewer comes through,this is our preferred solution. We only want to spend this money once. If there is no possible allowance for the sewer line,then we must proceed with replacement. We can replace the current system with either a 2 BR or 31311 septic. The latter would require extensive permitting process time. Even the 2 BR septic will require permitting time from the Conservation district for surveying, inspections, and permitting for the extended lines from the house to the corner of the yard that is not in protected watershed. The engineering companies I have contacted cannot even start to work on our project for several weeks. In order to decide what size system to apply for, we need to know what the deed restrictions will be for a 2BR or 3BR system. Most importantly, if we do build a septic system that then places deed restrictions on the property,will these deed restrictions be able to be released when the sewer comes through. A subset of this question is if we build a 21311 system and a deed restriction is placed and the sewer is never built, can we or a new buyer come back in the future and apply with expectation of approval to replace the 2BR system with a 3BR low nitrogen system when a replacement 3BR home is designed. I sincerely appreciate your time in reviewing this scenario. With answers to my questions we can proceed. Realistically, it will be impossible to complete installation of any new system within the two month deadline you have given us. I hope you have room to work with us. An important issue for us is that we have summer renters contracted through Labor Day. We have contractual obligations to them. I believe I can work with the renters in allowing survey workers and preliminary work on site, but I cannot turn off their water or septic and would ask that I be allowed to do the major installation work in the early fall. I await your reply but reserve the right to request a hearing. I hope that we can agree on any decisions through communications and avoid the hearing process which would be geographically very difficult for us. Sincerely Yours, Albert H. Colton ` Additionally for Andrew Massik, Peter Massik,Jody Stahelin 8811 Spring Creek Trail Longmont, CO 80503 colton76@comcast.net tel.303-817-9019 FI KKE r Town of Barnstable Barn Regulatory Services Department j idca j • BARNS—BLE. MASS.i639• Public Health Division �� Ma+A. 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO 06/14/10 Albert H. Colton Trust c/o Andrew Massik 8811 Spring Creek Trail Longmont,CO 80503 FINAL ORDER ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at, 94 Holly Point Road, Centerville, MA was last inspected on April 7, 2008,by Brad J. White a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: "Two leach lines were crushed or partially separated within 10' of the box, and the other two had very heavy root infiltration.All lines were very brittle." The deadline for repair has passed. We, The Department of the Board of Health, have not been informed that you have taken any steps to bring your failed system into compliance. Therefore, you are ordered to repair or replace the septic system within 60 days from the date you receive this notification. You may request a hearing before the Board of Health, a written petition requesting a hearing on the matter, within seven(7) days after,the day this order was received. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health 05/05/2009 15:20 2036620842 R SANFORD PAGE 01 bl ?0 WOW UPI hA '17r� smub�y,A�ssssr�tsrrt,for Sates + Sposal ,.alwe.rw:qy 1�vt+y ,err- Wl sA►. CsUILTefew ItlFAR AgLi • 0laMnrlus �ww"rfeq� � IUib �b! - ��11/�� Ohs 1-��4• 7 O Me �etwdrrlrl�*�4'� � a�,�.wfwr�(a.mebr,M�ar �ewsf.v . > � M 7 1 '��w�e�� -�"�1'H„ '°'gym�� •u'�^'—�'.—� . p 3,UK RM WAS060, w.4M TABLE D�iari u�rt�eiwl•�..- - �106 Hurl~ Le L 16. _e peul� p�bdltia mler��1 �2i x,wm.�wr •r�r.�awCrso�- WOO p1rlrMs "r-�i wit aot14 de+ to t ,ar�rw Lou ff""Ma¢ 05/05/2009 15:20 2036620842 R SANFORD PAGE 02 L . wwon so wow � d + e. - S� C 7/ DIgATI0N8=LOG Boh _ rw+�■onlot 2. 7 DRIP 08MVATION HOLI&IOC I3oM ypon, ld�e°i°' arl WO" DIOZP 0 ►ATIQN DOLE LOf3 8a�e# wow iaaM moonMn I �prellq�aooi00rrRr !b X Yn,w� �Mlap�fY111MJ �_ Y�� . MIOb 1007wodiI WIL MWW des Li W ow CWH I ftwahw d" r�r peap4�d�r ffis� t �. I a�tl Mc conw I Un+pMr�d tbs roU erg +0'p'°'"'d W'die wIm �Peobmtloo and tlW � o�Go mm*mr ?. ra rw o�►� me romdrad a■�a+tlK 05/05/2009 15:20 2036620842 R SANFORD PAGE 03 to > 1 1 11 fa\ 1 .1 } ! p- :77 ed �e fi Q� ��gi+�+RwY 8Z•Mp�00t ' Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �. 94 Hollypoint Road Albu� Property Address 9,%1\ ��'�n� (,Cee�, TlP-A �Andrew Massik Ug%1 f►oc, co %o'So3 l.J Owner Owner's Name information is Centerville MA 02632 04/07/08 required for every page. Citylrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key to move your Brad J. White cursor-do not Name of Inspector use the return key. Bluewater Septic Company Name 350 Main Street Company Address West Yarmouth MA 02673 Cityrrown State Zip Code (508)775-2800 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection Was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ® Fails ATT-AQ-}ep W, ❑ Needs Further Evaluation by the Local Approving Authority 04/07/08 Inspector's Sig a re Date The system Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ""This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Massik94hollypointcentervilei5.doc•03/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 1 of 15 bluewater DEPOSIT FOR 04/10/08 0411089 296.00 CC/OVER VISA CG BARBARA STETSON 04100810 323.00 CC/OVER VISA CG DONALD PERRY 04080832 123.45 CC/ROA VISA CG ED & JANE FAY 8 GORHAM RD HARWP 0409089 198.00 CC/ROA MC CG JIM HILLIARD 940.45 04/10/08 DEPOSIT CASH: 0.00 TOTAL COUPONS: 0.00 FINANCE CHGS: 0.00 CHECKS: 0.00 TOTAL DISCOUNTS: 0.00 CHG CARDS: 940.45 TOTAL WRITEOFFS: 0.00 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ obstruction is removed Massik94hollypointcentervilet5.doc•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. city/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has.a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and.SAS and the SAS is within 50 feet of a private water supply well. Massik94hollypointcentervilet5.doc^03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments w 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Massik94hollypointcentervilet5.doc-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owners Name information is required for Centerville MA 02632 04/07/08 every page.. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is-within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered"yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Massik94hollypointcentervilet5.doc•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of'Massachusetts_ W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik' Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑. Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] Massik94hollypointcentervilet5.doc•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 . every page. Cityfrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: 0 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage 67.12 gpd 9 ( y 9 (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: Seasonal Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): Massik94hollypointcentervilet5.doc-03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Ids Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 . every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: Pumped by Bluewater approx 11 months ago Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ . Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: System was installed in 1972 per owner age of house. Were sewage odors detected when arriving at the site? ❑ Yes ® No Massik94hollypointcentervilet5.doc•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑ cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): —�+ Inlet cover is under asphalt driveway, Not accessible. Septic Tank(locate on site plan): Depth below grade: 1'-5"feet Material of construction: M concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No ---------------------------------------------------------------------------------------------------------------------- Dimensions: 8' x 5' x4'-10" (1,000 gallons) Sludge depth: 2 1/2" Distance from top of sludge to bottom of outlet tee or baffle 30" Scum thickness 1" (Outlet) Distance from top of scum to top of outlet tee or baffle 10 1/2" Distance from bottom of scum to bottom of outlet tee or baffle 16" How were dimensions determined? Measured Massik94hollypointcenteNilet5.doc•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 15 Commonwealth of Massachusetts W Title 5 .Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Outlet baffle is structurally sound. Liquid level is normal. No evidence of leakage in or out of tank. Inlet cover on septic tank is under asphalt driveway. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date 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): Massik94hollypointcentervilet5.doc•03108 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts W Title 5 Official. Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) 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 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.): Distribution box is 24"below grade. Box is corroded with heavy root infiltration. No evidence of solids carryover. Box is leaking. Box needs to be replaced. 4 outlets leaving box made of orangeburg pipe. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Massik94hollypointcentervilet5.doc-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page.11 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owners Name information is Centerville MA 02632 04/07/08 required for every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 1 @ 16'x 20'Approx ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Soil is dry. No ponding. System consists of 4 leachlines made of orangeburg pipes. Used video camera to see down lines, all lines appear to have heavy root infiltration, and are either partailly collapsed or very brittle. However leaching field is not structurally sound. Massikg4hollypointcentervilet5.doc•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts u - Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form- Not for Voluntary Assessments ,•'" 94 Hollypoint Road Property Address Andrew Massik Owrier Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer . Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No 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.): Massik94hollypointcentervilet5.doc•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 f ` Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. n©Nc> itgy 13p 41 - 29t >2; 35 -14q A r-"� B I0Lrr utinea, A SP1440 t�Qluu W all A vtica` 3`- 3 � RA NEAV4 eoc,TO I' i P AeeA A A I + , L Q t V i Lr W 14OLLIf Pot•N►T QoAD Massik94hollypointcentervilet5.doc•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 94 Hollypoint Road Property Address Andrew Massik Owner Owner's Name information is required for Centerville MA 02632 04/07/08 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 10'+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 hole within 150 feet of SAS ( 9 ) ❑ 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: There is a pond in the rear of the property which is sloped down from the system. Used a tranist to shoot elevations to determine water table. No indication of groundwater @ 10', Bottom of s.a.s. is at no more than 44" below grade. NA-Zi ON IJ-X-F "PA.Ce Massik94hollypointcentervilet5.doc-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 15 Ii J4 2y" 1*20 Q�'NI 4(w'i- s T PO i N G Sara . .&2(yCWD(gaTVft AUP C l.� i�-t y3" Ao�as�nn�cur ffiA y1-7 I 1 � t M _claw wageim:%epir- Canco/David J.Burnie/Cape Rooter 350 Main Street—Route 28 West Yarmouth, MA 02673 TEL: 1-800-593-6449 FAX: (508)778-9628 "One Call Solves It All" For All Your Drain, Sewer, Grease&Septic Needs 4/7/08 To whom it may concern, I am writing this letter in addition to the Title V Inspection for 94 Holly Point Road in Centerville, MA. I performed a Title V Inspection on this property on�the above date:Upon inspection a few conditions were noted. 1)The inlet cover of the septic tank was not accessible as it was under the paved asphalt driveway. 2) The distribution box was corroded and had heavy root infiltration. 3)This is the most important factor on the system; we used a video camera to check the 4 leach lines on the property. These pipes were 4" Orangeburg pipes. Two of the lines were crushed or partially separated within 10' of the box, and the other two had very heavy root infiltration. All leach lines were very brittle. This third reason is the sole reason for the system to be classified as in FAILURE. The system although leaching, is not working,nor will it work the way it was designed with these issues.The system must be upgraded to conform with current regulations. Should you have any questions about this property please feel free to contact me @ anytime. Brad Whi Fie upervisor Bluewater Septic (508)775-2800 TOWN OF BARNSTABLE LOCATIONqLf t SEWAGE # VJ,,LAGE _T �P ASSESSOR'S MAP & LOTo���i INSTALLER'S NAME&PHONE NO. A 4 R ( .Aril.. Z7,5' SEPTIC TANK CAPACITY 6-1 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER rS 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 leaching facility) Feet Furnished by o I�' oFt � Town of Barnstable Barnstable Regulatory Services Department *AmedcaCly wmNsrABm 1 1 b ,�� Public Health Division m 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO April 16, 2008 Albert H. Colton Trust c/o Andrew Massik 8811 Spring Creek Trail Longmont, CO 80503 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 94 Holly Point Road, Centerville MA was last inspected on April 7, 2008,by Brad J. White, a certified septic inspector for the.State of Massachusetts. The inspection of the septic system showed that the system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Two leach lines were crushed or partially separated within 10' of the box, and the other two had very heavy root infiltration. All lines were very brittle. You are ordered to repair or replace the septic system within One (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. ER O THE BOARD OF HEALTH ehomasMcKean, R.S., CHO -Agent of the Board of Health CERTIFIED MAIL# 7006 2150 0002 1042 0217 Q:\SEPTIC\Letters Septic Inspection Failures\94 Holly Point Road.doc 94 Holly Pint® Centerville, MA Floor Plan --------------- -- Deck 1 r!9ing O- ar a it Lj+irgReum g Fower I30 i � 9 ` ..I 0 9ed t: .,..a OOP? _ - ... .�.. 00iT3 I; P 1 n Bath Ik -;a 5 iS x ; L' X 3G x Nm Tct:al ;i 240; Page 1 of 1 Ocwrlo 5EW44E PERMIT W VILLAGE — 'i1J�5�TLILLER•5 U& DD Sg — —— — BUILDERS U h' AE DD.RE55 DATE PERMIT 455UED i D 4TE COMPLI&MCE ISSUED: FRDOOR e i i https://itsgldb.town.bamstable.ma.us:8431/Home/ShowAsbuilt?mp=232042&sq=1 7/14/2020 r Search: 0111 Ise � a�fair 1 �a9r�r Water Systems,SSE,Residential Centrifugal-293 Wright St.Delavan,WI 53115•Ph:888-987-8677•Fax:800-426-9446 Canada-269 Trillium Drive Kitchener,Ontario,Canada N2G 4W5•Phone:519-748-5470•Fax:519-748-2553 ,.i, ,erg: ., „e.O4'....::........t+X1,#�Yis ,...„l,;.S. ✓ �aiiir. 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S40HT S50HT Series Product Capabilites SP25 Series Capacities: 95 GPM 360 LPM Shut-Off Head: 19 ft. 5.8 m SP75 Series Solids Handling: 2 in. 50.8 mm SSM331 Series Liquids Handling: septic effluent and sewage SX50 Series Intermittent Liquid Temp.: up to 140°F up to 60oC PSBI822 Motor Electrical Data: 4/10 HP,PSC, 115V,12A,10,60Hz, MC1033/MC1050 Series Acceptable pH Range: 5-9 F , Discharge,NPT: 2 in. 50.8 mm Housing: heavy cast iron MBSP Series Volute Case castiron MBSP-Plus Series Impeller recessed,thermoplastic Power Cord 10 ft.(20 ft.optional) 2NFL and J-BE Series Shaft Seal: type 11A,carbon&ceramic DE Series MD Series ME Series Product Performance Chart ME3 Series ME40 P50 and P100 Series ME45 Series NEW 9�i91i9 � � i'CMV5 CAPACITY LITERS PER MINUTE DSW Series 40 80 120 160 20D 240 280 320 360 MW Series 24 MW50 SRM4 fb 5 — ca1 WHIR Series y rs 16 S WHR5H-WHR20H Series Lu . � Lu CMV1830 All CMV-BP $ I— 2 t2 SRM-BP N MW-BP 1 MRJ SR1830 0 10 0 30 40 50 C-0 70 80 90 CAPACITY GALLONS PER TAINUTE MRG20 MRG20 Grinder Pump Systems MRGD200& MRGD200-Retrofit MRGD300/MRGD500/ MRGD750 Series Turnkey Simplex Basin Package 3MW Series 3WHV Series PRO-Source-K-Series PRO-SourceTI PLUS KS- Series PRO-SourceT"PLUS KSS- Series Submersible Motor Controls PRO-Source TM Steel Pressure Tanks PRO-Source-Epoxy-Lined EPP Series Pro-Source TPA Pumper Control Panels,Float Controls, Alarms,Check Valves&More Electric Controls Lift-out Rail System f Town of Barnstable Of 1HE 1p� Regulatory Services BAR,,S,AB Thomas F. Geiler,Director 1639.ArEo MA'S p Public Health.Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-8624644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts,.Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition, by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the"Disposal Work Construction Permit". If you should have any questions regarding this report, please contact the certified Septic System Inspector who conducted the inspection. i ...__..._.._-...._-.. ALL SYSTE LL SYSTEM PROFILE MARKED WITHC MAGNETIC TTAPEAOR BE NOTES LEGEND (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS WEQUAQUET LAKE DATUM SYSTEM SYSTEM DESIGN. PROVIDE MIN. 20" DIAM. WATERTIGHT 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99.7 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ TOP FO D. EL. 43.4' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER .FOOT. 42.9' MINIMUM .75' OF COVER OVER PRECAST_ 2% SLOPE REQUIRED OVER SYSTEM 99 PROPOSED CONTOUR DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD PROP. TEE 4. DESIGN LOADING FOR 500 GAL. PRECAST UNITS TO BE [98.4 PROPOSED SPOT EL. *** PROVIDE RISER (PRECASTnPjD BLOCKS KSTORISERS AASHO H-?Q; ST AND PC TO BE H-10. ] USE A 220 GPD DESIGN FLOW 4"OSCH40 PVC 5. PIPE JOINTS TO BE MADE WATERTIGHT. a� 2 0 39 9 t MORTAR ALL TH1 4"SCH4D PVC �,� PIPES LEVEL 1ST 2' COMPONENTS H-20 ocus TEST HOLE SEPTIC TANK: 220 GPD (2) = 440 / (TYP•) p' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 14" o: 43.0' 310 CMR 15.000 (TITLE 5.) 10" TEE o 0 0 0 ° PROP. CLEAN .OUT USE EXISTING SEPTIC TANK** 38.50' 1500 GAL H-10 ' ° ° o 0 0 0 > ° ° o o o oo°o o' o 0 0 0 C.O. TEE SEPTIC TANK 38.25 �� aaoa O oo�o oo°oho �0��_O �m�0 >o°o°o°°0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 0 0 0 OOo 'o°o°o°o° O O O O O O O O O °p°o°o O O O O O O D O = O = ,0000°o°o 0 0 0 0 0 0 o c o 0 0 ° a��oaa0000a o0 0 o a000aooaao� >°°000°°° BE USED FOR LOT LINE STAKING OR ANY OTHER N'equQquet 4' LIQ. LEVEL o 0 0 0 0 0 0 000000°0 0 0 0 0 0 0 Q o 0 0 0 0 0 o c O o0 0 0 0 O o 0 0 0 0 0 0 ACME OR EQUAL o 0 0 0 0 o a °o°o°000 0 0 0 0 = � � � o 0 0 0 0 0 o O o 0 0 0 0 0 ° ° ° ° ®aaaaa����� oo ° ° ����000�000 0 0 ° ° PURPOSE. Lake UTILITY POLE LEACHING: o o o.o 0 o a N 100000000°000°o°o �2 E 0 0000� o00000 ®®®�DO�OO�� ;00000000 PERIMETER' 2(81 LF) (0.74) = 119 GPD 42.25 42.08 ° °°° ° ° . oo°o°o , 40.0 „ FIRE HYDRANT ••`' " � • " ` - •' .• 6" MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. `o BOTTOM AREA: 287 SF (.74) = 212 GPD00000000000000000000000o 0 0 0 0 0 0 0 0 0 0 c 12 MIN INT. DIM. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING L H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED C TUF-TITE EF-4 0000Ono 000000 (3) UNITS REQUIRED WITHOUT INSPECTION BY BOARD OF HEALTH AND a n n n n n n n n n n � EFFLUENT FILTER "- _ " TOTAL: 447 S.F. 331 GPD (OR EQUAL) 3/4 1 1/2 DOUBLE WASHED STONE SEE DETAIL PERMISSION OBTAINED FROM BOARD OF HEALTH. W/MOLDED IN GAS USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DEFLECTOR 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING IN DOUBLE-WASHED STONE IN CONFIGURATION SHOWN (SEE DETAIL) 6" CRUSHED STONE OR MECHANICAL 5.2' 6' DIGSAFE (1-888-344-7233) AND VERIFYING THE COMPACTION. (15.221 [2]) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LOCUS M w ^ ***2 BR DEED RESTRICTION REQUIRED ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE WIN WEQ. LAKE ELEV. 34.8' (PER TOWN) REMOVED 5' BENEATH AND AROUND THE PROPOSED NOT TO SCALE LEACHING FACILITY. FOUNDATION- 48' ST 2' PUMP 27' D' BOX 10' LEACHING 34.0' BOTTOM TH-1 12 EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND ASSESSORS MAP 232 PARCEL 42 MA CHAMBER FACILITY REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. *THE INSTALLER SHALL VERIFY THE APPROVED DATE BOARD OF HEALTH J 13. EXISTING SEPTIC SYSTEM SHOWN PER AS-BUILT PLAN BUOYANCY CALCS: LOCATIONS OF ALL UTILITIES AND ALL SHOWN IN DEP INSPECTION REPORT D. 4/7/08 1000 GAL. H-10 ST WEIGHS 8240 LBS BUILDING SEWER OUTLETS AND 1.1' x 8.5 x 4.8' x 62.4 = 2800 LBS UP OK ELEVATIONS PRIOR TO INSTALLING ANY 14. INSTALLER TO DETERMINE ADEQUACY OF ELECTRICAL ( ) PORTION OF SEPTIC SYSTEM SYSTEM FOR PUMP INSTALLATION 1500 GAL. H-10 ST WEIGHS 11,480 LBS PROVIDE GRAVITY FLOW FROM DWELLING TO PROPOSED 15. WETLAND FLAGGED BY HAMLYN CONSULTING 0.8' x 10.5' x 5.7' x 62.4 = 2987 LBS UP (OK) 1500 GAL. SEPTIC TANK AT MIN. 27. PITCH SITE IS LOCATED WITHIN A GROUNDWATER ALARM AND CONTROL PANEL PROVIDE MIN. 20" WATERTIGHT COVER TO BE INSTALLED INSIDE / To GRADE PROTECTION DISTRICT & ESTUARINE PROTECTION BUILDING. ALARM TO BE ON f DISTRICT SEPARATE CIRCUIT FROM PUMP INV. !N 38.20' 1000 GAL. H-10 S 2" PRESSURE LINE TEST HOLE LOGS 44.81 ALARM ON 700 GAL.+ SLOPE TO IN BACK TO PC FLOAT SWITCH RESERVE 0.25" WEEP HOLE x 44.96N 44.57 SETTINGS: PUMP ON „ CHECK VALVE ENGINEER: DARREN MEYER, IRS FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE 4" WORKING RANGE 8 � MYERs SRM 4 WITNESS: DONNA MIORANDI, RS BY THE BOARD OF HEALTH AGENT OR IMMEDIATELY GRANTED 4" 6 3 08 BY HEALTH INSPECTOR SUBMERSIBLE 4/10 HP PUMP DATE: / / PUMP OFF 8" SYSTEM (OR EQUAL) 4 - x 42.08 PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED 33.T o00 �0000 PERC. RATE _ < 2 MIN INCH o�o� o000 0 0 DODO BY THE BOARD OF HEALTH REVISED DURING A PUBLIC 32 PUMP CHAMBER CLASS i SOILS P# 12260 HEARING HELD ON AUG. 4, 2009 x 40. 8 44. 31/ � � F`o (NOT TO SCALE) CHAMBER LOT 63 / / lrJ} WATERPROOF/WATERTIGHT 4) FAILED SYSTEMS ONLY: SEPTIC TANK OR PUMP C ELEV. ELEV. THAN 100 FEET BUT MORE #5 38.42 0 46 ACR 4 `v° \o� '� PROPOSED TO BE LOCATED LESS � I 0" � 44.0' 0" � 44.5' THAN 75 FEET AWAY FROM WETLANDS OR A WATER COURSE. 3 I x 37.46 x 39.06 AVED / < f= } � A A o �;� 44 S/ UNSUIT. �SL UNSUIT. x 35.5 x�50I i. . r r, A BENCHMARK: GAS GATE vi; R 3/2 10YR 3/2 x VIED 4 4 ELEV. = 45.5' 9" PA i • 0 0, WALE 1.6 G �41.22 ,i `{ \ B B 40.98,/ / I �'3 W O #3 4 �S G W 1 _7 /LS UNSUIT. /LS UNSUIT. \ �0 41. G w �� �N r \ Q 4390 1OYR 6/6 1OYR 6/6 T� .14 41 x 4 3 \\ � . x 453� -� 5. 44. � 30 30 11 X GAS 1 jN26 / / x 4 8 f0� } 4.60 / x 3 ME R 40 \ �, 05.06 /41.46 / 5 7 43.39 jI41.4 / r, �SL UNSUIT. I / UNSUIT. #2 I x 7 / I 'oo '/ ��\ x 4 . 1 4 . 6 ` �' r{ 1 OYR 5/8 1 OYR 5/8 /• x EXISTING �• 4 _, ��f 1��EXIST SAS±, \� 45.31 /45.5 4474 48 40.0' 49 40.4' o. DWELLING TH 2 / ,� �. 44.521 x #1 •2 I 44.36 TOP FNDN. C.O. / 7 ���� � x ELEV. = 43.4' � k W\RES -�'"4 C2 C2 0 39.01 (42.1 �2.45 0\ 4 .9 44 69 5' REMOVAL OF UNSUITABLE SOIL REQUIRED PERC 35.01 \ PAVED x� ' AROUND PORTION OF PERIMETER OF LEACHING `FLOOR 2 5 x �V DRIVE 44.48 FACILITY (HATCHED AREA), DOWN TO SUITABLE M CS M CS DECK / 1 42 52 SOIL LAYER. REPLACE WITH CLEAN MED. SAND, / / 42 3 43 8 TO MEET SPECIFICATIONS OF 310 CMR BEARSE 34.91 �`° x x� 15.255(3) 2.5Y 7/4 2.5Y 7/4 POND VX PA �4 .96 " 44.46 120" 34.0' 123" 34.25' 3 40, 041. 4 .7 6 3.09 O 0 OAK 35.1 ONC. C.O. O O �� o NO GROUNDWATER ENCOUNTERED 'I 5.09 4 4.73 x 38.33 SLAB x 4 5 ¢ i.42 x 4 .71 4.68 N RHOD( x 7 x 9 44.52 4 W / x 47. I t" l �� PROP. 00 3 5 x 4 4 I k� x 45.33 G C w x 46.49 44.18 ! w x 3 . -8j9 0 �� ��' 218 PAL. ST500 TITLE b SITE PLAN x 3 .44 k0 m 45:34 x 46.57 0 0. z4 �0 4.7 x 39.47 x 43.26 O F v x 47 `�- PROP. VENT WITH CHARCOAL FILTER .29 8 p x x 0.84 EXISTING 44.31 AND BUGSCREEN (FINAL PLACEMENT BY x x 34 84 DWELLING CONCTOR )WITH HOMEOWNER 94 HOLLY POINT ROAD 22.8 _ LEACHING FACILITY DIMENSIONS CENTERVILLE 1" = 20' PREPARED FOR ALBERT COLTON NOTE: SEPTIC TANK AND PUMP CHAMBER ARE NOT DESIGNED FOR VEHICLE LOADING JULY 21 , 2010 �oFMa1`m q Scale: 1' = 20 i`o DANIELA. OJALA ._ �� p�� Ik.L 10 20 30 40 50 FEET v CIVIL v'` " 0 i ', + Q 0980 off 508-362-4541 n-,9 �i q fax 508-362-9880 4y qcy , downca e.com a" DAMERLA. �,,. o bAlli'E �s ° P OJALA CIVIL OJALA <; '- down Cope eng/neef/ng, inc. No,465Q2 No.40980 civil engineers X�'� G! j, , " ?q FS oe land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 08--06 / 08-067 SYSTEM STEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND MARKED WITH MAGNETIC TAPE OR SYSTEM DESIGN. COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS WEQUAQUET LAKE DATUM SYSTEM 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99• EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ IT OP FOUND. . 43.4 FILTER FABRIC OVER STONE 2% SLOPE REQUIRED OVER SYSTEM 46.0 3. MINIMUM PIPE PITCH TO BE 1/8" PER .FOOT. MINIMUM .75' OF COVER OVER PRECAST 99 PROPOSED CONTOUR DESIGN FLOW: 2 BEDROOMS 0110 GPD 220 GPD 4. DESIGN LOADING FOR 500 GAL. PRECAST UNITS TO BE �� = PRECAST H-10 PROP. TEE [98.41 PROPOSED SPOT EL. USE A 220 GPD DESIGN FLOW*** ' PROVIDE RISERS (TYP.) BLOCKS OR AASHO H-ZQ; ST AND PC TO BE H-10. 4"scHao PVC sm 39.9'f 4"OSCH40 PVC MORTAR ALL PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH 1 9=1 �,� PIPES LEVEL 1 ST 2' COMPONENTS H-20 SUS 220 GPD (2) 440 « (NP,) 0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TEST HOLE SEPTIC TANK • ;�. 14" 43.0, 310 CMR 15.000 (TITLE 5.) " V USE EXISTING SEPTIC TANK** t0 1500 GAL H-10 TEE '°' NOT > o 0 0 0 ^ qnl"`� o$oo °QoOOPROP. CLEAN .OUT U 38.50 TEE SEPTIC TANK 38.25' J� M01m 0 ^ HOEo °oho ��I]0 O --E10�0 °o°o°o° 7 THIS PLAN IS FOR PROPOSED WORK ONLY AND TO C.O. u ° u o o ° o 0 0 4' UQ. LEVEL Q ° ° ° ° ° ° >°°°°°°°° oao�aa000a °°°°°° oaaooa000mo >°°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER N'equaquet O 000000000000 °C o 0 0 0 00 0 0 0 0 0 0�� UTILITY POLE LEACHING: ACME OR EQUAL Q ° ° ° ° ° ° ° o 'O°O°O°O° o 0 0 o o o o oo°°°° o 0 0 0 0 0 0 0 ;o°o°o°o 7wee> o 0 0 ° 0��������� ° ° ��0�000�0�® o ° o ° PURPOSE. Ld�l6O 0000000°0000 ,,C N pop°p°°o° I�al�l�al�l�l�al� �°�°� al�al�l���l�l�al� ,0°0°0°00FIRE HYDRANT PERIMETER: 2(81 LF) (0.74) = 119 GPD ' °°°°°°°° °°°°°° °°°°°°°° 'Q 42.25 L42.08 °o°O°O° °°°°o °o°o°o° 40.0 ' ° ^°°°° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. yy0 .. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM AREA: 287 SF (.74) = 212 GPD o o O •O o o• 0 0 0 0 0 N 6" MIN. SUMP L 0 00000 000000000000000 12" MIN INT. DIM. � 0 0 c TUF-TIME EF-4 H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED � O0O^O,O�O.'O OHO"O"O"O"O� TOTAL: 447 S.F. 331 GPD (OR EQUAL) 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED WITHOUT INSPECTION BY BOARD OF HEALTH AND o (O MOLDED IN GAS SEE DETAIL PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) DEFLECTOR - E IN CONFIGURATION SHOWN SEE DETAIL) 6" CRUSHED STONE OR MECHANICAL 5 2' 6' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE IN DOUBLE WASHED STONE ( COMPACTION. (15.221 [21) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LOCO^ MAP ***2 BR DEED RESTRICTION REQUIRED ( 2 % SLOPE) ( 1 % SLOPE) ( 1 �y 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE �"' R WEQ. LAKE ELEV. 34.8% SLOPE) ' (PER TOWN) REMOVED 5 BENEATH AND AROUND THE PROPOSED NOT TO SCALE LEACHING FACILITY. , PUMP � LEACHING 34.0' BOTTOM TH-1 MA FOUNDATION- 48 ST 2 CHAMBER 27 D BOX 10 FACILITY 12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND ASSESSORS MAP 232 PARCEL 42 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. *THE INSTALLER SHALL VERIFY THE -_ APPROVED _ DATE... BOARD OF HEALTH.... _ _ _ _-- - _ _._ _.__ _ __ _-_-_ _ _ LOCATIONS OF ALL UTILITIES AND ALL 13. EXISTING SEPTIC SYSTEM SHOWN PER AS-BUILT PLAN BUOYANCY CALCS: BUILDING SEWER OUTLETS AND SHOWN IN DEP INSPECTION REPORT D. 4/7/08 1000 GAL. H-10 ST WEIGHS 8240 LBS ELEVATIONS PRIOR TO INSTALLING ANY 14. INSTALLER,TO DETERMINE ADEQUACY OF ELECTRICAL 1.1' x 8.5 x 4.8' x 62.4 = 2800 LBS UP (OK) PORTION OF SEPTIC SYSTEM SYSTEM FOR PUMP INSTALLATION 1500 GAL. H-10 ST WEIGHS 11,480 LBS PROVIDE GRAVITY FLOW FROM DWELLING TO PROPOSED 15. WETLAND FLAGGED BY HAMLYN CONSULTING 0.8' x 10.5' x 5.7' x 62.4 = 2987 LBS UP (OK) 1500 GAL. SEPTIC TANK AT MIN. 2% PITCH ALARM AND CONTROL PANEL SITE IS LOCATED WITHIN A GROUNDWATER PROVIDE MIN. 20" WATERTIGHT COVER TO BE INSTALLED INSIDE TO GRADE PROTECTION DISTRICT & ESTUARINE PROTECTION / _BUILDING. ALARM TOBE ON ! _ DISTRICT SEPARATE CIRCUIT FROM PUMP �. INV. IN 38.20' 1000 GAL. H-10 S 2" PRESSURE LINE TEST HOLE LOGS 44.81 ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC FLOAT SWITCH RESERVE 0.25" WEEP HOLE x 44.96� SETTINGS: PUMP ON " CHECK VALVE ENGINEER: DARREN MEYER, R5 VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE 8 IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR �44.57 4" WORKING RANGE MYERS SRM 4 WITNESS: DONNA MIORANDI, IRS BY HEALTH INSPECTOR � 4 t4" SUBMERSIBLE 4/10 HP PUMP 318 SYSTEM (OR EQUAL) DATE: 6/3/08 PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED x 42.08 j` \_ 33.7' PUMP OFF_,-----O00 �0000 PERC. RATE _ < 2 MIN/INCH BY THE BOARD OF HEALTH REVISED DURING A PUBLIC \ 32 r PUMP o CHAMBER CLASS i SOILS P# 12260 HEARING HELD ON AUG. 4, 2009 x 40. a '1 �44. 3� �1 0 (NOT TO SCALE) MS ONLY: SEPTIC TANK OR PUMP CHAMBER LOT 63 / �r{r �� WATERPROOF/WATERTIGHT 4) FAILED SYSTEMS f PROPOSED TO BE LOCATED LESS THAN 100 FEET BUT MORE #5 38.42 0 46 ACR 4 . x V° \C') ELEV. ELEV. WATER COURSE. ( 0I p" 44.0' p" 44.5' THAN 75 FEET AWAY FROM WETLANDS OR A 3Q x 37.46 x 39.06 AVED x 35.5 � x/5o o ���4�� �S� 71� SUNSUIT. Irr� BENCHMARK: GAS GATE 10YR 3/2 UNSUIT. R 3/2 PAVED I "4 4 ELEV. _ '45.5' 9,1 9o, xp: OgV _ #4 0.0' WALE 41.22 _ _ r. _ •/. 1.6 G 40.98 / I �'3 W O B B •• S G i i /.•x�r 4 a 41. G /w r r 7 /LS UNSUIT. /LS UNSUIT. .1'4 wl x 4 3 \N I ��\ 43.90 3001 30" Q 10YR 6/6 10YR 6/6 x 45.3T -\ 5. 44. Fb GAS 1 1N26 / x 4 8 r 4.60 /X •• x 3 ME R 40 C 1 C 1 5.06 /41.46 \\ . 5. 5 41.4 / <�� r f SL UNSUIT. SL 43.39 \ x 4 (� {ri // / UNSUIT. s x 7 °oo \ ` r " 10YR 5/8 1OYR 5/8 /•• x � ,, ''\ \� 45.31 5.5 44.4 48 40.0' 49 40.4' o EXISTING `�- 4 $2- \\EXIST SAS /4 47 #1 'o. DWELLING C.O. �' 7 \ TH 2 X'44.52 44.36 TOP FNDN. / \J�/ x 1 C2 C2 x •2 O I ELEV. = 43.4' � �� W\RES ''.�4 42.1 ON` 4 .9 5' REMOVAL OF UNSUITABLE SOIL REQUIRED PERC 35.01 FFLOOR 39.012.45 �- x 44 69 AROUND PORTION OF PERIMETER OF LEACHING PAVED FACILITY (HATCHED AREA), DOWN TO SUITABLE �� 2 5 x �V DRIVE 44.48 M/CS M/CS l' DECK SOIL LAYER. REPLACE WITH CLEAN MED. SAND, BE ARSE [�SE 34.91 '�� x 4 3 42.52 4 .8 x� 15.255(3)TO MEET SPECIFICATIONS OF 310 CMR POND �� I 1 W�°4 .96 2�4, i 2„ * 44.46 1 20" 2.5Y 7/4 34.0' 123" 2.5Y 7/4 34.25' 3 . 40. 041. 4 2j 6�-�.09 0 0 OAK 35.1 ONC. C.O. 000 o I NO GROUNDWATER ENCOUNTERED 5 093 x 38.33 SLAB / x 4 5 c(IX"3.42 -4 .71 I �- 4.68 N RHODY x 7 x 9 4 r, l�/ ' L, L1 c � 44.52 W / - x 47. 4 I y Q PROP. 00 C x g x 4 4 I k� x 45.33 GA C, w o x 3 w o k� �� 218' PAL. ST x 46.49 44.18TITLE 5 SITE PLAN o 0. 24 x 3 .44 k0 x 46.57 b 4.7 x 39.47 x 43.26 OF N ,2� 0 8 x x PROP. VENT WITH CHARCOAL FILTER 0. x x 0.84 EXISTING 47.29 44.31 AND BUGSCREEN (FINAL PLACEMENT BY C:3 xx S .84 DWELLING CONTRACTOR WITH HOMEOWNER 4 CONSULTATION) 94 HOLLY POINT ROAD 22.8 LEACHING FACILITYD DIMENSIONS 1 2 CENTERVILLE PREPARED FOR ALBERT COLTON NOTE: SEPTIC TANK AND PUMP CHAMBER ARE NOT DESIGNED FOR VEHICLE LOADING JULY 21 , 2010 N OF MgsS9c A �ZH OF Mq Scale: 1"= 20' DANIELA. , DANIEL yG � n OJALA & A. 0 10 20 30 40 50 FEET CIVIL ' OJALA �a No, a. off 508-362-4541 fax 508-362-9880 t�NIELA. �% o` DANIEL downcape.com OJALA i A. CIVIL OJALA 00WO Cope e/!8'iIleeh#7 hdC. Na,46502. 1 ° No.40980 ci vi/ engineers `° land surveyors 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 08-067 08-067 SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND SYSTEM DESIGN: MARKED WITH MAGNETIC TAPE OR PROVIDE MIN. 20" DIAM. WATERTIGHT ( `1. DATUM I_; NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. z WEQUAQUET LAKE DATUM SYSTEM 99 - EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE_ 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING X 99•1 EXIST. SPOT ELEV. \ TOP FOUND, 43.4' FILTER FABRIC OVER STONE DESIGN FLOW: 2 BEDROOMS 110 GPD 220 GPD 42.9 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR *** ��" USE A 220 GPD DESIGN FLOW PROF'. TEE 4. DESIGN LOADING FOR 500 GAL. PRECAST UNITS TO BE ���JJJ [98.41 PROPOSED SPOT EL. PRECAST H-10 BLOCKS OR AASHO H-M ST AND PC TO BE H-10. PROVIDE RISERS (TYP.) 4"OSCH40 PVC PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 SEPTIC TANK: 220 GPD (2) = 440 a. - +"scH+o Pvc 39.9 f - PIPES LEVEL 1 ST 2' MORTAR ALL H-20 / COMPONENTS ocus YYY * m,) p� 76. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TEST HOLE USE PROPOSED 2000 GAL. ST/PC COMBO (113 43.0' 310 CMR 15.000 (TITLE 5.) PROP. CLEAN OUT t0" o °$oo'a ;00000000° c.o. LEACHING: 38.50 TEE 200o GAL H-10 o °°°o°°°° SEPTIC TANK/PC COMBO 38.25 v u ° ° ° ° oaam ®®�O °°°°°° ®�aa O -[ Mp °°°°o°°° ;.7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO UTILITY POLE PERIMETER: 2(81 LF) (0.74) = 119 GPD °°°°°°°° o 0 0 0 0 0 0 0 0 0 0 °°° °°°°°°°° 0000(�0�0(](�O ° �000aaaoaoa BE USED FOR LOT LINE STAKING OR ANY OTHER Wequaquet m, o 0 0 0 0 0 ° ° ° ° °O ° O o 0 0 0 o O > 0 0 0 0 00°0°0 O O O O O O O O O O �o°o°o°o° (SEE DETAIL) o o'o�c�o�o�o� °c °°°°°°°° �aO���Oa�aO ° ° �a�aaO�Daa� ° ° o ° PURPOSE o„o„o �„ N �0c, o°o °Oo°o° °o°o°o°o FIRE HYDRANT BOTTOM AREA: 287 SF (.74) = 212 GPD 42.25' ���������®� °O°°°°o ���a�aa�0�0 ,00000000 Lake 42.Og °o°°°°o° °o°o°° , °o°°°°° 40.0 0_0 ° . PIPE FOR SEPTIC SYSTEM T CH. 40- PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 8 R 0 S 4" 6" MIN. SUMPL o TOTAL. 447 S.F. 331 GPD o°o°o°o°o°o°o°o°o°o°o°oC 12" MIN INT. DIM. I 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED o°o°o°o°o°o°o°o°o°o°o°o; H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL WITHOUT INSPECTION BY BOARD OF HEALTH AND *THE INSTALLER SHALL VERIFY THE USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED a SEE DETAIL PERMISSION OBTAINED FROM BOARD OF HEALTH. 0 LOCATIONS OF ALL UTILITIES AND ALL IN DOUBLE-WASHED STONE IN CONFIGURATION SHOWN (SEE DETAIL) BUILDING SEWER OUTLETS AND 6" CRUSHED STONE OR MECHANICAL 5 2' 6' DI CONTRACTOR SHALL 3 RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE COMPACTION. (15.221 [2]) LOCATION Or ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY ***2 BR DEED RESTRICTION REQUIRED PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM 2 LOCUS MAP ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED.SHALL BE PROVIDE GRAVITY FLOW FROM DWELLING TO PROPOSED WEQ. LAKE ELEV. 34.8' (PER TOWN) REMOVED 5' BENEATH AND AROUND THE PROPOSED NOT TO SCALE SEPTIC TANK/PC AT MIN. 2% PITCH MA LEACHING FACILITY. APPROVED DATE BOARD OF HEALTH LEACHING 34.0' BOTTOM TH-1 ASSESSORS MAP 232 PARCEL 42 FOUNDATION 39 ST 51 D BOX 10 FACILITY 12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. EXISTING SEPTIC SYSTEM SHOWN PER AS-BUILT PLAN BUOYANCY CALLS: VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE SHOWN IN DEP INSPECTION REPORT D. 4/7/08 IMMEDIATELY GRANTED BY THE BOARD Oc HEALTH AGENT OR 2000 GAL. H-10 ST WEIGHS 14160 LBS BY HEALTH INSPECTOR 14. INSTALLER TO DETERMINE ADEQUACY OF ELECTRICAL SYSTEM FOR PUMP INSTALLATION 0.1' x 12' x 6.5' x 62.4 = 486 LBS UP (OK) ' PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED 15. WETLAND FLAGGED BY HAMLYN CONSULTING BY THE BOARD OF HEALTH REVISED DURING A PUBLIC ACCESS FOR ROUTINE MAINTENANCE HEARING HELD ON AUG. 4, 2009 MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW ALL WATERTIGHT ACCESS COVER SITE IS LOCATED WITHIN A GROUNDWATER 4) FAILED SYSTEMS ONLY: SEPTIC TANK OR PUMP CHAMBER MANUFACTURERS SPECIFICATIONS FOR To GRADE PROTECTION DISTRICT & ESTUARINE PROTECTION PROPOSED TO BE LOCATED LESS THAN 100 FEET BUT MORE PROPER FILTER INSTALLATION THAN 75 FEET AWAY FROM WETLANDS OF' A WATER COURSE. DISTRICT NOTE: 250+ GAL. RESERVE PROVIDED IN PC H�t2 ALARM AND CONTROL PANEL ,,;,�<� � %<%<% >%,<%; TEST HOLE LOGS TO BE INSTALLED INSIDE � � � � 44.s1 BUILDING. ALARM TO BE ON INV. IN 38.5' I SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE x 44.96 ZABEL FILTER ENGINEER: DARREN MEYER, RS FLOAT SWITCH ALARM ON (A100) 14" TEE SLOPE TO DRAIN BACK DONNA MIORANDI, RS OUTLET TEE W/EXTENSION WEEP HOLE WITNESS: SETTINGS: PUMP ON 1500 GAL. MI CHECK VALVE 6 3 08 \ THIS SIDE DATE: / / ® �4.31 y 6" WORKING RANGE 6 OF BAFFLE MYERS SRM 4 < 2 MIN/INCH x 42.08 PERC. RATE _ \ O 6�� 8.4' SUBMERSIBLE 4/10 HP PUMP 1! PUMP OFF 8" SYSTEM (OR EQUAL) CLASS I SOILS P# 12260 x 40. s � ,34 (ON BLOCK) ''�\�4.33 1� 000 00000 .00 NV Jf r�1 O o00 000 0000 000 0000 LOT 63 ELEV. ELEV. 38.42 0 46 ACR 4 . � ��` '� 6" BAFFLE 1 2 � O 0ff, 4 44.0' 0,, � 44.5' 3 �GI - 2000 ' GAL . SEPTIC TANK PUMP CHAMBER COMBINATION ;A x 37.46 c x 39:06 AVED / r `� / / .. . x 0 44.33�/ a ` CAI_Fl 35.5 / x 41.50 NOT TO S / - -- - UNSUIT x 35.15 �$� /, I �; .�1 a� r �: _ _ 10YR 3/2� UNSUIT. 10YR 3/2 DG+C��n.Arc't'. GAS �on�L 10 ���P� 34.77 �� #4, 0. PWALDE 41.22 I1.6 x 4 4 G x 4 'g ELEV. = 45.5' 9�, 9 34.58 O .�� 40.98 / I .�'3 W B B # 4 38 3 G W LS LS 41. G ' .p \\ , / UNSUIT. / UNSUIT. ' 11 14 41 x 4 3 \\ r, 1 OYR 6/6 1 OYR 6/6 PROP. "ALUMIDOCK' (OR EQUAL) OQ W 43.90 (4) 8' SECTIONS WITH LEGS //� _X GAS O' 1 1N26 / x 4 8 x 45.3�� 5. 44. C� 30" 301, ` 4.60 V� x 3 ME R l 5.06#2 I /41.46 �� \\ o C1 C1 MOORING BUOYO3 ..�2 7 4 .39 41.4 �� \ x <{ \ 3 �SL UNSUIT. �S� x 24.47 /.. UNSUIT. 4 4 6 I I I I x 2 .So 1 1 5 x I 4 6�00 k� V1\ �� 45.3 .sE 44.41 0 48„ 10YR 5/8 4n„ 10YR 5/8 00 EXIST SASt - ° J 40.4 CD1�-- 40.0 N N N ti "� "� x 33 3 EXISTING v.£2- �1 TH 2 .47 U ° 0 x 30.2 ) I I �• DWELLING I Imo` x/44.521 23. 33.96 #1 44.36 TOP FNDN. 1.1 7 �'�� /x x 86 I ELEV. = 43.4' C.O. S , : -4 C2 C2 x 30 53 42.10 OH WARE 4 .9 % 5' REMOVAL OF UNSUITABLE SOIL REQUIRED LEACHING FACILITY DIMENSIONS PERC 39.01 �2.45 / 44.69 1" = 20 x 32. � 3��4 FFLOOR � x V PAVED x� AROUND PORTION OF PERIMETER OF LEACHING x 4.71 x 8 60 .99 I DECK / �` DRIVE4.4 48 FACILITY (HATCHED AREA), DOWN TO SUITABLE - 42. 5 SOIL LAYER. REPLACE WITH CLEAN MED. SAND, M/CS M/CS x I /// 4163 42 52 4 8 TO MEET SPECIFICATIONS OF 310 CMR 4.240 x 15.255(3) x 28 27 4.00 I . 04 .96 2.91 1 *44.46 „ 2.5Y 7/4 , „ 2.5Y 7/4 BEARSE x 0.76 32. 7 3 1� 041. 6 / i OAK 120 34.0 123 34.25 4 . 3 POND ONc. , r� NO GROUNDWATER ENCOUNTERED x 38.33 SLAB c x 42 x .71 I 33' I x 4 5 / o- .' 4 0.0 RHODY 7 x 7 x 9 V 44.! x NOTE: SEPTIC TANK/PUMP CHAMBER IS NOT 03 .32 4 y N x z ,37 3 .9 � 27 V � I tx DESIGNED FOR VEHICLE LOADII;G MOO ING UOY 31.11 m 9 x 39.33x 5 x 4 4 x 45.33 I p x 3 SJ . 0 �� L `21 B' P . 2000 x 46.49 *44.18 x 4.79 F 1 k GAL'ST/PC x 3 .89 3 .44 �0 x 46.57 COMBINATION TITLE 5 SITE PLAN x 39.47 x 43.26 -- o N 8 47.29 144.31 PROPS-NENT WITH CHARCOAL FILTER �4.73 x 7.6 \ x x 0.84 EXISTING AND BUGSCREEN (FINAL PLACEMENT BY DWELLINGCONTRACTOR WITH HOMEOWNER94' HOLLY POINT ROAD xx 3�1. x x 34.84 x 28 12 x 31.28 CONSULTATION) CENTERVILLE 36.05 35.97 x®(3)69 PREPARED FOR 35.61 V�NG DOCK 5.6 5.54 Pg ALBERT COLTON 35.35 J U LY 21 , 2010 REV. AUGUST 2, 2010 REV APRIL 22, 2011 (STONE) Scale: 1"= 20' ^� 0 10 20 30 40 50 FEET PROP. 5' x 16' TE 8� DECK ELEV. 35.5't 9 8 off 508-362-4541 8, 'NOFM �"�° AS fox 508-362-9880 �`� Sqc ELEV. 35.0 HIGH WATER ��Aq��� ;1�0 _ - � downcape.com ijjj -. � C'\ Nm�., j T j� EELA.0 j� %�o.p L `h down cape engineering, mc. ELEV. 34.0' OBS. WATER � � -�, ELEV. 33.5' MEAN ANNUAL LOW .�. n L, �> , ,. 1� I� 2 a o '' civil engineers Exl E �I� 611, ,f land. surveyors SECTION A-A �'LZ^ r s i� s R 939 Main Street R to 6A _5 -mxwoDATE "� QPE'L A. OJALA, PEE°SI �� S YARMOUTHPORT MA 02675 08-067 " 08-067