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Home My WebLink About0727 MAIN STREET (OST.) - Health (3) C) ^ — _IV�l� c) 727,:MA1 BUI NG4, OSTERVILLI N A=-; E+r f "iJI'S V,ze ym- gin i��, f0m MAU kf qyy, wn; �Q� 'm." % !� _".D RjJ 'Pt 1 1,1. " ", 'k pff,"Jiy 4; A� Avi Ck, -Wqty,.Wq-�417, INY -,4- AVIV rut WPHM, .1 ( 11 kW AIP� i now I Mal M �;,k,1,�-MIM"i W,�, n1w maymaK 0" W."y 44 t., i I= n%my NQ 44, . KO;aL, 4, Ww" Apmf mm 6,i"P HIT Pj U 19! A via" 14, '11.1f" Amp g fi'Yl OiA QA laws %4D prwr�-J, %m,IN IVA. '10 WX IN AAA MiAC1:Ai1, " _4 WN1.1 KI i 1� �H1111.1 7 '�, 031il�ll WOW MINDY Wwlli AP" 4 kp- AS IBM Its IN 10 VIM 111 q,j W e.M, AS VON ,�r go!l 90 11,11"IMSII 41510T�4ii ''Rom N z n I� - ,jail VAV ,4p WTI, '4y pli,l U;; in k4l �qm V ir, �,FAfj,"M,. Wk� Ns- WIN m WD I It miss Of gt Apm "A 00� k.P -1 pie A, 1 q�Ajof jg"x Huy- "p, It, "Pit Am TREE MY129 ms 1, , 1 4� , m7@ T P"; W�, 3.414'mpg list;y1junny , ma JY� 1 low.pm,. xjg - - — 05 li4 1 4t, ,kA ""I" I MIJAM A J"%`�Al�', INN— IMP' p TIMM& rrr:,Fq, to , iii i 004 Commonwealth of.Massachusetts Title 5 Official Inspection Forma �1� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ti5 727 Main Street (Bldg E FJ-1) _ Via" Property Address 1- Wianno Knolls Condominiums Owner Owner's Name — -- information is / 1 required for every Osteryllle ✓ MA 02655 9 28 20'a page. City/Town.. State Zip Code Date of Inspection i Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the-end of the form. OF iM Important:When filling out forms v A. Insnrector Information </4 q V I( a 9 �' I le-I ��p2 cyG on the computer, JAMES _ use only the tab James D.Sears =�� •'m—' key to move your Name of Inspector . cursor-do not Robert B..:Our Co. INC •,c moo. e use the return — - - —-- }.• �� key. Company Name (F'5•IN•S? 363 Whites Path tab Company Address- - --- South Yarmouth MA_ 02664 City/Town State Zip Code 508-477-8877 _ S1623 'Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection,was performed based on-my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 9-28-20 ;pecft�oes 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 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 bEP.The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. l5insp.doe•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 18 I - - Commonwealth of Massachusetts F Title 5 Official Inspection Form h I Subsurface Sewage Disposal System Form;-Not for Voluntary Assessments 727 Main Street (Bldg E FJ_1) Property Address p Y Wianno Knolls Condominiums _ Owner ---_.-..._-------- -- •- Owner's Name information is O.sterville MA 02655 9-28-20 ' required for every - page. City/Town State Zip Code Date of Inspection C. Inspection,,Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 31.0 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. 'Comments: The system is a 2500 H-20 Tank. 2000 Gal. H-20 Tank. 2500 Gal.H-20 Pump Chamber. D Box and (12) 500 Gal. dry well chambers.NoteBoth septic tanks have zable filter's_All covers steel at grade. 2) 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): t5insp.doc•rev.726/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 f - c Commonwealth of Massachusetts Title 5 Official Inspection Form - �I� Subsurface Sewage Disposal System Form Not for VoluntaryAssessments - p Y 9 727 Main Street (Bldg E FJ-1) _ Property Address Wianno Knolls Condominiums Owner Owner's Name information is Osterville MA 02655 9-28-20 required for every _ _...� __._ — _ _ page. City/Town State Zip Code Date of Inspection C. Inspection Summary(cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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): 3) 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: a. 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: t5insp.cloc•rev.7/26/2018 . .t Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 - Commonwealth of Massachusetts -- _. Title 5 Official Inspection Form 11 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments J� 727 Main Street(Bldg E FJ-1) u, Property Address Wianno Knolls Condominiums Owner Owner's Name information is Osterville MA 02655 9-28-20 required for every - page. City/Town . State Zip Code. Date of Inspection C. Inspection Summary,(cont.) ❑ 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 b. 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: r. ❑ 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. c. Other: P 4) 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 n t5insp.doc•rev.7/26/2018. Title 5 Official Inspection Form:Subsurface Sewage Disposal System,-Page 4 of 18 I Commonwealth of Massachusetts . Title 5 Official Inspection Form �'- Subsurface Sewage Disposal System.,Form- Not for Voluntary Assessments r 727 Main Street.(Bldg E FJ-1) ° Property Address Wianno Knolls Condominiums Owner Owner's Name - - �- information is Osterville MA 02655 9-28-20 required for every — -.--- - - -- - page. City/Town State Zip.Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No El ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® Liquid depth in ame&ppO, is less than 6" below invert or available volume is less than 1/2day flow �e if r iv& El ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a-surface water supply or ❑ ® tributary.to a surface water supply. ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. b ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privyis less than 100 feet but greater tham50 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 iiequal 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 2000 gpd- 10,000 gpd. ❑ ® The system,fails. I have`determined that one ormore 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: 5) 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.C.4. 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 t5insp.doc•rev.7/26/2015 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page_5 of 18 - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 727 Main Street(Bldg E FJ-1�_ Property Address Wianno Knolls Condominiums Owner Owner's Name information is Osteryille MA` 02655 9-28-20. required for every _ _ _ page. CitylTown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes"to any question in Section C.5 the system is considered a significant threat, or answered"yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner. shoulAcintact the appropriate regional office of the Department. 6. You must indicate"yes" or"no"for each of the following for all inspections: 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? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® El Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs'of sewage back up? ® ❑ Was the site inspected for signs of break out? ❑ Were all system components, excluding the SAS, located on site? ❑ ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner) provided with ® El information on the proper maintenance of subsurface sewage disposal systems? The size and location'of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. El ® 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)] t5insp.doc•rev.7/26/2018 Title 6 Official Inspection Form:Subsurface Sewage Disposal System Page 6 of 18 f c Commonwealth of Massachusetts ' �v ,1? Title 5 Official Inspection Form T� Assessments' _ h Subsurface Sewage Disposal System Form .Not for VoluntaryAsse _ � ram ` 727 Main Street(Bldg E FJ-1 T u - Property Address Wianno Knolls Condominiums Owner Owners me N Owne a information is MA 02655 9-28-20 Osterville _ _ required for every - -- -- ----- - - page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): —14 - Number of bedrooms (actual): 14 DESIGN flow based on 310 CMR 15.203 (for example: 1.10 gpd x#of bedrooms): 1940 Description: The system is a 2500 Gal. Precast Tank:2000 Gal. Tank and 2500 Gal. Pump Chamber. D Box and (12)_§AQC Gal.Dry Well's._—. -.--- - — - - NA _ Number of current residents: — — Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water,treatment unit? ❑ Yes ® No If yes, discharges to: -- — -- - Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes No information in this report.) - Laundry system inspected? ❑ Yes ®: No Seasonaluse? ❑ Yes No NA Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? Yes No-------- -- ❑ ®, s Present _ Last date of occupancy: Date t5insp.doc rev.7/2612 01 8 r Title 5 Official Inspection Form!Subsurface Sewage Disposal system•Page 7 of 18 f Commonwealth of Massachusetts 6P_ Title 5 Official 'In' spection. "form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments `C� ! 727 Main Street(Bldg E FJ-1) _ Property Address Wianno Knolls Condominiums _ _ Owner Owner's Name information is _ requiredOstervllle for every MA 02655 9-28-20• Zip Code Date of Inspection page. City/Town State D. System Informatiof (cont.) 2. Commercial/industrial Flow Conditions: Type of Establishment: 2 3 (based 10 CMR 15. 0 : Design fIOW(baS _ ) Gallons per day(gpd) f Basis of design'flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? Yes ❑ No .W 1f yes, discharges to: -- 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 below): 3. Pumping Records: Pearl PPyMp g Source of information: Was system pumped as part of the inspection? ❑ Yes ® No - If yes, volume pumped: 9a1lons! How was quantity pumped determined? - Reason for pumping: -- -_ — — - — - t5insp.doc-rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form, = �r; Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 727 Main Street(Bldg E FJ-1 Property Address Wianno Knolls_ Condominiums _ Owner Owner's Name information is Osteryille MA 02655 9-28-20 required for every -- —--- --- ---- page. City/Town State Zip Code Date of,Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system Single cesspool ❑ Overflow cesspool ❑ Privy t ❑ 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): Pump Chamber Approximate age of all components, date installed(if known) and source of information: 2016-2017 — Were sewage odors detected when arriving of the site? ❑ Yes ❑ No 5. Building Sewer(locate,on site plan): ` ` 4 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.). Pipeing is 4" PVC SCH 40. I t5insp.doc-rev.7/26/2018 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 ` f _ Commonwealth of Massachusetts _ Title 5 Official Inspection- Form Fi Subsurface Sewage Disposal System Form -Not for Voluntary Assessments. 727 Main Street(Bldg E FJ-1) Property Address _Wianno Knolls Condominiums Owner Owner's Name information is required for every Osteryille MA 02655 9-28-20 - - - - page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): 3' Depth below grade: feet Material of construction: concrete ❑ metal . ❑ fiberglass- ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 2500 Gallons- 2000 Gal. H-20 Dimensions: 2" 0.. Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle NA NA 2 _0_ Scum thickness NA Distance from top of scum to top of outlet tee or baffle — °. . NA , NA NA Distance from bottom of.scum to bottom of outlet tee or baffle Tape Plan Past Report How were dimensions determined?' _ Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence-of leakage, etc.): Yearly pumping, tank is at 4' below grade w/steel covers at grade. No sign of leakage or over loading: Both tanks have zable filters in outlet tee'.. t5insp.doc•rev.7126M18 Titles Official Inspection Form:Subsurface Sewage Disposal System•Page 10bf 18 Commonwealth of Massachusetts Title 5 Official Inspection Form II- Subsurface Sewage Disposal System Form - Not for Voluntary.Assessments '• r • / 727 Main Street(Bldg E FJ711�_ - Property Address Wianno Knolls Condominiums Owner Owner's Name information is Osterville MA 02655 9-28-20 required for every - — page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet T 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;): 8. Tight or Holding Tank,(tank must be pumped at time of inspection).(locate on site plan): Depth below grade: g -- — Material of construction: El concrete ❑ metal ❑fiberglass ❑ polyethylene El other(explain): Dimensions: -- Capacity: gallons— Design Flow: gallons per day — t5insp.doc•rev.M6/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 I <e'\ Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form-Not for Voluntary Assessments u 727 Main Street(Bldg E FJ-11_ _. Property Address Wianno Knolls Condominiums Owner Owner's Name information is Osterville MA 02655 9-28-20 required for every — — — --- - page. City/Town State. Zip Code Date of inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) , Alarm present: ❑ Yes ❑ No f - 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 9. 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.): Box is H-20 W/Steel cover at grade. Box at 20" below grade. Box is clean and solid._ 15insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection.,Form Subsurface Sewage Disposal.System Form.-Not for Voluntary Assessments f5 _ c 727 Main Street(Bldg E FJ-1) Property Address Wianno Knolls Condominiums Owner Owner's Name =� information is Osterville MA 02655' 9-28-20 required for every ----- ---- -- — - page. City/Town State Zip Code Date of Inspection D. System Information (cont 10. 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.): 2500'Gal. H-20 Pump chamber w/steel covers at grade.Chamber is clean w/no sign of solid carry over and two pumps. Pumps and alarm working. * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type. ❑ leaching pits number: 12, ® leaching chambers number: - ❑ leaching galleries number: ❑ leaching.trenches number,length: — - ❑ leaching fields number, dimensions: -- ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of_18 Commonwealth of Massachusetts N� ,P Title 5 Official Inspection. Form �I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 727 Main Street(Bldg E FJ-1) _ Property Address Wianno Knolls Condominiums Owner Owner's Name - information ery for every on is red Ostille MA 02655 .9-28-20 required _ -- - ----- page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): Leaching is 12 -500 Gal.Dry Well Chamber's. W/Steel cover's at Grade. Chamber's are clean like new w/wet bottom's. 12. Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth —top of liquid.•to inlet invert n 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 Jhydraulic failure, level of pond ing,.condition of vegetation, etc.)-. ISinsp.doc;rev.7/26/2018. - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 r Commonwealth of Massachusetts �- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 727 Main Street(Bldg E FJ-1) _ u� Property Address Wianno Knolls Condominiums Owner Owner's Name - -- — - — information is Osterville MA 02655 9-28-20 required for every -- — --- page. City/Town State Zip Code ' Date.of Inspection D. System Information (cont.) 13. 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.): m r _ t5lnsp.dOC•rev.7/20/2016 - - 4 - Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 i . . Commonwealth of Massachusetts Title 5 Official Inspection Form !- I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 727 Main Street(Bldg E FJ-1) _ Property Address Wianno Knolls Condominiums Owner Owner's Name Y information is required for every Osterville MA 02655 9-28-20 page. City/Town - ; State Zip Code Date'of Inspection D. System Information (cont.) 14. 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 t5in5p.doc•rev.7/26/2018 -- Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 SEPTIC 'SYSTEM ' ' AS-BUILT PLAN AT . WIANNO KNOLL CONDOMINIUMS BUILDINGS E AND,F 727 MAIN STREET OSTERVILLE} MASSACHUSETTS 02655 (BARNSTABLE COUNTY) DESCRIPTION A B SEPTIC COVER IN (C) 22.5' 13.8` SEPTIC COVER OUT(D) 44.2' 23.4' PUMP CHAMBER OUT (E) 56.2' 33.7' CHAMBER COVER(F) 54.4' 357 CHAMBER COVER (G), 36.8' 26.6' CHAMBER COVER(H) 38.9' 41.0' CHAMBER COVER (I) 58.5' 60.3' CHAMBER COVER (J) 63.3' 57.3' D-BOX(K) 47.8' 41.0' SWING TIE MEASURMENTS: TOWN OF BARNSTABLE pp LOCATION '"j�`7 ti� � .I� SEWAGE# -=-16L7 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. C• - _ 'I?1—� SEPTIC TANK CAPACITYCd �� LEACHING FACILITY. (type) --nZage-4 (size) 61.r(0.f:3 4- NO.OF BEDROOMS 4- J��AL- G4-+f_N 1y OWNER OC d PERMIT DATE: 17 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4-6 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 =�C-�— 0 - 0 aNlr°A MAP 141 11 11 0 10 20 40 80 FEET 77- GRAPHIC SCALE:1 INCH=20 ET. SEPTIC SYSTEM AS-BUILT PLAN ]][[}} ENGINEERING BY: - AT 7 Es(;$. «[a^rr� WIANNO KNOLL CONDOMINIUMS ��rU 1.rrsr,rt61C[O BUILDINGS E ANDF EA 727 MAIN STREET OSTERVILLE MASSACHUSETTS 02655 (DARNSTABLE mUNTY) LAND SURVEYING BY: JC ENGINEERING,INC. PREPAREDFDR: - 2854CRANBERRYHIGHWAY WI3RHG Knoll CondomlG um$ { _ oEAEAST WAREHAM,MA 02538 _ .Board Of TruSIEES --508-2]10377 SCALE:1INCH=20 FT. -LATE' TOWN OF BARNSTABLE . .VOCATION / 99 l,'I A/N S 7�— SEWAGE# VILLAGE G S T ASSESSOR'S MAP&LOT?!'� ,Jr IN 3 R'S NAME&PHONE NO. 3 4 1 y C C) SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size) NO.OF BEDROOMS S 1E,PT/ C- /AvSd Z C 71'0.,v BUILDER OR OWNER lv I A /+//tia /'r PERMIT DATE: Ci6MPL-bhWE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �� T � .J � o �e� � .. TOWN OF BARNSTABLE J OCATION / d` / SEWAGE# VILLAGE 05 7- ASS�ESSOR''S MAP&LOT �Z'S NAME&PHONE NO. � C/,AN Cd SEPTIC TANK CAPACITY LEACHING FACILITY:(type) T --(size) n NO.OF BEDROOMS S /` G' /Al s P E C7110A" l BUILDER OR OWNER X iVo /.L, C G//A'240 S / PERMIT DATE: CONWEttTICE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 0 O c � Ton TOWN OF BARNSTABLE LOCATION 727 /1)/ 1 N S T SEWAGE# `/ VILLAGE O,S 7- ASSESSOR'S MAP&LOT I J l— 013 r4S�R'S NAME&PHONE NO. IV C a SEPTIC TANK CAPACITY LEACHING FACILITY:(type) '�; (size) NO.OF BEDROOMS S IE PJ < <' A" S�£C-71—,,A- BUILDER OR OWNER W/A NNO PERMIT DATE: 05N+PbbkNEE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by G��SS �.� O O 1 O L TOWN OF BARNSTABLE LOCATION 2 ; 7 m A A" S T SEWAGE# VILLAGE ST /� ASSSESSOR'S MAP&LOT �SR'S NAME&PHONE NO. A # J8 C../1 /1V C O SEPTIC TANK CAPACITY LEACHING FACILITY:(type) -(ssiiz-e) . NO.OF BEDROOMS S £ f0 �/C J N,S� C I/ BUILDER OR OWNER ti✓!R N as f Al PERMIT DATE: COMPtbtNEE DATE: O L Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Lr 0 TOWN OF BARNSTABLE LOCATION 79. 7 /h1a/� $7 SEWAGE # VILLAGE C-PS T ASSESSOR'S MAP & LOT I Vl' D/3 //10V S�OtR,,-&v INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /ti LEACHING FACILITY: (type) (size) =ENO. OF BEDROOMS 'BUILDER OR OWNER W//¢A,*d PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: "Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) I r Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 0 . o � o 10 n rj TOWN OF BARNSTABLE d.,aCATION / ` /n A!/N 5-7- SEWAGE# VILLAGE o S T n ,/ ,Q ASSESSOR'S MAP&LOT 1 � Go P6"U �'S NAME&PHONE NO. .� T,U l n,4 N C d SEPTIC TANK CAPACITY LEACHING FACILITY:(type) '�'' (size) .4 F S NO.OF BEDROOMS S E P/! C /N.S/0 Z C l/oN � BUILDER OR OWNER /A A'A/O HAI0 LG C ox., 0 PERMIT DATE: C )NR4 ;A4 C1E1 DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by o� �� _ I � TOWN OF BARNSTABLE �LQCATION 7 MAIN 57� SEWAGE# VILLAGE d $ 7 ASSESSOR'S MAP&LOT l- 0/3 N&X"I SR'S NAME&PHONE NO. / IF 1-3 C d N C O SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS ,S F?TG �ti S��CT/o/✓ BUILDER OR OWNER Lc/!A tiNG KN o,41. C N.J O / PERMIT DATE: C6MPEiANEE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by •h� I � r a 4,'-C 7'0 TOWN OF BARNSTABLE bOCATION / / 127,91A1 rS SEWAGE# t� VILLAGE ST /� /ASSESSOR'S MAP&LOT � 17 3 £R'S NAME&PHONE NO. t ICJ 1, �N C 0 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS BUILDER OR OWNER O IU 4 L PERMIT DATE: C6�E DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 0 o � . � Q �T. G o EDGE OF PAVEMENT r30.11 (\Jl 14.5' 1. -1 I RIP FOR - 1 I p.gOX � • N N � I 0 4„PVc lr 1 0 r —t E__E E-E I � p, N `° ROOF OVERHANG k, .' - EXISTING�IGNT 1SUA L p,P D HAgeeRl V EXISIIN FoR puM . �p,LPFM l SEpTICTANK , g'(ING 2�5%)GP�' Olp A A A _- t_OT 13 F. WIANNO KNOLL CONDOMINIUMS BUILDINGS E AND F 177777 727 MAIN STREET OSTERVILLE MASSACHUSETTS 02655 (BARNSTABLE COUNTY) Commonwealth of Massachusetts p Title 5 Official Inspection Form L I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,.......... � � 727 Main Street(Bldg E u Property Address Wianno Knolls Condominiums =— owner Owner's Name information is Osterville MA 02655 9-28-20 required for every — - page. City/Town State Zip Code Date of Inspection D. System Information (cons.) 15. Site Exam: Check Slope ® Surface water ® Check cellar ❑ Shallow wells NO , 12+' Estimated depth to high ground water: feet Please indicate all methods,used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 10-31-15 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS)` ® Checked with local Board of Health -explain: ❑ Checked with focal excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Per Design Plan. -- — Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 - - Title 5 Official Inspection Form:'Subsurface Sewage Disposal System-Page 17 of 18 c Commonwealth of Massachusetts r Title 5 Official Inspection Form i, Subsurface Sewage Disposal System Form -Not for Voluntary Assessments !% 727 Main Street(Bldg E F4-11 . _ Property Address Wianno Knolls Condominiums — Owner Owner's Name information is osterville MA 02655 9-28-20 required for every — —- - page. City/Town State Zip Code Date of inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed&Dated and 1, 2, 3,or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) ands6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached, For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included ,L £/ e14/NG NC, t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 18 of 18 No. l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,. 1 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYitation for Misposal *pstrm Construction Permit Application for a Permit to Construct( ) RepairAA Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No.70W ST. Owner , Fas Na g�Ac}gjV, Assessor's Map/Parcel (�'4K� I`7k t Installer's Name,Address,and Tel.N .,��j�-��/- 4 �!% Designer's N��a�m�n dres ay�d Tel.No. O664 G fOrWottt lwv ,--uc ,L C- f?v./3,x %q �l5'I �yNu,N�'��t%� 1l Type of Building: Dwelling No.of Bedrooms Ilk WPM I Lot Size n,09 sq.ft. Garbage Grinder Other Type of Building l�Ta� No.of Person Showers( ) Cafeteria( ) Other Fixtures Design Flow(mine.required) gpd Design flow provided gpd n Plan Date {��V. 7 , 71�� Number of sheets Revision Date y 10, 2nV7 Title S 2 'b Size of Septic Tank ype of S.A.S. TAI RUM 6, Description of Soil �� Nature of Repairs or Alterations(Answer when applicable) �10 EXKZ ZNG S[L , �6Ar�l .� Sy$`t' ,L `► ' S s Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir enta ode and not to place the system in operation until a Certificate of Compliance has been issued by thi oard of a igne 1� Date a-e° Application Approved by Date Application Disapproved y Date for the following reason Permit No. 1 �.� Date Issued 717,0 Ze ao� a WNW f` OS s i • .( No. t Fee T,H'E COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH, �HrDIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS,- * 01pplitation for Disposal 6pstrin (Construction Verm' it 'J •. '` Application for a Permit to Construct( ) Repair. Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No,7Z9 K" Sr.' 1 E Owner's Nam A r ss 1.No.l�/�iW ( . Assessor's Map/Parcel l IIn1staller's Name,Address,and Tel. Designer's Name A dress d Tel.No. S� ��(�/� G ��`a�y�c ;' � r. A4A - v, ;1 i UR i Type of Building: �y r Dwelling No.of Bedrooms � � Lot Size sq.ft. Garbage Grinder , Other Type of Building harm# nF�`.l� No.of Persons? A6Wtv1 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided / P �+�/ gpd Plan Date bt jr. Number of sheets Revision Date mv Y1 9 ` Title �,�P, 9AI�x -,�ZYSTw ILAAPM9 AT tlArANPO C Size of Septic Tank S J ype of S.A.S. / ��Yi'NC�l^ �,R� 7 ��Jf• 6. i -Description of Soil -C � w' -7- .... �$ Nature of Repairs or Alterations(Answer when applicable) A0 EX TS!TA FA2( �� C1- vCT4 11+/1 ; v. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental,Code and not to place,,the system in operation until a Certificate of , Compliance has been issued by this oard o�edi gne //. Date Application Approved by Date G�O Application Disapproved Date for the following reasons Permit No. 1 Date Issued } - - - ---_. -__ - -._ = ------------- ---------- ------- ----------------------------. THE COMMONWEALTH OF MASSACHUSETTS 1 - BARNSTABLE,MASSACHUSETTS ; (Certificate of Compliante THIS IS TO CERTIFY;that the On-site Sewage(Disposal system Constructed( ) Repaired(Lkl) Upgraded( ) Abandoned( at r) /lJ�� ;vl S f 0 1,{-e n) has been constructed in accordance with the provisions of Title 5and the for Disposal System Construction Permit NoP 11-145 dated 7 2G Z:o rI Installer' )r�r�r,4 c- t i,E,GtYr � �_ , .��A Designer &QtL �A,1n t ofUA,1Q #bedrooms I Q Approved design flow 15�5�„: gpd The issuance of this permit sha not be onstrued as a guarantee that the system ill functi n sign Date J, '� Inspector _ - -= ------=-.------ _=--- ---- --_.------------_ ------= No 0 ( Z�! Fe THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair QC ) Upgrade( ) Abandon( ) System located at to ,,le ry, I t, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:C nstruc •on must be completed within three years of the date of this permit. Date T ��i� (7 (� Approved by — // 7 Town of Barnstable pFIME T °wo Regulatory Services Richard V. Scali, Interim Director. • BAMSTABLE, V MASS. 1639. Public Health DIVISIM A'FD�Os°r Thomas Mclean,Director 200 Main Street,Hyannis,.MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Foram Date: Sewage Permit# -Q6 60 �'� Assessor's Map\Parcel nL N 13 Designer: �S°� � �� Installer: t 1� �l v (s `1 . Address: Address: On a �.''� tla�,"��,c� l E, rra� '� was issued a permit to install a - (date) (installer) Ck septic system at A /� � ET T [&1_f 15,�� based on a design drawn by (address) - � ,.dated A0A a2l_ (designer) A,V . I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulat ons. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. , I certify that.the s st,em referenced above was constructed in liance with the terms of the I\A a pr&al4ietters (if applicable) �1N oFA4 4 Ss9 EDWARD L. �yN CCCCC�� PESCE m (Installer's Signature) CIVIL No.32001 9 9�oFs /STEP��FAQ S G� —(—(Ve 1 e 's Signature (Affix De p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticTesigner Certification Form Rev 8-14-13.doc P AW lEppE p_PA�fMf\ - - N?ga 158.98' _ EXISTING MANHOLE N?g o \ COVER TO GRADE(TYP) 0 �.=, "i ` 22'OAK EXISTING RAIN 11,,"" , GARDEN BUSH EXISTING WATER RANI5 AND- 61-EHIVI SERVICE LINE I x t - GRP.TG INLETS(T YP OF?1 10 8j RIP RAP =N� c _ {y 12-PINE Z.IId" •f / g D-BOX N 6'TWIN PINE 14'PINE Q7 21"PINE / EXISTING I I �� / EDGE OF EXISTING - FOUNDATION I I PAVED PARKING AREA SLAB AREA >--___ 12.1'� F / r_ 1 / EXISTING VENT WITH STONE RETAINING - e / CHARCOAL FILTER WALL(TYP' , C O O _ D 00 1 / EXISTING TIMBER RETAINING WALL ROpp OVERHANG ^ B en .. /EXISTING 2,500 GAL. ao / PUMP CHAMBER EXISTING SEWER LINES EXISTING 2,000 r• / GAL.SEPTIC TANK EXISTING VISUAL AND AUDIBLE � / _��J - ALARM(FOR PUMP CHAMBER) EXISTING LIGHT POLE - / EXISTING 2,500 GAL.SEPTIC TANK � � BUILDING E MAP 141 ,/ \ WIANNO KNOLL CONDOMINIUMS / LOT 13.. 83.579.!S.F. / w 0 0 10 20 40 80 FEET Y DESCRIPTION A B p m SEPTIC COVER IN(C) 22s 13.e' GRAPHIC SCALE: 1 INCH = 20 FT. 5 SEPTIC COVER OUT(D) 44.2' 23.4' o_ - PUMPCHAMBEROUT(E) 56.2' 33.7' CHAMBER COVER(F) 54.4' 35.7' SEPTIC SYSTEM AS-BUILT CHAMBER COVER(G) 36.8' 26.6' - - - - 38.9' ENGINEERING BY: PLAN N CHAMBER COVER(H) 41 /'1.0' CHAMBER COVER(1) 58.5' 60.3' AT CHAMBERCOVER(J) 63.3- -1 57.3' 'ESGE ENGINEERING - WIANNO KNOLL CONDOMINIUMS D-BOX(K) 17 41 A' &ASSOCIATES,INC.LA - Edwa,dL PeSM P.E,IEED-AP BUILDINGS E AND F SWING TIE MEASURMENTS 453 RAYMON D RD 727 MAIN STREET PLYMOUTH.MA 0236D nesce®m "`-net Phe e:SG8.743-9205 OSTERVILLE MASSACHUSETTS02655 (BARNSTABLE COUNTY) LAND SURVEYING BY: JC ENGINEERING, INC. PREPARED FOR: 2854 CRANBERRY HIGHWAY - WI811110 Knoll Condominiums EAST WAREHAM,MA 02538 Board Of Trustees 508-273-0377 SCALE: 1 INCH ='20 FT. DATE:OCTOBER 3,2017 JCE#3520 I { COMMONWEALTII OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS - DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292-5500 40 vG TRL. COXE 350 MAIN STREET /lam cretary ARGEO PAUL CELLUCCI WEST YARMOUTH, MA N =� vID B.: RUHS Governor 508-775-2800 �` GP Comm ssioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION F PART A CERTIFICATION MAP141 PAR 013 000-OOP OOV T PROPERTY ADDRESS: 727 MAIN STREET, BLDG F, OSTERVILLE ADDRESS OF OWNER: DATE OF INSPECTION: JUNE 1, 1999 WIANNO KNOLL CONDOS NAME OF INSPECTOR : JAMES D. SEARS I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 9310 CMR 15.000) COMPANY NAME: A 8 B Canco MAILING ADDRESS: 350 Main Street,West Yarmouth,MA 02673 TELEPHONE NUMBER: (508)775-2800 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: X PASSES CONDITIONALLY PASSES NEEDS FURTHER EVALUATION BY THE LOCAL APPROVING AUTHORITY FAILS 9 c p INSPECTORS SIGNATURE: DATE: r/�` ^ The system Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP) within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. NOTES AND COMMENTS: NOTE: SYSTEM PICKS UP BLDG E&J1 SITE OVER ALL PASSES,INSPECTION OF SYSTEM IS BASED ON CONDITION OF SYSTEM AT THE TIME OF THE INSPECTION.THERE IS NO GUARANTEE ON THE LIFE OF THE SYSTEM. revised 9/2/98 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM i PART A CERTIVICATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 INSPECTION SUMMARY: Check A, B, C, orD: A] SYSTEM PASSES: YES I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: B SYSTEM CONDITIONALLY PASSES: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The System,upon completion of the replacement or repair,as approved by the Board of Health will pass. Indicate yes,no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate Of Compliance(attached)indicating that the tank was installed within twenty(20) years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank is failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. The system will pa pass inspection if(with approval of the Board of Health). broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced The system required pumping more than four times a year-due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed revised 9/2/98 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303 (1)(b)THT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF ANY) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and the SAS is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen and is equal to or less than 5 ppm. Method used to determine distance (approximation not valid). 3) OTHER revised 9/2/98 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 D]SYSTEM FAILS: N/A You must indicate either"Yes"or"No" to each of the following: 1 have determined that one or more of the following failure conditions exist as described in 310 CMR 16.303. The basis for this determination is identified below. The Board of Health should be contacted to Determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an over- loaded 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 Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: N/A You must indicate either"Yes"or"No"as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health. X None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. X As built plans have been obtained and examined. Note if they are not available with N/A. X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout. X All system components,including the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid depth of sludge,depth of scum. The size and location of the Soil Absorption System on the site Has been determined based on: X Existing information.Ex. Plan at B.O.H. X Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable)[15.302(3)(b)] X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Sub-Surface Disposal System. revised 9/2/98 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 FLOW CONDITIONS RESIDENTIAL: Design flow: 880 g.p.d./bedroom for S.A.S. Number of bedrooms(design) 8 Number of bedrooms(actual): 8 Total DESIGN flow Number of current residents: N/A Garbage grinder(yes or no): NO Laundry(separate system) (yes or no): NO If yes,separate inspection required Laundry system inspected(yes or no): YES Seasonal use(yes or no) NO Water meter readings,if available(last two(2)year usage(gpd): Sump Pump(yes or no): NO Last date of occupancy: N/A COM M ERCIAL/INDUSTRIAL: Type of establishment: Design flow: Gpd(Based on 16.203) Basis of design flow Grease trap present:(yes or no): Industrial Waste Holding Tank present:(yes or no) Non-sanitary waste discharged to the Title 5 system:(yes or no) Water meter readings,if available: Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: N/A System pumped as part of inspection:(yes or no) NO If yes,volume pumped: gallons Reason for pumping TYPE OF SYSTEM X Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract. Tight Tank Copy of DEP Approval Other TANK ALSO PICKS UP BLDG E&J1 APPROXIMATE AGE of all components, date installed (if known)and source of information: 1984 Sewage odors detected when arriving at the site:(yes or no) NO revised 9/2/98 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 BUILDING SEWER: (Locate on site plan) Depth below grade: Material of construction _ cast iron — 40 PVC _ other(explain) Distance from private water supply well or suction line Diameter Comments:(condition of joints,venting,evidence of leakage,etc.) SEPTIC TANK: (Locate on site plan) Depth below grade: 45" Material of construction X concrete _ metal _ Fiberglass _ Polyethylene _ other(explain) If tank is metal,list age Is age confirmed by Certificate of Compliance (Yes/No) Dimensions: 2,500 GALLON PRE CAST Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 67" Scum thickness: V Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 11" How dimensions were determined PLAN&TAPE Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) TWO INLET TEES,OUTLET BAFFLE,TANK AT WORKING LEVEL BOTH COVERS 2'STEEL AT GRADE GREASE TRAP: N/A (locate on site plan) Depth below grade: Material of construction _ concrete _ metal _ Fiberglass _ Polyethylene other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) revised 9/2/98 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 TIGHT OR HOLDING TANK: N/A (Tank must be pumped prior to,or at time,of inspection) (Locate on site plan) Depth below grade: Material of construction _ concrete _ metal _ Fiberglass Polyethylene _ other(explain) Dimensions: Capacity: Gallons Design flow: gallons/day Alarm present Alarm level: Alarm in working order Yes; No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX: YES (locate on site plan) Depth of liquid level above outlet invert: 0 Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc,) DISTRUBITION BOX IS 2'X2'40"BELOW GRADE ONE LINE IN,FOUR LINES OUT 2'STEEL COVER AT GRADE PUMP CHAMBER: N/A (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) revised 9/2/98 8 . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 SOIL ABSORPTION SYSTEM (SAS): YES (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not located, explain: Type: Leaching pits,number: 4 Leaching chambers,number: Leaching galleries,number: Leaching trenches,number,length: Leaching fields,number,dimensions: Overflow cesspool,number, Alternative system: Name of Technology: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) FOUR(4)PRE CAST PITS.ALL PITS HAVE 2'STEEL COVERS AT GRADE TWO PITS HAVE 2'WATER,TWO PITS HAVE V WATER NOTE:SPEED LEVELER ARE BEING INSTALLED CESSPOOLS: N/A (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of inspection) Comments:: (note condition of soil,signs of hydraulic failure,,level of ponding,condition of vegetation,etc.) PRIVY: N/A (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.) revised 9/2/98 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100'(locate where public water supply comes into house) SEE ATTACHED PLAN revised 9/2/98 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 727 MAIN STREET, BLDG F, OSTERVILLE Owner: WIANNO KNOLL CONDOS Date of Inspection: JUNE 1, 1999 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Ground water depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to groundwater OVER 12 FEET Please indicate all the methods used to determine High Groundwater Elevation: X Obtained from Design Plans on record Observation of Site(Abutting property,observation hole,basement sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records Check local excavators,installers Use USGS Data Describe in your own words how you established the High Groundwater Elevation.(Must be completed) NOTE: TEST HOLE ON PLAN NO WATER AT 12' revised 9/2/98 11 l No.. ... �: .. Fxs ............... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH - ,; et)..........OF...... .�!E' Applira#ion for Bigpva al Works Tumitrnrtiun ramit Application is hereby made for a Permit to Construct (A) or Repair ( ) an Individual Sewage Disposal System at: ............. �.Y.... . .......................................... .................� _ �- � _ ; /. e Location- ss L- ......................... 0 -.. or - t No. - - /YY. .............•�-'�--••Z_ 1. 2.on.._... C1S.....---•---------_..._ 1 .. ./1. -...._ -s... �'.11 S i Installer Address Q Type of Building / Size Lot.. _-3�_/._--1�.?t ..Sq. feet V Dwelling—No. of Bedrooms......... ........................Expansion�Atti ) Garbage Grinder (Aye) 04 Other—Type of Buildi .Z _ .: .. yp n�- �� t._._.�------ moo-veers ( ) — Cafeteria (----)- Other fi is -mar- -- W Design Flow.......... ........................ allons er erson er c�a Total da' flow..._... g - g P P P_ Y• ....... ....................Diameter................ Depth.....A��..... x Disposal Trench—No..................... Width..___.... _........ Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..... .--____-- Diameter. : _��_"` Depth below inlet..6..:1�.... Total leaching area.& ..sq. ft. Z Other Distribution box ()C) Dosing tank ( ) a 0-4 tam e �✓e - °� -T ' 4 a Percolation Test Results Performed b �.r.................. .... ........ Date...... F Test Pit No. _..._ .....minutes per inch Depth of Test Pit....12-...... Depth to ground water../�✓ `" 0-4 fX, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O f ------------- ;' f.? r. ......------A•. r /....�. 9 Description of Soil..............2-5----- - �� - � - ice'-mac �. ----•-••••••-••---•••-•••---•--------•--.....•---•-----------------------------•---.....-•-•---•••-•-•-•-•-•--------•-•••-•--••.--•-••--•--•----•---•--•-•-----------•----•---•-•-----•--•---••---•--•- x - --- -------------------- .........:----•-•••••----•-•......----.---•-------.........--•-•---•••---••- ----- r V Nature of Repai s Alterations—Answer when applicableG ................ .----•- ----•--•-•---------- -------------------•---------------.....................-----------....-----------------............................................................ t (r f rya s ed agrees to install the aforedescribed Individual Sewage Disposal System in accordance with th pr 1. s A. TIE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in 50U �R�11 a Certificate of Compliance has been issued by the board of health. a 88 _ Signed 6 Da'c /....... A� ------------•-•-------•--••---•----•----- J T y� Approved By.....- - . ............. Date 4 -----------------------------------------------------------•... •---........._ " tion Disapproved for the following reasons______________________________ ...................................................................•-----_...---------__.....------------......-----------------------•------.._..--•---........................••.. ------•------- Date PermitNo......................................................... Issued.................................................... Date r i 4. FimB THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........OF...... ! .rlGJ� !`-�.G:..e.....---- Applira#iou for Bispwi al Works Tonutrurtiun Vamit Application is hereby made for a Permit to Construct ( A) or Repair ( ) an Individual Sewage Disposal System at: ............ ---- -------- ---- -------------------------- ......----- ... .............................................. . ..............._ ' - -- Location- ss r. F- or ..............lil� � I�!f v ......................................... ..............7 k2... .... Oy�ner t d s... / 2 Installer Address � d Type of Building / Size Lot... . .._hG .Sq. feet Dwelling—No. of Bedrooms........../-_Z_................__......Expansion Attif (. ) Garbage Grinder (,oV o pa, Other—Type of Buildii*... Cafeteria ( ) Otherfixt -----•--------------------------------••--------•-------•---•----------------------------------- W Des v Flow...........................::_____.gallons per person per dAy. Total daily/flow........1�-?_ ....._.._...._____..ga�ry6. WSeptic Tank—Liquid capacity4........ ]ions Length..... -___ Width............... Diameter................ Depth......----__.... x Disposal Trench—No..................... Width_.__..... _._..._.. Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....._'�....... Diameter.__ `------- Depth below inlet-•4._`.�2.... Total leaching area..//ll`.._ sq. ft. Z Other Distribution box ( X) Dosing tank; '-' Percolation Test Results Performed by... f�.:.r.................. ................................ Date_..... �._.✓..'------------ Test ®` . ,tea Pit No. I......?-....minutes per inch Depth of Test Pit----- ...___ Depth to ground water...._......................— G=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .......... f------- ---------------- ,� .......... ...-----------...... O Description of Soil...............0 -.. /f' 1�Y7. .. -��G� A/ r Z i 2-7 J t., ---------- W ...............................................................................................•....___.._____._.._ .__ ____J._�--__,--------.--------•--__-----•--.-.---------------------...... UNature of Repairs r'Alterations—Answer when applicable =.•t __._..n_�_.M ::-....,, ..� � _ : .....:r l� ........................... ......•••-••••••-•-•--•-•••-••-•••••••••••••••-••-••••...............•••••••-••••----•-----•-•---•••••••-----•--••-•--•-•••••••••••-•••••••••••...._._.....-----•......••. A ment rsigiied agrees to install the aforedescribed Individual Sewage Disposal System in accordance with e p gf"'Ll I L s 5 of the State Sanitary Code—The undersigned further agrees not to place the system in o e�atio N a Certificate of Compliance has been issued by the board of health. cpa SOLI Signed--------'.. /.... ....... ............. f ' Joe D` �j• ._� ...._... ...ate .._...... roved B = = -=/•-••••...................... � � �PP y--•••-••••. ••--- ,� Date Disapproved for the following reasons:............................. -•.......................................................•----------------------------........-••-••-•..... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ` �T Clrrtifiratr of Tuutpliattrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--------------- Installer `l -•-•••••----•••...........................•-••--••••......•. has been installed in accordance with the provisions of TITIZ 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..!'S'%'�-fl................... dated.----------------------------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No., . . FEE.--• Z............. Disposal Workv Tuno#r iun truth Permission is hereby granted........... ..... r'-= t''----••-------------------------------------•--•----------------.-•---------.----- to Construct (14 or Repair ( ) an Individual'Sewage Dis osal System atNo........2.2..--- `J am_ ..... ................................G} r—' r!................................................................ Sireet as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... Boardof Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS - GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL •• g•ZONE 2 ar ;• 3 CODE AND ANY APPLICABLE LOCAL RULES. ;3 J C . a• •' p' ` _1= 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE y DESIGN ENGINEER. o .; •. - A4qI .. 411111111"1_4111. 3 4"SCHEDULE 40PVC PIPE WITH WATERTIGHT JOINTS SHALL BE USED IN DISPOSAL --_' '%�-'�• Focus ' = °• � R SYSTEM UNLESS OTHERWISE NOTED. * •3` •+ 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN =• $' ' _ � ` , ' `••` _ ;i•. . •��= . n � ELEVATION = 17.50`FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A i''; � ' .. u,.••: STONE POST(TYP) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF " • , " • ` "' y =. 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. . • • ` • .' •. EXISTING BRICK - 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. LO(iUtJ+ MAP WALKWAY (TYP) ' Q OPPq 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SCALE 1"=2000' 1-7 ME EXISTING D BOX l VFNT N 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK r 15g 98, w FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS N?6° ��, a NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH NG LE'1 CMfJV 1Q 3 o AND DESIGN ENGINEER. G TRENC FLOOD LIGHT(TYP) M 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM BENCHMARK ELEVATION OF 20.00' of EXISTING SEPTIC TANK f 3. -.. _ H / Y ESTABLISHED ON A NAIL SET IN UTILITY POLE#39 AS SHOWN ON PLAN. 3 a EXISTING MANHOLE p ��. oyG `�' COVER TO GRADE (TYP) O EDwARO N76 10"W 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PESCE 61.71' �� ¢ THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT " CINAL 1 _,. , NO. 32001 a 22" OAK EXISTING RAIN a 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES _... EXISTING SIGN / N GARDEN TO THE DESIGN ENGINEER. 1 �L a .BUSH ( P) / = 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. � �\ p 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING / E _ _ _r / �r =.F AVER �'412 -` REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM ,__._L EXISTING WATER `n _ oINLETSAPPROPRIATE AUTHORITY. EDWAR PESC , P.E. DATE SERVICE LINE / BEEHIVE FRAME AND GRATE (TYP OF 2) r a / - ` 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED JL / I UNDER MORE THAN 3FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR ' v TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H 20 LOADING. i.,...._t.P... 1...t..J_.�l_,...1. _,..Y.i 'i �..... i t -- i- .._i__r_ - e,3Q 1� , 0 W 13. DOUBLE WASHED.CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.. , x_-a _3.. �� r 4 1 _ ,� - ` •,.`,• • ',• . 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE 3 _ ` •�.', .•`-`, MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. : ;._," ` / •`. .•, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, BUILDING J _ _-.-- / .-C (TYP) tr✓`? FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). / 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN s RIP RAP coSITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. WOODEN STEPS m 12„ PINE \ I H c� D-BOX N A, 16. PROPOSED PROJECT IS LOCATED WITHIN: 14" PINE '. / / ASSESSOR'S MAP 141 PARCEL 13 6 TWIN PINE - / OWNER OF RECORD: WIANNO KNOLL CONDOMINIUM BOARD OF TRUSTEES l l pVC \•'`C l 727 MAIN STREET - _ ADDRESS: OSTERVILLE, MA 02655 21" PINE SEPTIC SYSTEM _ / X EXISTING FOUNDATION G �® EDGE OF EXISTING FEMA FLOOD ZONE SLAB AREA PAVED PARKING AREA COMMUNITY PANEL# 25001C0544J AS-BUILT PLAN 17. MASTER DEED REFERENCE: DEED BOOK 3485, PAGE 105 AT � .. r" � ,,,` �.. „` � / EXISTING VENT WITH 18. PLAN REFERENCES: 1.) PLAN BOOK 3701, PAGE 287 WIANNO KNOLL CONDOMINIUMS BUILDING F CHARCOAL FILTER WIANNO KNOLL CONDOMINIUMS STONE RETAINING WALL(TYP) BUILDINGS E AND F : ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. •� G O O p / 19. 727 MAIN STREET r / 20, PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 1 - O O / EXISTING TIMBER OSTERVILLE FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY RETAINING WALL MASSACHUSETTS 02666 / R THAN ITS INTENDED PURPOSE. FOR USES OF THIS PLAN OTHER (BARNSTABLE COUNTY) A e / 21. IN ACCORDANCE WITH 310 CMR 16A01 15.405,THE FOLLOWING LOCAL UPGRADE APPROVALS/VARIANCES ARE REQUESTED: N _ �. ROOF OVIER - - / EXISTING 2,500 GAL. 1.) A 0.9'VARIANCE(3.0'-3.9') FOR THE MAX. COVER OVER THE PROPOSED SAS. REFERENCE yu ~' / _ ER/{gNG B ! M / 310 CMR 15.221(7). coo PUMP CHAMBER 2.) A 10.5'VARIANCE (25.0'- 14.5') FOR THE SETBACK FROM THE DRAINAGE BASIN TO EXISTING / / PROPOSED LEACHING SYSTEM. REFERENCE 310 CMR 15.211(1). SEWER LINES / EXISTING 2,000 3.) A VARIANCE FROM PROVIDING A MINIMUM EFFECTIVE LIQUID CAPACITY OF 200%OF THE / GAL. SEPTIC TANK DESIGN FLOW(i.e. 1,940 gpd x 2= 3,880 gpd) INSIDE THE EXISTING SEPTIC TANK. LIQUID EXISTING VISUAL AND AUDIBLE / J CAPACITY PROV'D= 129%, BUT WITH A NEW 2,000 GAL TANK ADDED IN SERIES. REFERENCE REVISIONS ALARM (FOR PUMP CHAMBER) / 310 CMR 15223(1)(b). EXISTING LIGHT POLE 4.)A VARIANCE TO ALLOW A 25% REDUCTION IN THE REQUIRED SAS AREA DESIGN No. DATE DESC. / EXISTING 2,500 GAL. SEPTIC TANK / REQUIREMENTS, PER LOCAL UPGRADE APPROVAL. REFERENCE 310 CMR 15.405(c). / BUILDING E MAP 141 WIANNO KNOLL CONDOMINIUMS / - / LOT 13 / / PREPARED FOR: 83,579.±S.F. / / / Wianno Knoll Condominiums Board of Trustees 1 / ENGINEERING BY: / / } J �r �OGIATE5, IN, / CO Ldwat1a L Pewe, P.E,iE`EDII,AP i l z 451 RAYMON D RD., PLYMOUTH, MA 02360 pence@comcast.net Phone:508-743-9206 - - DESCRIPTION A B / SEPTIC COVER IN (C) 22.5' 13.8' LAND SURVEYING BY: / / SEPTIC COVER OUT(D) 44.2' 23 4' � , / JC ENGINEERING, INC. PUMP CHAMBER OUT (E) 56.2' 33.T / 2854 CRANBERRY HIGHWAY CHAMBER COVER(F) 54.4' 35.7' / / / EAST WAREHAM, MA 02538 CHAMBER COVER(G) 36.8' 26.6' BUILDING D / / 508-273-0377 CHAMBER COVER(H) 38.9' 41.0' CHAMBER COVER(1) 58.5' 60.3' / / DATE:- AUGUST 1, 2016 CHAMBER COVER(J) 63.3' 57.3' FIELD: 41.0' CALC./DESIGN: CJM D-BOX(K) 47.8' SITE PLAN DRAWN: CJM SWING TIE MEASURMENTS SCALE: 1"= 10' CHECK: ELP JOB NO: 3520 SHEET 1 OF 2 I - - I GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION '•• a y. .r METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL .Z•ONE2 •-, Benchmark CODE AND ANY APPLICABLE LOCAL RULES. Utility Pole Nail U P#39 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE Elev. =20.00' DESIGN ENGINEER. , . •. A4,A//V Approx. M.S.L.A � � - 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL •• '' Focus •,:'y\, a T .` SYSTEM UNLESS OTHERWISE NDTED. ' • " ; �-, 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ; ' ��- STONE POST(TYP) L7 EXISTING LEACHING PITS ELEVATION = 17.50 FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A ;` "��. „'y' , :• 41 TO BE PUMPED + FILLED 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF " WITH SAND OR REMOVED THE LINER IS NOT LESS THAN T _ ._, v � HE BREAKOUT ELEVATION. �{��. � .. .;' �' ••�• EXISTING BRICK __. ____y (TYP. OF 4) 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. -jam N o H - WALKWAY(TYP) CJ 3 � ED LOCUS MAP P �OF 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SCALE 1"=2000' q �.. gVEM ' EXISTIR BOX \ ANT N 7. LOCAL BOARD OF HEALTH-AND bESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 15g•9g1 _ O w FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS ` N76 17,10„W '� NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH AND DESIGN ENGINEER. ® o .EACHING TRNC FLOOD LIGHT(TYP) 3 8. ELEVATIONS BASE ON- a y �r, D O PROXIMATE M.S.L. DATUM BENCHMARK ELEVATION OF 20.00 EXISTING SEPTIC TANK / PROPOSED 12 -500 GAL. H-20 of =L Y ESTABLISHED ON A NAIL SET IN UTILITY POLE#39 AS SHOWN ON PLAN. _ 19xT `'�•.�\ CHAMBERS w/STONE IN A O � cy . ° "' p � EDWARD L. �N l N76 10 W 9. CONTRACTOR SHALL VERIFY AL - FRAME AND COVER TO FINISH i s_._. 1 TRENCH CONFIGURATION m _ , _„ k �,. - L UTILITY LOCATIONS PRIOR TO CONSTRUCTION PE SCE a r GRADE (TYP OF 5) 61.71' \1\ Q THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT " CwIL - a 22"OAK PROPOSED RAIN a 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES N0. 32001 _.: EXISTING SIGN � ..� ,-F'.,� -.�Tf GARDEN TO THE DESIGN ENGINEER. BUSH ( P) - TfLf 10. / o ,� ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.. "' _ i _ .._... _ _ . / 4 VENT PIPE - - l'AV f Tfce 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING _;- ME / - _a _, .__., r i [ __ E NT o e --_E a r�Le REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM -... _ _.r, \ EXISTING WATER f,.:._. ._ 19x6 _ _._ r._._.. t TF�f EXISTING CB FRAME AND GRATE T APPROPRIATE AUTHORITY. D ARD L. PESCE, . . - DATE _ 9,U- 1 _f: SERVICE LINE �:. f TfLE O BE REPLACED WITH BEEHIVE FRAME f Le 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED f r�Le AND GRATE INLETS (TYP OF 2) _� ® 19x4 �E UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR `mac -f 3 Og , TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING_ r r *- r 9x4 c 28 N'O� r._�_? _.:_. ,c 10 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. L ' _...- - _ r - ``• c��r= •' 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. - .�o. � .;� . . , � REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY BUILDINGJ <_ 2 T '.'. ." -'4'B TYP FINE 8 ` ) S OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). CHNRCFIIkl.JR, o .a. PROPOSED EDGE OF o �t8Q66 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN F `� 2 PAVEMENT(TYP) C� tar s SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. s, G �� WOODEN STEPS 12" PIN 19x2' " , o PROPOSED 9-OUTLET �' Co ur / )6 ® _ DISTRIBUTION BOX j 16. PROPOSED PROJECT IS LOCATED WITHIN: 6"TWIN PINE 14" INE , ". _ �' ASSESSOR'S MAP 141 PARCEL 13 7r/7// _ ___-- / : WIANNO KNOLL CONDOMINIUM BOARD OF TRUSTEES ,2g. ---- �' � v:��._.:.:T TP 1 OWNER OF RECORD � , / �f JOHN L. CHURCHILL, JR., P.L.S. DATE 21x0 EXISTING D-BOX / 727 MAIN STREET TO BE REMOVED , / "' ADDRESS: 21" P E a: x05 'Q1x1' gyp,' OSTERVILLE, MA 02655 / PROPOSED SEPTIC EXISTING FOUNDATION! = 1: / 20x0' h ti� J EDGE OF EXISTING X 15.3 J "' FEMA FLOOD ZONE SLAB AREA // PAVED PARKING AREA COMMUNITYPANEL# 25D01CO544J SYSTEM STEM UPGRADE 102 0 3 / ", 17. MASTER DEED REFERENCE: DFE'D F30OK 3485, PAGE 105 AT UNDERGROUND UTILITIES TO J�. "' WIANNO KNOLL CONDOMINIUMS BUILDING F r, ' / BE RELOCATED AS NEEDED 18. PLAN REFERENCES: 1.) PLAN BOOK 3701, PAGE 287 WIANNO KNOLL CONDOMINIUMS STONE RETAINING WALL (TYP) o •.,, r ""� BUILDINGS E AND F 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 727 MAIN STREET BW=20. 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY OSTERVILLE 0 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY PROPOSED 2" PVC PIPE FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. MASSACHUSETTS 02655 - / 186, EXISTING TIMBER RETAINING WALL 21. IN ACCORDANCE WITH 310 C(1AR (BARNSTABLE COUNTY) E - o TO BE REMOVED AND REPLACED 15:401 15.405,THE FOLLOWING LOCAL UPGRADE _ a - 24 h APPROVALS/VARIANCES ARE REQUESTED: " 1.) A 0.9'VARIANCE(3.0'-3.9') FOR THE MAX.COVER OVER THE PROPOSED SAS. REFERENCE PROPOSED TIMBER VISUAL AND AUDIBLE ALARM; EXACT - -26 25 310 CMR 15.221(7). / LOCATION TO BE DETERMINED i 26 ! RETAINING WALL 2.) A 10.5'VARIANCE (25.0'- 14.5) FOR THE SETBACK FROM THE DRAINAGE BASIN TO V. c 28 PROPOSED EDGE OF PAVEMENT PROPOSED LEACHING SYSTEM. REFERENCE 310 CMR 15.211(1): BRICK STEP OVERALL SITE PLAN / �_ __ --� MOVED 4'AS SHOWN o � / J,� ( ) . 3.) A VARIANCE FROM PROVIDING A MINIMUM EFFECTIVE LIQUID CAPACITY OF 200/o OF THE DESIGN FLOW(i.e. 1,940 gpd x 2= 3 88_ , 0 gpd) INSIDE THE EXISTING SEPTIC TANK. LIQUID / EXISTING 2,500 GAL: SEPTIC TANK __30- `� 1 T° STUMP TO BE REMOVED TO BE RELOCATED AS SHOWN TW=25.0 CAPACITY PROV'D= 129%, BUT WITH A NEW 2,000 GAL TANK ADDED IN SERIES. REFERENCE / �- REVISIONS. ,� BW=220' AND UTILIZED IN THIS DESIGN T . 310 CMR 15.223(1)(b).4.)A VARIANCE TO ALLOW A 25% REDUCTION IN THE REQUIRED SAS AREA DESIGN No. DATE DESC. E 3� PROPOSED 2,500 GAL. REQUIREMENTS, PER LOCAL UPGRADE APPROVAL. REFERENCE 310 CMR 15.405(c). 6 17 JUL 17 Leaching System Revisions BW= 22.0' e--`C-TEL / E H-20 PUMP CHAMBER 5 9 JUN 17 Relocated Leaching&Tanks - TE`E - E`E 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL 4 10 NOV 16 BOH Comment revisions E----E-E-" J l�` PROPOSED 2,000 GAL. REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 3 18 OCT 16 Leaching System Revisions BUILDING E MAP 141 LIGHT POLE YO BE H-20 SEPTIC TANK /0 3.00, WIANNO KNOLL CONDOMINIUMS / RELOCATED/AS SHOWN c•i LOT 13 PREPARED FOR: 83,579.t S.F: 1 3 0, 1:0' Wianno Knoll Condominiums 0 / J Board of Trustees .62 0 CIS3.0. 12.83, / l o / ENGINEERING BY: 4.0# 21• / � io 4.0� / / =w N / / o LEGEND E� rEE � 50x0 EXISTING SPOT GRADE co RISER WITH CAST IRON FRAME / Ldwa�i P�e•sc+e,P E., IfEL�D&AP / 2 - - - 50 - - - EXISTING CONTOUR AND COVER TO FINISHED / / ® 451 RAYMON D RD ' GRADE(TYP. OF 5) / J 50 - PROPOSED CONTOUR PLYMOUTH, MA 02360 N / Eivc -Eiric EXISTING UNDERGROUND UTILITIES asses me ll:SDS-33 cis 30 Phone 1 NOTES: EXISTING GAS LINE -GAS-GAS-GAS-- - 1.0F 48.1s0, / 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC 2.0 / SYSTEM COMPONENT. -w-wvw-w- EXISTING WATER LINE 2.Or / / 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED -E-E E E- LAND SURVEYING BY: / ) PROPOSED ELECTRIC SUPPLY LINE LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS O 3. / PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT JC ENGINEERING, INC. 0 CONSISTENT WITH TEST PIT DATA. -�ii TEST PIT LOCATION 2854 CRANBERRY HIGHWAY 1.33' b w i � � l / EAST WAREHAM, MA 02538 o BUILDING D / 3.) THERE ARE OTHER EXISTING CONDOMINIUM BUILDINGS LOCATED ON LOCUS O Q AREH M,M / EXISTING 2,500 GALLON SEPTIC TANK PROPERTY THAT ARE NOT SHOWN ON THIS PLAN. 4. CONTRACTOR SHALL RESTORE THE DISTURBED PAVED PARKING AREA BY NOTE: / /� ) s„ „ ,� O O O PROPOSED H-20 SEPTIC TANK DATE: AUGUST 1, 2016 / PROVIDING A COMPACTED 6 LIFT OF a -1 PROCESSED GRAVEL BASE, WITH A 2 / HOT-MIX ASPHALT BINDER COURSE, AND 1" FINISH COURSE. ' FIELD: ; 1.)TOTAL PERIMETER LENGTH=272.12' 2.)TOTAL BOTTOM AREA= 1,423.70 S.F. 5) PROPOSED 2" SOLID SCHEDULE 40 PVC PIPE CONTRACTOR SHALL REPAINT PARKING LINES IN DISTURBED PAVED PARKING AREA. CALC./DESIGN: CJM PLA N LAN PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 6.)CONTRACTOR SHALL RELOCATE UTILITY LINES AS NEED TO PLACE NEW SEPTIC TANK, DRAWN: CJM SCALE: 1"= 10' PUMP CHAMBER, RELOCATED LIGHT POLE. ❑ PROPOSED H-20 DISTRIBUTION BOX CHECK: ELP LEACHING SYSTEM DIMENSIONS PROPOSED 500 GAL H-20 LEECHING CHAMBER -JOB NO: 3520 SCALE: 1"= 10' SHEET 1 OF 2 INSTALL RISER w/CAST IRON FRAME&COVER OVER COVERS FOR BOTH TANKS INSTALL RISER W/CAST IRON FRAME FOR 36" INISH GRADE OVER D-BOX= 20.1'± PROVIDE CONCRETE RISER WITH FINISH GRADE OVER CHAMBERS= 21 .9' - 18.9' PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE TOP OF FOUNDATION 23.11± AS SHOWN. ADJUST TO REQUIRED GRADE w/MIN.2 OR MAX.4 BRICK COURSES DIAMETER MANHOLE ACCESS,NEENAH FOUNDRY CAST IRON FRAME&COVER TO F.G. o „ � OR EQUIVALENT DIMENSION WITH REINFORCED CONCRETE COLLARS. COVERS MODEL#R-1578-A OR EQUAL,OR EQUIVALENT INSTALL RISER W/CAST IRON FRAME&WATER SLOPE @ 2/o MIN. OVER SYSTEM. 3/4 TO 1-1/2 DOUBLE WASHED CG SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. ALUMINUM H-20 HATCHWAY TIGHT. COVER. ADJUST TO REQUIRED FINISH FOR ALL CHAMBERS w/INLET PIPES FINISH GRADE FND. EL.= 22.4 ± ( ) STONE TO CROWN OF PIPE r GRADE.COVERS SHALL BE SECURED TO / - 1 PREVENT UNAUTHORIZED ACCESS. 4"SCHEDULE 40 PVC 2"OF 1/8"TO 1/2"DOUBLE WASHED F.G. OVER EXIST.TANK EL.= 21.0'± F.G. OVER PROP.TANK EL.= 21.3'±' F.G. OVER PROP.TANK EL. 21.9± 5" DIA. OUTLET(S) MIN SLOPE 1% STONE OR GEOTEXTILE FILTER FABRIC 36 TOP OF SAS= 18.00 , EXISTING 4° 9„MIN. 4.8 MAX. SEWER RIPE _-_I 3„ 2" PVC TEE 36"MAX 17.00' SEE NOTE 2F1 P PROP.4" PROP.2" BREAKOUT EL= 17.50 ON SHEET 1 O 2 6„ 3„ 3"DROP MAX 9„ 3 SCH.40 PVC 18.8(TOP OF D-BOX)SLOPE min. 6 3 SCH.40 PVC3DROP MAX „ - _ L 61 + PROVIDE WATERTIGHTo0010„ JOINTS TYP. o 0 0 0 00„ _ 2"DROP MIN 9 SLOPE Q 1%min. 1(7" (TYP.) 0000aoa o 0 00000 34 CONTRACTOR + 2" PVC IN FROM o SHALL VERWY SIZE 90"_ 16.7' 34" 16.4' __._O „ 1 1 PUMP CHAMBER. • 4 PVC OUT TO p oo � AND CONDITION OF 90 ± 16.5 16.15C> CD EXISTING TANK LEACHING FACILITY pp 0 0 O 0 0 20"ZABEL FILTER 48" 30,, 2' oo po po p pp CONTRACTOR SHALL VERIFY MODEL#A100-12X20-VC 17.60 MIN. 17.40 O p p pp pp CONDITION OF EXISTING TEES GAS BAFFLE AND REPLACE As NECESSARY 6" CRUSHED STONE GAS BAFFLE 6"CRUSHED STONE o Oo 00o Op 0 OVER MECHANICALLY OVER MECHANICALLY 6 CRUSHED STONE po p p o 0 COMPACTED BASE COMPACTED BASE OVER MECHANICALLY EXISTING PROPOSED PROPOSED COMPACTED BASE SEE 3.0' 8.5' (TYP) - - .I 3.0' 3.0' 3.0' PLAN 4.83' 2,500 GALLON SEPTIC TANK 2,000 GALLON SEPTIC TANK (H-20) 2,500 GALLON PUMP CHAMBER (H-20) 9 OUTLET DISTRIBUTION BOX TO BE INSTALLED ON A VARIES SEE PLAN (TYP.) Length=12'-2" Width=6'-8" Height=&-2" Length=12'-2" Width=6'-8" Height=T-2" LEVEL STABLE BASE. FIRST TWO FEET OF OUTLET PIPES = *8.65' )c) TO BE LAID LEVEL. 15.00' SEASONAL HIGH GROUNDWATER ELEV. 10.83' GROUNDWATER ELEV.= 4.951 (GW EL. IN WELL AIW 307) 6.35't I TI GALLON I CROSS SECTION VIEW 500 GALLON CHAMBERS CHAMBER END VIEW *CONTRACTOR TO VERIFY EXISTING ' DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE (BASED ON USES wELL MEASURED ON 10-28-15) ELEVATION PRIOR TO ANY WORK& a SEPTICPROPOSED TANK I� � (H-20) H2O WITH BAFFLE - ADETAILS NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE PUMP L I UDETAIL DESIGNT I T TEST PIT DATA TEST PIT DATA PERC NO. 14830 PERC NO. 14830 NOT TO SCALE NO. OF BEDROOMS 14 TOTAL INSPECTOR: David W. Stanton, R.S. INSPECTOR: David W. Stanton, R.S. INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE DESIGN FLOW 110 GAUDAY/BEDROOM SEPTIC TANK DESIGN EVALUATOR: Edward Pesce, P.E. EVALUATOR: Edward Pesce, P.E. DOSING & STORAGE REQUIREMENTS MADE WATERTIGHT. WIRE PUMP AND FLOATS FIRST IN SERIES TO SIMPLEX CONTROL PANEL No. 1-CC2 NO. OF DENTAL CHAIRS 2 o C.S.E. APPROVAL DATE: April 1995 C.S.E.APPROVAL DATE: April 1995 HOOVER INSTRUMENTS. DESIGN FLOW x 200%= 1,940 GPD x 2 =3,880 GPD �N OF 'ASS DESIGN FLOW. 1940 GPD NEMA-1 MFG. OO ERDESIGN FLOW 200 GAUDAY/CHAIR DATE: Octobert 31, 2015 DATE: October 31, 2015 qc NEMA 4 JUNCTION BOX CORROSION RESISTANT& USE EXISTING 2,500 GALLON SEPTIC TANK o� � DOSING REQUIRED: 5 CYCLE/DAY LIQUID-TIGHT CABLE CONNECTORS SUPPORTED TOTAL DESIGN FLOW 1 940 GAUDAY `See General Note#21 on sheet 1 of 2 for variance request TEST PIT#: 1 TEST PIT#` 2 EDWARD L. N�a 1940 GPD/5 = 388 GAUCYCLE CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, PESCE (NO GARBAGE GRINDER) ELEV TOP= 21.05' ELEV TOP= 21.05' " CIVIL 2500 GALLON CHAMBER= (L x W x Liquid level) JOINTS TO BE MADE WATERTIGHT SECOND TANK IN SERIES NO. 32001 2500 GALLON CHAMBER= 11.5'x 6.0'x 5.0' x 7.48 GAUCF DESIGN FLOW X 200 % = 3,880 GAUDAY DESIGN FLOW x 100%= 1,940 GPD X 1 = 1,940 GPD ELEV WATER= < 10.05' ELEV WATER= < 10.05' 2500 GALLON CHAMBER=2 580.6 GAL CAPACITY ) USE PROPOSED 2,000 GALLON SEPTIC TANK 'sTt ° ' SLIDE RAIL(TYP.) USE EXISTING 2,500 GALLON.SEPTIC TANK,AND PERC RATE_ <2 min./inch PERC RATE_ �avnL � 2,580.E/5 CYCLES= 516.1 GAL/FT USE PROPOSED 2,000 GALLON SEPTIC TANK DISTANCE REQUIRED BETWEEN PUMP DEPTH OF PERC= 33' DEPTH OF PERC N/A ON AND PUMP OFF FLOATS: HOISTING CABLE 7 x 19 STAINLESS STEEL TOTAL = 4,500 GAL 1/8" DIA.11,760 LB, STRENGTH TEXTURAL CLASS: TEXTURAL CLASS: EDW RD L. P SCE, E. DATE 388 GAUCYCLE = 516.1 GAUFT = 0.75 FT/CYCLE (USE 0.80'TO PROVIDE FOR BACKFLOW) 2"BALL VALVE w/UNIONS SCH. 80 PVC LEACHING SYSTEM DESIGN 17" GEORGE FISHER CO. MODEL NO.560 STORAGE REQUIRED ABOVE WORKING LEVEL: 1940 GAL. „ INSTALL 12 - 500 GAL. H-20 CHAMBERS W/STONE - g 0" 21.05' 0" 21.05' 2 SCH. 40 TO D-BOX I Asphalt Asphalt STORAGE PROVIDED ABOVE WORKING LEVEL: „-=-_-2"DROP M!N------- ---- REQUESTING A REDUCTION OF 25% PER LOCAL UPGRADE 4�� 20.72' 4�� 20.72' (3.78'x 516.1 GPF)= 1950.9 GAL 13 3 DROP MAX. 2 SCH.40 TEE w/CLEAN-OUT CAP 7-2 BO ALARM ON APPROVAL 310 CMR 15.405(c): Dense Grade Dense Grade STORAGE PROVIDED ABOVE WORKING LEVEL: 1950.9 GAL. 6U' r~S 1/4"WEEP HOLE IN DISCHARGE PIPE 1,940 GPD * 75% = 1,455 GPD REQUIRED DESIGN CAPACITY 9 Gravel 20.30 8 20.30 5-9 LIQUID LIMP ON BASED ON THE CAPE COD COMMISSION METHOD PROPOSED SEPTIC LEVEL b _ - o INDEX WELL: MIW 29 B Loamy Sand B Loamy Sand + c 00 PUMP N N - 2" BALL CHECK VALVE SCH. 80 PVC 100 WATER-LEVEL RANGE ZONE: B 10Y 5/4 Fill SYSTEM UPGRADE PUMP NOTES. _ P.S.I. FLOWMATIC MODEL No. 208S SIDEWALL CAPACITY 10Y 5/6 WATER DEPTH READING:.. 9.41 WATER DEPTH READING DATE: 10-30-15 [SUM of ALL SIDE LENGTHS] (2'HIGH) (0.74 GPD/S.F.) = GAUDAY 20" 19.38' 48" 16.97' AT 1. VISUAL AND AUDIBLE ALARM TO BE MOUNTED CHAM®ERwALI [(3)(10.83')+61.33'+33.73'+8.62'+43.0'+21.55'+22.9'+48.5') (2') (0.74 GPD/S.F.)=402.74 GPD WIANNO KNOLL CONDOMINIUMS SU WATER-LEVEL ADJUSTMENT: 3J0 Perc @ 33 18.3' (2)WIDE ANGLE CONTROL FLOATS Zv 1/4"WEEP HOLE IN DISCHARGE PIPE - _ BUILDINGS E AND F ON EXTERIOR OF BUILDING AS SHOWN ON PLAN. v BOTTOM CAPACITY C 1 Medium Sand C 1 Medium Sand (BARNES 073618) 0 2"SCH.40 PVC DISCHARGE PIPE 2.5Y 7/3 2.5Y 7/3 1: PUMP ON/OFF 120 ACTIVATION [(LENGTH x WIDTH)+(L x W)+(L x W)](0.74 GPD/S.F.) = GAUDAY 45" 17.3' 727 MAIN STREET 2. ALARM AND PUMP TO BE WIRED ON SEPARATE 2: ALARM ACTIVATION USING OBSERVED DEPTH TO GW AT WELL AIW 307 (2) BARNES SE411AU PUMPS, 66 GPM @ _ THE EL. OF GW=4.95' [(43.0'x 10.83')+(33.73'x 12.83')+(48.5'x 10.83')j(0.74 GPD/S.F.) = 1053.53 GPD 80" 14.38' 63" 15.80' OSTERVILLE - 26.25 ON 10-28-15, CIRCUITS. 15.5'TDH, .4 H.P., 115 V, 1750 RPM,115.44"IMP. (EL. OF LAND SURFACE AT WELL=31.2') Medium Sand 2500 GALLON PUMP CHAMBER (H-20) DIA., 2 DISCHARGE PASSING 1-1/2 SOLIDS TOTALS: C-2 +Gravel MASSACHUSETTS 02655 _ OR EQUAL-PUMPS SHALL ALTERNATE 2.5Y 7/6 TOTAL LEACHING AREA PROVIDED: 1,967.93 SQ.FT. 90" 13.55' (BARNSTABLE COUNTY) ADJUSTED G.W. DEPTH: 4.95' + 3.70' = 8.65' TOTAL LEACHING CAPACITY PROVIDED: 1.456.27 GAL./DAY Medium-Fine Sand TOTAL LEACHING CAPACITY REQUIRED: 1,455.0 GAL./DAY 2.5Y 6/2 C-3 Medium--.pine Sand 2.5Y 7/2 DETAIL SHEET \` 144" 9.05, 144" 9.05' M No Mottling, Weeping or Standing Observed No Mottling, Weeping or Standing Observed N REVISIONS: ST No. DATE DESC. 6 17 JUL 17 Leaching System Revisions 5 9 JUN 17 36" Dia. Pump Ch. Manhole 4 10 NOV 16 BOH Comment revisions e er, 3 18 OCT 16 Leaching System Revisions c 18x9' - PREPARED FOR. PROPOSED RAIN GARDEN PLANTINGS: RO OSED Wlanno Knoll Condominiums -SWITCH GRASS Board of Trustees PROPOSED EDGE OF PAVEMENT c fie, 22�yC s�. PALE PURPLE CONEFLOWER rc ♦ PROPOSED RAIN 1p � D� fi2.250 W/CAPE COD BERM e/% -BLUEF GRASS GARDEN - NEENAH FOUNDRY CAST IRON FRAME BLUEFLAG IRIS ENGINEERING BY: i -JOE PYE WEED &COVER(CATALOG NUMBER R-2561-A 19x3, e/ `�J w rie EXISTING CB FRAME AND GRATE TO Q -OTHER PLANTS AS APPROVED BY DESIGN ENGINEER OR APPROVED EQUAL) RAIN GARDEN PLANTINGS(TYP) ^ CD BE REPLACED WITH BEEHIVE FRAME t=-? 0 a A RATE INLETS (TYP OF 2) A � + Q A M � w W W W ry f & ASSOCIATES, EX. PAVEMENTv«, �` j ��77�/ Qry PROPOSED 3'± GAP IN CAPE COD �`'�. �w -,1 n S. - 1 rr 451-RAYMOND 'RD P. HANIaBEL w- W .v W +D DV W W W •4 W W - BERM W/ RIP RA C '�. OPT=6:1 SLppE' ' I 4 LAYER OF LOAM -on D PIYMOUTH. MA A23ib0 TYP. ®F 2 w w ,,. .v w .v�\ w' � .v \ ( ) - , � . .: . -.. :.. �--G'I'1�- yests@�camcask.nek Phones508-743-9206 11:508-333-7630 FAX, 0.625 r / 22.250 - --=-=- � �- III III=1II-� 17= - 1=fME 19x3' \ 22.000 t 19.375 1.500 (-1 I I-1 11-1 I-) I I ( I- .�._---BEEHIVE GRATE FLANGE EL.=18.9_ 19x2 „ 7.000 LAND SURVEYING BY: (TYP, OF z) - co 1.250 } ®®�� JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY 8 E EDGE OF PAVED 6.o00 EAST WAREHAM MA 02538 0.625 �--- 20.2501 EXISTING LEACHING CATCH BASIN (TYP OF 2) PARKING AREA / / '`� , 508-273-0377 SECTION A - A 149 SQ.INCH - 28.250 PASS AREA DATE: AUGUST 1, 2016 BEEHIVE INLET GRATE DETAIL RAIN GARDEN CROSS-SECTION FIELD: (NEENAH FOUNDRY CAST IRON FRAME & COVER) NOT To SCALE CALC./DESIGN: CJM RAIN GARDEN DETAIL (CATALOG NUMBER R-2561-A OR APPROVED EQUAL) DRAWN: CJM SCALE: 1"=5' NOT TO SCALE CHECK: ELP , JOB NO: 3520 SHEET 2 OF 2