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HomeMy WebLinkAbout0000 DARBY WAY - Health -0- DARBY WAY Osterville A = 143 -'040 003 ,, j i r No. o / Fee �-•/' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal 6pstrm Construction Permit x. Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ®—DRI' q .uhq Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1143 oq6 oo3 �(�� g lN{�t� L�fV141" 'e Installer's Name,Address,and Tel.No.S` #77 cl)—7- Designer's Name,Address,and Tel.No. S �aC 1 n RI 10 act f►l�S'4 Xtea' l V t e Type of Building: Dwelling No.of Bedrooms 3-7 Lot Size j< �/ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date / Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �e Q 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 not to place the tem in eration until a Certificate of Compliance has been issued by this Board of Date Application Approved b Date Application Disapproved by Date for the following reasons Permit No. WN? � Date Issued Fee' THE COMMONWEALTH-OF-MASSACH'USETTS "Entered in computer:- PUBLIC HEALTH DIVISION.-TOWN OF BARNSTABLE, 6SSACHUSETTS Yes application for Disposal OnstrUttiOn Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. o W l bq W a� Owner's Name,Address,and Tel.No. G� Assessor'sMap/Parcel aN3 oqb oo3 h��r 1 ¢ • wV1e, DS-T-efVI I1, d F Installer's Name,Address,and Tel.No. � 4(77 O1 Designer's Name,Address,and Tel.No. ons Ex�a af�n W Echo kj Aaf 0 13,4xT ,or d Type of Building: Dwelling No.of Bedrooms J / Lot Size `7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria(; ) y� Other Fixtures one Resign Flow(min.required) gpd Desigr flow provided gpd --Plan Date .w Number of sheets Revision Date Title J Size of Septic Tank Type of S.A.S. Description of Soil v . Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: k, 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 . d not to place the tem in eration until a Certificate of Compliance has been issued by this Board ofi Date Application Approved b Date -5 Applicaiion Disapproved by Date for the following reasons r Permit No. ` Date Issued .. --------------------------------------------------------------- ---- --------- -= ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed X Repaired( ) Upgraded( ) Abandoned-(- )by 2 "ffq 7,1 C at has been cons cte in a dance , with the provisions of Title 5 and the for Disposal System Construction Permit NOA. dated Installer Designer i #bedrooms Approved design flow gpd = The issuance of this permit shall not be cons rued s a guar fee th7 he system#Nctioll fa as es'gn' (//� Date a i? .Inspector / i -------------------- - -------------------------------------------------- No. Fee .�r`/�' THE COMMONWEALTH OF MASSACHUSETT9 PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem ConstCUCtion Permit Permission is hereby gr ed to Const c ( IZepair( ) � l Upgrade( ) ,A)iandonj(o )" System located and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with " Title 51 and the following local provisions or special conditions. t Provided:Construction mu a co plete within three years of the date of this permi / AZ Date 1, Approved by .t PY3- 040-- 03 Commonwealth of Massachusetts Title 5 Official Inspection Form I' Subsurface Sewage Disposal System Form -Not for Voluntary Assessments O Darby Way 0i�� v Property Address Osterville Landing Home Owners Association Owner Owner's Name �> information is %_ required for every Osterville MA 02655 10-18-18 . page. CitylTown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When \\`"U►tttulltllUpa�,, filling out forms. A. Inspector Information f�a- ;��� .• "' sqc on the computer, James D.Sears JAM ES yN use only the tab = rn key to move your Name of Inspector _r v> cursor-do not Ca ewide Enterprises * # use the return ,o key. Company Name T TIF VQ153 Commercial Street ° iNSpE��°� —Idl Company Address Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S 1623 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 t 10-26-18 pector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original 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. t5insp.doe-rev.712612018. Title 5 Of4ci2.Inspection Form:Subsurface Sewage Dispose)SysWm•page 1 of 18 6 a5ed Xed dH 0 6 b 6 8 60Z 9Z 130 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is OSteNllle required for every MA 02655 10-18-18 page. Cityrrown Slate 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 310 CMR 15,304 exist. Any failure criteria not evaluated are Indicated below. Comments: Note: System is for 11 home's. System is behind #48. Bioclere system. The system is a 9,000 Gal. Tank 4,500 Gal.Tank Bioclere clarifier to 7,000 Gat Pump chamber, 18 Leaching Trenches 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 ❑ NO (Explain below): 15in5p.doc•rev.7,2812018 Titte 5 Official Inspection Form:Subsurtace sewage Disposal system-Page 2 of 18 Z a5ed Xed dH 0 6:b 6 9 MZ 92 130 Commonwealth of Massachusetts �. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments O Darby Way L Property Address Osterville Landing Home Owners Association Owner Owner's Name information is Osterville MA 02655 10-18-18 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 pumpslalarms 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 ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ NO (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 ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (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: 15insp.doc-rev.7/2612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 abed xe� dH UV I. 9 60Z 9Z 100 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owners Name information is required for every Osterville MA 02655 10-18-18 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: ❑ 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: 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 t5imp.dx•rev.MUM 8 Title 5 Official Inspectlon Form.Subsurface Sewage Disposal System•Page4 of 18 r a5ed xed dH 0Vb I. 8 60Z 9Z Y)0 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments E 0 Darby Way Property Address Osterville Landing Home Owners Association Owner Owners Name information is required for every Osterville MA 02655 10-18-18 page. City/Town State Zip Code Date of Inspection C. Inspection Summify'(cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in lEE4M is less than 6" below invert or available volume is less than '/:day flow ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy Is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 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 CA. 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—IW PA)or a mapped Zone 11 of a public water supply well 15insp.doc•rev.7l25l2018 Title 5 Official Inspection Form:Subsurface Sewspe Disposal System•Page 5 of 18 5 a5ed XeJ dH UV I. ME K 1D0 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments C h r O Darby Way Properly Address Osterville Landing Home Owners Association Owner Owners Name information is required for every Osterville MA 02655 10-18-18 page. Clty(Town 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 should contact 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? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as NIA) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of 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? 11 ® Was the facility owner (and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health, ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(5)] t5insp.doc•rev.U2612018 Tide S Official Inspection Form;Subsurface Sewage Disposal System•Page 6 of 18 9 a5ed X U dH 6 V I. ME R 100 Commonwealth of Massachusetts Title 5 Official Inspection Form I Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 0 Darby Way Property Address Osterviile Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 37 Number of bedrooms(actual): 36 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 4,070 Description: Number of current residents: NA 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 El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2016-312,000Gal g ( y g (gp ))' 2017-380,000Gal's Detail Sump pump? ❑ Yes ® No Last date of occupancy: Present Date t5lnsp.doc-rev.7261201a Title 5 Official Inspecdon Form:Subsurface Sewage Disposal System-Page 7 of 16 abed Xe� dH 1,Vt71. 8 60Z 9Z 100 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CM 15.203): Gallons per day(gpd) Basis of design flow(seatslpersonslsgft,etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If 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: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes,volume pumped: gallons How was quantity pumped determined? Reason for pumping. t6insp.cloc rev.7/2612018 The 5 Official Inspedon Form:Subsurface Sewage Disposal System-Page 8 of 18 g a5ed xed dH Z L:b 6 9 60E 9Z IDO Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 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 ❑ Shared system (yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternati've 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): Bioclere clarifier Pump chamber Approximate age of all components, date installed (if known)and source of information: 2015 permit #2015 140 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 901,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.): PVC Pipeing t6msp.doc•rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 6 @lied xeJ dH Z 6:b 1, 9 602 9Z hp i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owners Name information is required for every Osterville MA 02655 10-18-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont) 6. Septic Tank(locate on site plan): " Depth below grade: feet 82" 96 aC! Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 9,000 Gal. 45,000 Gal: Sludge depth: 3" Distance from top of sludge to bottom of outlet tee or baffle NA Scum thickness 1 Distance from top of scum to top of outlet tee or baffle NA Distance from bottom of scum to bottom of outlet tee or baffle NA How were dimensions determined? Asbuilt-Plan-Tape Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): System is two tanks 9,000 Gal. &4,500 Gal. H-20. Both Tank's at working level wlcover's at grade. In and outlet tees. Note:Tank#2 outlet tee has a large filter. t6inspAcc•rev.726/2016 Title 5 Official Inspection Form:Subsurface Sewage Disposal system-Page 1 o of 1 a 0; abed Xed dH Z 6:t,6 21.0E 9Z 130 i Commonwealth of Massachusetts Title 5 Official Inspection Form ujvv�' i` Subsurface Sewage Disposal System Form •Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): B. Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.712812018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 6 abed xed dH £6:t7 6 2 1,0E W 100 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 0 Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page, City/Town State Zip Code Date of Inspection D. System Information (cant.) 8. Tight or Holding Tank (cunt.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date. Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No Box 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.): t5insp.doc•rev.712612018 Title S Official Inspection Form:Subsurface Sewage Disposal system-Page 12 of 18 Z abed xed dH E V 6 8 60Z 9Z 1)0 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page. CityrrDwn 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.): Pump chamber is 7,000 Gal. Precast H-20 wlcovers at grade, Chamber is clean w/two pump's. Pumps 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: ❑ leaching chambers number: ❑ leaching galleries number: ® leaching trenches number, length: (18)2*x2'Dx50' ❑ 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 E abed Xed dH E 6:t,1. 9 60Z 9Z 100 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 0 Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name Information Is Osterville required for every MA 02655 10-18-18 page, City/Town 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 18 pressure dose trenches 2'x 2'x 50'.Ck end cap's clean water w/pressure. Leaching good 12. Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp,doc•rev.MOM Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 16 q 6 a5ed xe:1 dH V1,471, 8 60Z R h0 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments opiPt O Darby Way Property Address Osterville Landing Home Owners Association owner Owner's Name information is required for every Osterville MA 02655 10-18-18 page. City/Town Stale 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.): t5insp.doc-rev.712812018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of'8 5 abed xed dH �i,:b 6 8 60Z 9Z 1:)0 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments v O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-18-18 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 t5imp.doc-rev.7I26l2018 Title 5 Oftal Inspection Form:Subsurfaos Sewage Disposal System•Page 16 or 18 9l, a5ed xeJ dH b 647 6 8 XF R 100 Assessing As-Built Cards Page 1 of 2 TOWN OR BARNSTABLI LOCAITON j r / I I: I SEWAGE k VILAGE t 1 ASSESS �•; J s�L I �[C' OR S MAP&PARCEL_ E�,STAL.LER'S NAME h PHONB-t40. /"c- SEPTIC TANK CAPACTIT LEACHING FACUA Y:�rypc) J n I NO.OF BEDROOMS J I . 'J OwI R PERMIT DATE: OWULL•+NCC DATf;; � �r seCZMtion Dislwce Between M-i1-m.1k*nged GmuodwaterTehle to dx Botmm ufLe�ehlns .,mty � F, Privalc Water Supply Wed1"LeachiogFac ay((reny Melle etivt oa sae oraiddii 200fee1 otleerlil�fatiliry) Feet Edge of WaimW and teaching raciiity(if any WetlW 5 Gist within I 100 feet arleac"g facility) Fed FURMSF ED OY I f.W,b nc I I DI e.ay moar�e a cm:.k M!e.e'x ➢�rxa°rOHey J 1F'a e�av uw ^_nmo ear BxiW 7 WMe67 MWD 0°10=Q,I./T%m Ci0 Mao, IeneeeR a�a—. n'°mR . l rec'b3n PAPA:I !uY� t I �4,Pk M/r NM QMIR.Llt 10 � li tJeB�J7'[ I•2e °��� I eDse MRft 12lm'2/5g2 Pc nt ' r.,e• k,�,up.k G1PI � � INN ta„Teal 1 . ' I II II II 'j 1; I� tl Ij.I• I VePVlraepR:ual ' I I t 11 it II.II II I � 1 ew 4 .1 1 ,11 I ( I I I n�:o/i I' II II II II I' I I I 'I I I It 11 'I II I' II [t I uv w!uf PN16Fi7�Oea-ODe. • I I I I I I I I I f l { I I I! 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W °r eeae av w.y.W KAC e'IDt tl on nooPel i N uai Nn•.NM rAvur1 iyn,otcee UtYJrr rAFEVAi lri►L� eo.o.<ua on+aaL I u-: 4 PAM.113.011 NA N1t1 cm N/r TOM OF eet61AA: 01 271e2 rL9t.pewee 1 http:r/wuu=.townofbarnstable.usrAssessing/HMdis'Play asp?mappar—I 430400038-seq=1 9i25!2018 LL'd LL6b-LLb-80S sasudJs a Innede lu 3 P. 0 e6VOL'9lWOO L 6 abed X2J dH b 6 b 6 9 60Z 9Z 100 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 0 Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name Information is required for every Osterville MA 02655 10-18-18 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)and 6 (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 ys� �U, �v7lo,K oCI:R�N/NL Sj N o 6,W 15insp.doc-rev,7l26f2018 Title 5 Official Inspection fam:Subsurface Sewage Disposal System•Page 18 of 18 8 abed XPJ dH 9 647 6 8 XE R 100 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments O Darby Way Property Address Osterville Landing Home Owners Association Owner Owner's Name information is required for every Osterville MA 02655 10-1 B-18 page. City/Town State Zip Code Date of Inspection Q. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Na Estimated depth toi( igh ground water: 10, feet Please indicate all methods used to determine the high ground water elevation: y ® Obtained from system design plans on record If checked, date of design plan reviewed: 10-19-99 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: T.H. on Design plan 10-19-99 10' no G.W.. Bottom of leaching at 4.5' below grade. Bottom of leaching at 5.5'above T.H. Depth. Before filing this Inspection Report, please see Report Completeness Checklist on next page. tSinsp.doc-rev.712 512 0 1 8 TWe 5 011dal Inspection Form:Subsurface Sevage Disposal System-Page 17 of 18 6 6 abed Xed dH 9[:t,1. 9 602 9Z 100 Tower off. Barnstable Department of Regulatory Services nnnrtern>ar a Public Health Division D .MAWL Date A n'634• � 200 Main Street,Hyannis MA 02601M 0 PfD MP.`l A Date Scheduled_ Time Fee-Pd. V Performed BY: N Witnessed BY: GENE INFORMATION Location Address D a4l Owner's Nnme �W �y�0 LLL• Address q 0 Assessor's Map/Parcel: �v �Y0- 0o3 Engineer's Name NeW C-ONSTR.UC-noIV REPAIR Telephone It 4 b o Q`Z Land Use _U9V42'h Y L---- slopes(96) 1 .2e D Surface Stones Distances from: Open Water Body . ft Possible WetLAr'ea ft Drinking Water Well - ft Draihnge Way ft Property Line R Other fit SKETCH.,(Street name,dimensions of,lot;exact locations of test holes&perc tests,locate Wetlands(a proximity to holes) :t 1J ,1 4r'At1 " • 2 Vij C , � ` , Parent material(geologic) 1�— Depth to Bedrock Depth to Groundwater. Standing.Water in Hole: Weeping fl'otn Pit Pilo Esdmoted Seasonal High Groundwater i)E'I'Eflt1VI9:NAflON FOR SEASON.AAL HIGII WATER TABLE* ABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil Inottles: Ill, DcpLlr to weeping from side of obs.hole: ill, Oroundwater AdJualttlent ft: Index Well 1t Reading Dnte: . Inndex Well Leval Arj,Motor Adj.Clrvuhdwuler Levkl E.ERCOLATION TEST Date Observation Hole It s�.I-,(=--- "Cltnn at 9" Depth of Peru Time at 6" � - _- Start Pre-soak Time @ 7 Tima(9"-6") " End.Pre-sonic l,L • o _ Bate Min./loch ��L �ZV�1^ 1\141 P_\ Site Sul lability Assessitcnt: Site Passed_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- **-*If percolations test is to he conducted within 100' of wetland,you must first notify the Barnstable Con➢sea-vatiOu DAYASio➢a at lust One (1) week prior to beginning. Ct:\SBl'T[C'\pf1RCl'OR.M.I:)OC I f. n i Town of Barnstable * * BARN5TABM 9� Board of Health Arfo�.�a 200'Main Street, Hyannis MA 62601 Jan. 15, 2014 Mr. Matthew Eddy Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: -0- Darby Way (formerly: 459 Old Mill Road), Osterville M/P 143-040-003 Variance Decision Dear Mr. Eddy, You are granted a variance on behalf of your client, Osterville Landing, LLC, to construct an innovative/alternative shared system at 459 Old Mill Road, Osterville. The proposed plan was prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 9,000-gallon first-compartment septic tank, a 4,500 gallon second-compartment tank, and a 7,000 gallon pump chamber, Bioclere secondary treatment unit, and a soil absorption system consisting of 18 50'x2'x2' stone trenches. The variance granted is as follows: 310 CMR 15.221(7): To place more than 36 inches of soil cover over the top of the system. This variance is granted subject to the following conditions: (1) The septic tanks shall constructed of H2O (heavy duty) loading. The plan shall be revised to note this requirement. (2) Soil and percolation data shall be confirmed prior to or at the time of installation of the septic system components. (3) The wastewater shall be tested quarterly during the first two years of operation. Q:\WPFILES\MatthewEddyDarbyWayOsterville 11 HomeDevelopmentVarianceREVSED.doc t (4) The influent and effluent shall be tested for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen, Nitrate-Nitrite. (5) The effluent shall be the following concentration limit for total nitrogen: 15 mg/liter. (6) After two years of operation (sometime in 2016) the applicant shall appear before the Board of Health during a public meeting to present the results of the influent and effluent testing. (7) The applicant shall submit a letter to the Board of Health indicating that the parcel reserved for drainage marked as "Lot 12 Stormwater Management Parcel" shown on the revised plan will not be built upon. (8) The applicant shall submit a letter to the Board of Health indicating that the parcel reserved for sewage treatment marked "Wastewater Treatment Area" shown on the revised plan will not be built upon. Sincerely yours, Wayne Miller, M.D. Chairman Q:\WPFILES\MatthewEddyDarbyWay0sterville 11 HomeDevelopmentVariance.doc r ;'AQUAPOINT.3 LLC AUTHORIZATION FOR 39 Tarkiln Place PROFESSIONAL SERVICES New Bedford,MA 02745 Tel. 508-985-9050 / Fax 508-985-9072 'r Date: February 10, 2015 1 TO: Kendall and Welch Construction,Inc. ! P.O. Box 490 Project:I Osterville Landing Osterville,MA 02655 i ETe AZ�jgoo Fa vsog 142V Location: Darby Way Email: ron@kendallandwelch.com Osterville,MA 02655I Contract Cost: $2040/year labor& reporting Aquapoint.3 LLC will perform the following $1000/year sampling professional services relating to the referenced project. Contract Duration: Two (2)years SCOPE OF SERVICES: 4 • Aquapoint.3 LLC will perform the services outlined in Attachment"A±'regarding the Operations and Maintenance of the Bioclere Wastewater Treatment System at: Osterville Landing Darby Way , Osterville,MA 02655 SUBJECT TO TERMS&CONDITIONS ON AUTHORI r FOR A UAPOINT.3 LLC REVERSE SIDE 1 ❑ We are roceedin with By: p g services)noted as per your direction. Immediate notification in writing is Lin al K. Garnett,Member required if you wish to alter this authorization. Date: February 10, 2015 ❑ Please execute this agreement authorizing us to proceed. No services will be performed until you AUTHORIZ IENT° return this agreement with authorization in writing. ❑ This document will become our original agreement. By: I Title: ,;&w Acceptance of this agreement by signature authorizes f ; ,.,I�," Aquapoint.3 LLC to proceed as described. This proposal a � �✓ expires in 90 days if not signed by both parties. Date: I PLEASE SIGN AND RIETURN ONE COPY i 11 I: AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 1 of 6 1 i I i Aquapoint.3 LLC i 39 Tarkiln Place.,New Bedford,MA 02745 j Tel. 508-985-9050/Fax 508-985-9072 STANDARD CONDITIONS FOR ENGAGEMENT t November 1,2013 Service Contract—Fixed Fee COMPENSATION FOR SERVICE CONTRACT: Compensation for services is based upon the fee given for a project. CLIENTS are advised that Additional Services requested beyond the scope covered by the fee proposal or change orders attached thereto will be based upon the timelinput according to our current hourly fee rate schedule. Fee proposals for services are prepared to the best of our{ability based on facts available at the time of submission. TRANSPORTATION: Time spent traveling, when travel is in response to an alarm, work will be charged for in accordance with the fee schedule. Automobile and/or truck expenses for personal or office vehicles will be charged at a rate of$0.55 per mile plus tolls and parking charges.i SUBCONTRACT SERVICES: We may engage subcontractors and/or other professionals to perform required services such as engineel ing consultations, soil borings,drilling,construction,etc. That contractor's charge plus a service charge will be added to our fee. RIGHT OF ENTRY: Unless otherwise agreed,the CLIENT authorizes right-of-entry on the land for us to perform operation and maintenance tasks,take samples,make measurements, soil tests, or other required explorations. Access to the system will be at grade. We will take reasonable precautions to minimize damage to the land from the use of equipment,but we have not included in our fee the cost of restoration of damage that may result fiom our operations. If we are required to restore the land to its former conditions,the cost of doing so will be added to our fee. 1 PAYMENT: Invoices will be rendered annually. The CLIENT agrees invoices are due and payable within 30 days from the date of invoice. Amounts past due are subject to a service of 1.5%per month(18%annually). The CLIENT agrees to pay reasonable attorney's fees and any collection agency fees incurred in the collection of any amount owed thereunder and not paid when due. 1 INSURANCE: We are covered by Worker's Compensation Insurance and General Liability Insurance. We will furnish certification upon request. OWNERSHIP OF DOCUMENTS: All documents, including original drawings,specifications,field notes,and data,are and shall r4ain the sole and exclusive property of the CLIENT. The operator may,at his/her expense,obtain record printslof documents,in consideration of which the Operator will use then solely in connection with the above described project. USE OF DOCUMENTS: Services performed and documents prepared under this agreementlshall be for the benefit of CLIENT only andt may not be relied upon by any third party(ies)unless specifically agreed to in advance. INDEMNIFICATION: The CLIENT will agree to limit our liability for services furnished to the CLIENT to those portions of this agreement undertaken by us and in an amount not to exceed our fee. The CLIENT agrees to require a like limitatiop from any contractor engaged to perform work for which we have provided reports,plans,and/or specifications. The CLIENT shall further indemnify and hold us harmless from any liability resulting from the acts, errors or omissions of the CLIENT or CLIENT's Agents,contractors or assigns. Such indemnification shall include the cost of defense arising in any way with claims connected with any such liability as may arise out of Engineer's sole negligence in performance of services. WARRANTY: Our services will be performed in accordance with generally accepted practices and professional standards. This warranty is in lieu of all other warranties expressed or implied. ELECTRONIC FILES: Electronic files are transmitted for informational purposes only and at the request of the CLIENT or CLIENT's agent, Aquapoint.3 LLC's official product is limited to its signed and sealed hard copy of any documents. The CLIENT agrees to hold Aquapoint.3 LLC harmless for any damages incurred from inappropriate or illegal uses resulting from any electronic transfer of information that was requested by the CLIENT or CLIENT's agent. f , TRANSFER OF PROPERTY: If ownership of the property changes,it is the responsibility of the CLIENT to notify Operator in writingi A transfer notice is attached. i FORCE MAJEURE: Aquapoint.3 LLC shall have no liability for any failure to perform or for any delay in performance due to circumstances beyond its reasonable control. { I i i AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 2.of 6 r f E } ATTACHMENT 1 OPERATION AND MAINTENANCE SCOPE OF SERVICES; i The following is a summary of the scope of services to be provided by Aquapoint.3 LLC, for the benefit of the Bioclere®Treatment System owner: The treatmentsy stem shall be operated by a Certified Wastewater Plant Operator in accordance with the requirements of 257 CMR 2.00 and the Board of Certification of Operators of Wastewater Treatment Plants. The treatment system shall also be operated in accordance with the conditions imposed by the Massachusetts Department of Environmental Protection under 310 CMR 15.000 Title 5 of the Massachusetts State Environmental Code for provision use and with the local Board of Health. Reporting of test analyses will be done in conformance with applicable state and local regulations afs stated on the permit for the use of the system. I EQUIPMENT MAINTENANCE 1. Within the design capacity and capability of the equipment,maintain the Bioclere®for the benefit of CLIENT. 2. Certify and document all maintenance for the Bioclere®. Maintenance reports will be provided on a quarterly basis or by request of the CLIENT. I 3. Certify and document all repairs to the equipment. 4. Perform other services that are incidental to the services specified here including facilitating emerg ncy repairs in the most expeditious and cost effective manner at an additional cost as requested by CLIENT. 5. Pump maintenance to be performed in accordance with manufactui er's specifications by subcontractor and invoiced by them directly to CLIENT. 1 6. Check grease trap and septic tank. BIOCLEREO MAINTENANCE i I A. Standard maintenance as follows: 1. Check general condition/appearance of unit. 2. Check vent flow,odor. 3. Check general condition of fan box including internal andlexternal wiring, lock,latch,gasket ,etc. 4. Check quiet fan operation. 5. Check condition of cover locks, latches,gaskets. 6. Check and characterize biomass. } 7. Check recycle pump operation,timing,amperage and effluent clarity. 8. Check dosing pumps operation,timing,amperage,effluent clarity and spray pattern. 9. Check general condition of dosing assembly. Clean nozzl';es if required. 10. Check general condition of control box including locks,gaskets,etc. 11. Check control box switches,alarms,timers,etc. 12. Complete and maintain service report file. B. Maintenance frequency as follows: 1. Initial start-up visit to ensure proper system operation. 2. Monthly Operation and Maintenance visits to perform standard Bioclere®maintenance or as specified by permit. j t i I I AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 3 of 6 i ' C. Bioclere®Sampling: 1. Collect quarterly effluent samples as amended by the D.E.P. in it's"for reduction in sampling or inspection of I/A systems"dated 12/18/07. i 2. Influent and effluent shall be sampled and monitoring in accordance with the following schedule. The effluent shall be collected at a point of flowing discharge following the Bioclere_units. Parameter Frepuencv Sample Type {. CBOD5 Quarterly Grab TS S Quarterly Grab pH Quarterly j Field Total Kjeldahl Nitrogen(TKN) Quarterly Grab Nitrate Nitrogen(NO3-N) Quarterly i Grab Nitrite Nitrogen(NO2-N) Quarterly Grab Ammonia Nitrogen Quarterly fi Grab Alkalinity Quarterly Field 3. All effluent samples shall be collected in appropriate containers and delivered by courier to a State-certified laboratory for analysis. 4. All analytical results shall be compiled and submitted to both the Department of Environmental Protection (DEP), Aquapoint.3 LLC, local regulatory bodies as required and the CLIENT on an acceptable form in accordance with permit requirements. 1 I NOTES: j 1. Aquapoint.3 LLC will perform no procedures requiring confined entry. 2. Services under this contract specifically do not include or cover any responsibility for system malfunction attributed to process design, equipment!specified and/or installations as provided by others. 3. CLIENT must provide access to all Bioclere®System components at time of quarterly 0&M visits. 4. This service contract assumes permanent occupancy I of the dwelling or facility. The Owner shall notify Aquapoint.3 LLC if occupancy becomes seasonal. 5. Aquapoint.3 LLC will notify the appropriate authority of any event of electrical or mechanical failure within the treatment system, or of any event which may adversely affect the performance of the treatment system. E 6. In the event that the system alarm is activated or the system fails, the OWNER shall notify Aquapoint.3 LLC who shall notify the DEP and Board of health within 24 hours aind corrective action shall be taken immediately. i j { r I AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 4 of 6 .. I i { I ATTACHMENT 2 i I COST OF SERVICES Ii 1. The yearly fixed fee costs for Operation&Maintenance shall be as follows: Operation&Maintenance and reporting: $2040.00 yearly -Billed Quarterly Sampling $1000.00 yearly- Billed quarterly 2. Any services beyond those noted,including responding to alarms,will be invoiced at$85.00 per hour! *In the event that state or local regulatory bodies change sampling requirements and/or Operation i Maintenance requirements,the yearly cost estimate will be revised to reflect these changes. f Submitted by: AQUAPOINT.3 LLC I a�eu� a io aoi5 Linda .Garnett,Member Date I i I l Accepted Bioclere®Owner Date i 1Cr u G'r.D - i i PLEASE SIGN AND RETURN ONE COPY i I i AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 5 Of G i } TRANSFER NOTICE 1 Date: In accordance with the Operation&Maintenance Agreement between4Aquapoint.3 LLC and With respect to the property at Notice is hereby given of transfer of this property to: i Name: t Address: i Tel. No. }Effective Date: — Therefore, please transfer this Operation& Maintenance Agreement from: To: f i a i Signature of Owner ! k Signature of Assignee i j AQUAPOINT.3 LLC O&M AGREEMENT NOV13 r Page 6 of 6 �1015 07:57 From:BARNST HEALTH 15037906M4 /� J�/Too::/915oe7717622 P.2/2 (f 00 A f �J {1 +e ... •, •, .. _ ant B.{R^,^ • New IIA System Permit Summary Sheet Site Information Town: Lf- a, Town Perrnit# Assessor MaplParcel: -,-o "o - v c>3 Unique Townll) # Site Address: O Cw'dA q C7 ib`(kj t L t ►Q 1 D �R�((t t �`^#�. Owner Name: Alternate Name _ Homc Phonc: Mailing Address: P:O"Q 110 T, Work Phanu: 520y L-12b ST'f I`LLf f"k, 016:rr Title 5 Information Building Type/Use: t�jt41-1-15OGL-f �{)w►�t, :` , ;Design Flow: ® o (9pd) Seasonal Use? Yes❑ No-14 Unknown (_] Bedrooms: (-E Titic V N,S.A.? Ycs❑ No& Unknown❑ Lot Size: Non-standard components: Please list all components e.g. 11A troatnient unit,pump chamber, pre-and post equalization tanks, pressuro distribution SAS, effluent filter, UV unit, ct ., and maintenance schedule for each componenr e.g. quarterly, 2xlyr, annual, etc. 'g t'o Ck prQ A v%l C _ IIA Treatment Unit ii ,,,, (cf.L, u sK. t��4� Make and Model# l o C�eAf �v�e\ Z`I 3 DEF Perm.it Type: (XGenetal Board Approval Date: 2 oiy COC Date: n Provisional O & M Contract Entity, m o 7 El Remedial Contract Start Date: 2-1 it I tr Contract Duration: �,ueett-s ❑ Pilot Unit Installation Date: ZOt Unit Startup Date: 7_ tg a(S DEP Permit ID#:• Influent/Effluent Monitoring Requirements*and Water Quality Limits Please indicate water quality paramelers Thal must be monitored and any town mandated water quality limits;if no limits , are shown, we will assume parametets and effluent limits spccifiod in the systcm:s D1=P apprnval will apply. Effluent PH ( BOds ❑•.° .' CRaD ac TSS ❑ TN Nitrate Nitrite Organic N ❑ Ammonia TKN Fer..al Coliform Total P Organic P ❑-- TDS ❑ Oil/Grease is Conductance ❑ Alkalinity _ Water Usage ❑ Temp. ❑ Monitoring Schedule: O-tA hj�a f_A.L\/ _, . Other Applicable Limits: Influent pH E30D5 ❑ CBOD TSS ❑ TN Nitrate _ Nitrite Organic N _ Ammonia TKN Fecal Colilorm U Total P Organic P ❑ TDS _ oillGreasc Conductance•❑ Alkalinity Wztcr Usage. ❑ Temp. ❑ Monitoring Schedule:gi\ TetP�1. OthorAppiicablo Limits: r BCDHE Tracking# Please return this sheet to: FAX:508-362-2603 Email:bciatoch&1pe.cpm '2015 07:57 From:BARNST HEALTH 15087906304 To:915087717622 P.2/2 New [/A System Permit Summary Sheet rTdTArwcy'$a . Site Information - Town: 0 5►R8 Lt Town Permit# 2 a►A - qV _ Assessor Map]Parcel: I '- -d vo - o o'3 Unique Town'ID # Site Address: O� tvv.Ct Owner Name: K Es oaf L LL Alternate Name: _ Homc Phonc: Mailing Address: �•C)"Op ,`� `to Work Phone:`i O'D 100 Q S>e\Llwr M 016 5-5- Title S Information Building Type/Use: �1_S t��iflptl-1StN�Lfwt�t- Design F{ow: o (gPd) Seasonal Use? Yes❑ No% Unknown [] Bedrooms: (-! Titic V N,S.A.? Ycs❑ No[ ,-.,unknown ❑ Lot See: Non-standard components; Please list all components e.,q. UA treatment unit,pump chamber, pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, ct ., and maintenance schedule for each componen e.g.quarterly, 2xlyr, annual, etc. $to Clece �eo�w.ie u►ri,� ^b�.cm'�\�- vim,. Sr e-in av<<t 'QqVt_Q_. t Lire UA Treatment Unit (cf.u, IFKA Make and Model# It Cii ea,(f �A L,e. �� 7 a DEP Permit Type: lGeneral Board Approval Date: 2 oil COC Date: - n Provisional O &M Contract Entity: 0.� Qo a� -�-°�- ❑ Remedial Contract Start Date: 2 o Contract Duration:�5 ❑ pilot. Unit Installation bate, Unit Startup Date.- "DEP Permit ID#: n `A 6 Influent/Effluent Monitoring Requirements and Water Qualit} Limits Please indicate water quality parameters Lhal must be monit6red and any town mandated water quality limits;if no fimits are shown, we will assume parameters and effluent fimits spocifrod in the system:s DEP appmwal.will apply. Effluent r pH RODS ❑ CBCID 1K TSS ❑ t TN Nitrate � Nitrite � ❑ Organic N ❑___ Ammonia & TKN Fecal Coliform Total P Organic P TDS ❑ Oil/Grease �] Conductance [] Alkalinity Watcr Usage ❑ .TI?Mp. ❑ Manitoring Schedule: 0_�lh�6ayf"Ihy--_.--• Other Applicable Limits; ' Influent pH BOOS ❑' CBOD TSS ❑ TN _ Nitrate X Nitrite Organic N _ Ammonia TKN Fecal Coliforrn U Total P Organic P ❑ TDS Owe-"rcasc F Conductance.❑ Alkalinity Watrr Usage ❑ Temp. ❑__, I Monitoring Schedule: QQ\NV\T4 J Q OtherApplicablo Limits BCDHE Tracking# Please return this sheet to: FAX:508-362-2603 Email:bdatech(q,cape.= } TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING. Registered Professional Engineers and'Land Surveyors Mp 78 North Street,3rd Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-762211 ' Date: Aril 1,2015 To: Donna Miorandi,R.S. .e: Total No.Pages: 2 Town of Barnstable BN Job No.: 2006-026-4 Health Department Subject: New I/A System Permit Summary Sheet 200 Main Street Osterville Landing Hyannis,MA 02601 459 Old Mill Road Osterville,MA cc: Ron Welch,File We are sending:you ®Attached ❑Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#.: ;❑ Overnight ❑Pick up ®Hand Delivery The following documents: ❑ Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑ Reports/Calculations ® Other New.I/A System Permit Summary Sheet DATE COPIES NO. PAGES DESCRIPTION 4-1-15 1 1 New I/A System Permit Summary Sheet These items are transmitted as checked below: ® For Your Use ®As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: r /File Note: _ This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. P,-,- ,2015 07:57 From:eARNST HEALTH 150e7906304 To:915087717622 P.2/2 V New I/A System Permit Summary Sheet r �� rrd�r� Site Information 7'awn: Town Permit 9. 201`'� ---- Assessor Map/Parcel: =Oq o - 1003 Unique Town 1D # \ Site Address: d� ttAn� 7 q_,. C�t� M l L C A� 1 D�T`�R�f I u �'^F�• Owner Name: 6!J�O(AT L U - - -� Alternate Name: Homc Phonc: Mailing Address: 01 y o Work Phone: 1wr MA-, 016511--�_ Title 5 Information Building Type/Use: P-Nec5 oxm w=15cN pf> Vrkq_ Design Flow: o o (gpd) Seasonal Use? Yes❑ No.14 Unknown Bedrooms: (A & Title V N,S.A.? Ycs❑ No[%L Unknown ❑ Lot Size: _^ Non-standard components 'lease list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks,pressure distribution SAS, effluent titter, W.unit, ct ., and maintenance schedule for ea h componen e.g.quarterly, 2x/yr, annual, etc. 1�G�c��e�v�rew utri► 9'.'*\"j w A evnav�l� _ I/A Treatment Unit 64-hAI Ff`CA- Makc and Model# fsi o AeAe ` 4ee� 2H l' 0 DEP Permit Type: []General Board Approval Date: 2 oil COC;Date: - n Provisional O & M Contract Entity: Kt_) Rio a-i LL"C- ❑ Remedial Contract Start Date:2-1 k o Contract Duration:�$ ❑ Pilot Unit Installation Date: 20(j Unit Startup Date: � t� ' u(5 DEP Permit ID#: .. � Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;it no fitnits are shown, we will assume parameters and effluent limits spccifiod in tho systcm's DFP appmval:wit]apply. I Effluent I pH TSS ❑ TN Nitrate Nitrite Organic N El _ Ammonia TKN W Feel Conform Total P ] Organic:P ❑ TDS ❑ Oil/Grease 0 _ Conductance ❑ Alkalinity � _ Water usage 7-emp. r-j Monitoring Schedule: Q_r,b,-a.y h�/ , Other Applicable Limits: Influent pH -_ 1301)s El CBOD TSS ❑ TN _ Nitrate _ Nitrite Organic N ]� Ammonia TKN Fecal Colifarm-1J Total P Organic P ❑ TDS , Oit/Grcasc U C:onductancc D Alkalinity Water Usage ❑ Temp_ ❑_ - Monitoring Schedule: QvkNKTec&W Other'Applicable Limits: J BCDHE Trackinq# Please return this sheet to: FAX:500-362-2603 Email:bcikStoch@)onPe_com I , JOHN W. KENNEY ATTORNEY AT LAW 12 CENTER PLACE 1550 FALMOUTH ROAD CENTERVILLE,MASSACHUSETTS 02632 TELEPHONE 771-9300 FAX NO.775-6029 AREA CODE 508 a-rhalL john@jwkesq.cam i May 1,2014 Wayne Miller, M.D.,Chairman I Town of Barnstable i Board of Health 200 Main Street Hyannis, Massachusetts 02601 - f Re: 0 Darby Way(formerly 459 Old Mill Road),Osterville M/P 143-040-003 Dear Mr. Chairman and Members of the Board: Please be advised that I am the attorney for KTW Group, LLC,the owner of the above-referenced property. I am writing this letter at the request of the members and manager of the LLC to respond to the requests contained in Paragraphs 7 and 8 of your correspondence dated January 15,2014, addressed to Mr. Matthew Eddy, Baxter Nye Engineering and Surveying. Please be advised as follows: Lot 12 and Lot 13 are reserved for Stormwater Infiltration and Wastewater Treatment respectively and are not considered buildable lots by KTW Group, LLC. No homes will be built upon those lots. If you have any questions regarding this matter, please do not hesitate to contact me. Very tr ly yours, hn W. Kenney, Esq. JWK/mmc cc: Matthew Eddy - i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 JANE SWIFT Governor BOB DURAND Secretary LAUREN A.LISS Commissioner TITLE 5 PRESSURE DISTRIBUTION DESIGN GUIDANCE Effective Date: May 24, 2002 Policy# BRP/DWM/WpeP/G02-2 Program Applicability BRP/DWM/Watershed Permitting/Title 5 Program Supersedes: Guidance dated 1/18/95 Regulation Reference: 310 CMR 15.254 Approved By: [signed] Cynthia Giles PURPOSE: The purpose of this document is to guide pressure distribution designers, reviewers and contractors in the design and construction of on-site wastewater pressure distribution systems consistent with the requirements of Title 5. INTRODUCTION: Uniform application of septic tank effluent throughout the soil absorption system (SAS) is an important factor in the proper operation of an on-site subsurface sewage treatment and disposal system (system). Gravity application does not provide uniform distribution and can create localized ponding within the SAS. This can inhibit proper treatment and is of special concern in larger systems where failure rates have been documented to be higher than in smaller, residential systems. Pressure distribution networks can be employed as a means of achieving uniform application and can overcome some of the limitations of gravity distribution systems. The construction procedures of the distribution network are just as important as design for system performance. Good design with poor construction may result in the network operating poorly and may result in failure of the pressure distribution system. It is important that the designer, the installer, and the board of health inspector understand the principles of operation of the pressure distribution network before construction commences. Weather considerations should also be anticipated, especially if the network Pressure Distribution Design Guidance is to be installed in conjunction with a mound. In such cases, freezing weather may have an adverse effect on pipes that contain water. Construction practices may vary from those described herein. However, common sense and good engineering practice should prevail when installing these systems. TEXT: Pressure Distribution is the even dispersal of septic tank or otherwise treated effluent over a soil absorption system whereby the effluent is pumped from a pump chamber through a force main to a network of pipes or distribution laterals having discharge orifices, and then discharged over the soil absorption system. I. DESIGN CONSIDERATIONS: The pressure distribution network usually consists of 1 to 3 inch perforated distribution laterals connected by a central or end manifold of larger diameter. A pump or pumps pressurize the network and are sized to provide relatively uniform distribution of effluent. Because the perforations in the distribution laterals are loaded at approximately the same pressure, they will discharge at approximately the same rate. In-line Pressure: The pressure network should be designed to provide a minimum of 2.5 feet of head at the distal ends of the laterals. The variation in flow rate between the beginning and distal end of a lateral should not exceed 10%. Perforation Spacing: Uniform distribution can best be achieved by providing as many uniformly spaced perforations as is practical. Minimum perforation size should be `/a in. because smaller perforations will tend to clog. Maximum perforation size should be such that the even distribution of effluent within the distribution laterals is not adversely affected while maximizing the number of perforations used. An effluent tee filter shall be used with all pressure distribution systems to prevent clogging and shall be installed prior to the pump chamber. Spacing between perforations shall not exceed five feet; however, shorter spacings are more desirable. In bed systems, the perforations between any two laterals can be staggered so that they lie on the vertices of isosceles triangles(see Figure 1). In this case, the number of perforations in each lateral may differ. When doing discharge calculations, all perforations must be accounted for. Manifolds: To minimize flow variation, the manifold should have as small a volume as possible. Also, in order to minimize leakage as the network is pressurized, the manifold should be installed below the distribution laterals so that it fills and pressurizes before discharge from the perforations occurs. In some instances, it may be appropriate to install the manifold above or at the same elevation as the laterals based on the elevations of other components of the system. { Page 2 of 27 Pressure Distribution Design Guidance PERFORATIONS (TYP.I C O O A\\�A B O O O LATERALS A B O O C O O A-- <5 FT —► FIGURE 1 —ALTERNATIVE LATERAL PERFORATION LAYOUTS II. DESIGN PROCEDURE: Step 1: Lay Out a Network Establish dimensions of the SAS to be used based on site condition, flow rate, and soil conditions. The designer should consider the design of the network layout, with special attention to the lateral length and spacing between laterals. The distribution network should be laid out for conventional leaching trenches or leaching fields using manifolds and distribution laterals. Different configurations are possible. Central, end or off-center manifolds connecting the distribution laterals are options depending on site conditions (see Figures 2 and 3). Central manifolds are preferred,as they tend to minimize lateral length and manifold size. In order to minimize leakage from the perforations nearest the manifold, the laterals may be installed above the manifold elevation thus filling the entire manifold before discharge. Provisions must be made to drain the laterals to prevent freezing using standard engineering practices. Care should be taken to prevent the entire lateral from draining into the soil absorption system from a single drainage perforation in the lateral. Page 3 of 27 Pressure Distribution Design Guidance FINISHED GRADE 2%MI . 12"MIN. 2"MIN. 1/8"TO 1/2" 36"MAX. DOUBLE WASHED STON COVER LATERAL LATERAL 0o TEE opo 00 6"MIN 3/4"TO 1-1/2" TEE DOUBLE WASHED STONE CENTER MANIFOLD FIGURE 2 -DISTRIBUTION NETWORK -CENTER MANIFOLD FINISHED GRADE 2% M 12"MIN 37 MAX 2"MIN. 1/8"TO COVER DOUBLE WASHED STONE "%o ,00 oeo 90'ELBOW LATERAL TEE END MANIFOL 6"MIN.3/4"TO 1- 156b$LE WASHED STONE , PERFORATION(TYP.) FIGURE 3 -DISTRIBUTION NETWORK -END MANIFOLD Step 2: Select Perforation Size and Spacing ` The design should provide as many perforations as possible. Perforations can range between 1/8 inch and 5/8 inch in size. Smaller perforation diameters allow for more uniform distribution; however, no holes smaller than '/8 inch shall be used. Larger diameter perforations permit longer laterals with greater spacings between perforations. However,this can result in localized ponding in the soil absorption system beneath the perforation and reduce the effectiveness of the distribution of effluent within the system. Spacing between the perforations shall not exceed 5 feet. Air must be vented out of the laterals at the beginning of each dosing cycle. One option is to drill a perforation vent hole at the distal end of the elbow of the lateral sweep, below the stone aggregate, as shown in Figure 4. Laterals must drain to the soil absorption system or the pump chamber between dosings. Page 4 of 27 Pressure Distribution Design Guidance ACCESS BOX CAP NUT (COVER TO BE PLACE) 3" MAX. BELOW FINISHED GRADE) d, 45'BENDS OR SWEEP CLEANOUT 2" MIN. 1/8" TO 1/2" DOUBLE WASHED STONE VENT HOLE DISTAL END PERFORATION TO BE Qoo PLACED NEAR THE CROWN OF THE LATERAL PIPE IN THE 45' BEND OR SWEEP 3/4" TO 1 1/2" oo AT THE END OF EACH LATERAL DOUBLE WASHED STONE o0 6" OF 3/4" TO 1 1/2" DOUBLE WASHED STONE TO VENT HOLE AND BENEATH ACCESS BOX FIGURE 4—END CLEANOUT DETAIL Acceptable configurations of the discharge perforations on any lateral in a system shall be located between the 10:00 o'clock position and the 2:00 o'clock position if oriented upward or between the 5:00 o'clock position and the 7:00 o'clock position if oriented downward. A shield is required for any perforations located between the 10:00 o'clock and 2:00 o'clock positions and for any perforations located at the 6:00 o'clock position to reduce scouring of the soil above or below the laterals. Examples of acceptable shields include, but are not limited to, half diameter pipe, chambers and manufactured orifice shields (see Figures 5, 6 and 7). 1/2 DIAMETER PIPE (SHIELD) I1, PERFORATIONS 12"MIN. DIRECTED UPWARD 36"MAX. COVER 2"MIN.OF 1/8"TO 1/4" DOUBLE WASHED STONE LATERALS(TYP.) 0 00 00 0 6"MIN.OF 3/4"TO 1-1/2" o DOUBLE WASHED STONE FIGURE 5 -LATERAL WITH SHIELD UPWARD y Page 5 of 27 Pressure Distribution Design Guidance ji1, CHAMBER(SHIELD) 12"MIN 2"MIN.OF 1/8"TO 1/4" 36"MAX. DOUBLE WASHED STON COVER PERFORATIONS DIRECTED UPWARD LATERALS TYP.) ( o0 0 0 6"MIN.OF 3/4"TO 1-1/2" o0 00 00 DOUBLE WASHED STONE FIGURE 6 -LATERAL WITH CHAMBER AS SHIELD 12"MIN. 36"MAX. 2"MIN.OF 1/8"TO 1/4" COVER DOUBLE WASHED STONE �� oa • 00 00 LATERALS(TYP.) 0 0 0 0 6"MIN.OF 3/4"TO 1-1/2" o 00 DOUBLE WASHED STONE PERFORATIONS DIRECTED ORIFICE DOWNWARD SHIELD FIGURE 7—LATERAL WITH SHIELD DOWNWARD Step 3: Determine the Lateral Pipe Diameter Figures 8A through 8G,Appendix B, can be used to determine the appropriate lateral diameter given perforation number and size, spacing and lateral length. These figures were developed by Otis (1982) based on the Hazen-Williams equation using a coefficient of Ch equal to 150. This is based on plastic pipe and allows for a maximum 10% head loss from the supply end to the distal end of the pipe. Page 6 of 27 Pressure Distribution Design Guidance Step 4: Calculate the Lateral Discharge Rate The lateral discharge rate equals the perforation discharge rate times the number of perforations in the lateral. Table 1 in Appendix C can be used to determine this rate or it can be determined directly from the orifice equation: q = 11.79d'hd5 where q is the perforation discharge rate in gallons per minute (gpm), d is the perforation diameter in inches, and hd is the in-line distal head pressure in feet. (An orifice coefficient of 0.6 for sharp edged orifices is assumed). The value 11.79 is a dimensionalist coefficient that varies with the characteristics of the opening in the perforation. The total lateral discharge rate is q x N where N is the total number of perforations in the lateral. The in-line distal head pressure is an important design parameter. A minimum distal head pressure of 2.5 feet shall be maintained to minimize variation in the system and provide a construction tolerance; however, hd should not be so excessive as to cause unnecessary friction losses in the network. Step 5: Calculate the Manifold Size Table 2 in Appendix C provides the diameter for a manifold that is to be uniform throughout its length. The diameter obtained is that which limits head loss from the manifold inlet to the distal end to no more than 10%. Telescoping manifolds may be used to reduce piping costs. The following equation (Otis, 1982) is used to calculate F; values in each lateral segment: F; = (9.8X10-4)Q,1.85 where Q; is the flow in the manifold segment in gallons per minute. The F; values are empirical friction factors for each manifold segment. The value (9.8 x 10-4) is a coefficient that is based on friction losses as effluent passes through a plastic pipe. Using these values,the manifold diameter, D,,,, is calculated by: M 0.21 ELF, Dm. i-1f hd Page 7 of 27 Pressure Distribution Design Guidance Where M is the number of manifold segments, L� is the length ith segment (i.e. lateral spacing) in feet, f is the fraction of the total head loss desired for that manifold segment or series of segments, and hd is the distal head pressure in the lateral in feet. To ensure that the head loss is less than 10%, f must be less than or equal to 0.1/ (total number of manifold segments) x number of the manifold segment for the section under design. Step 6: Determine the Dose Volume The minimum demand dose volume should be five to ten times the volume of the distribution lateral network. The nomograph in Appendix D can be used to calculate pipe volume.This volume should not exceed the required dose volume, calculated by dividing the average daily flow by the dosing frequency. When timed dosing is used, the dose volume can be reduced. If the manifold crown elevation lies below the lateral invert elevation,.do not include the manifold pipe volume. Step 7. Calculate Minimum Pump Discharge Rate The minimum pump discharge rate is determined by adding the perforation(lateral) discharge rates. Step 8. Calculate the Total Friction Losses The total friction losses are the sum of losses in the force main and the discharge lateral network. The friction loss in the force main between the dosing chamber and the discharge lateral network is calculated based on the minimum discharge rate determined in Step 7. The appropriate equation from Hazen-Williams is: 2 63 Friction Loss=Ld(3.55 Qm/Ch Dd. )1.85 where Ld is the length of the force main from the dosing chamber to the discharge lateral network inlet in ft, Dd is the pipe diameter (of the force main) in inches; and Q. is the discharge rate in gallons per minute. C h is equal to 150, which is the Hazen-Williams Friction Factor for plastic pipe. The value 3.55 is a dimensionless coefficient that is based on energy loss as effluent passes through a plastic pipe. Add the network losses that are equal to 1.31 hd,where hd is the distal head pressure selected for the network.Include losses due to tees, gate valves,check valves, bends, etc.using standard friction factors for fixtures. Step 9. Select the Pump Unit The pump selection should follow standard engineering practice. The pump should be sized based on the total dynamic head (TDH) and the discharge rate required for the network. The TDH includes the static lift and appurtenant friction losses as well as the friction losses in the network computed in step 8. Manufacturer's pump curves should be used to select the proper pump for the project. Page 8 of 27 Pressure Distribution Design Guidance Step 10. Size the Pump Chamber The pump chamber must be designed to discharge the appropriate volume at the required rate with each dose. The chamber volume is determined based on the dosing volume from Step 6 plus a volume allowance for the drainage which may flow back to the chamber from the force main and manifold pipes when the pumping.has ceased. Title 5 requires that the dosing chamber have an emergency storage capacity above the high water alarm equal to the daily design flow volume of the system. Title 5 also requires that all pump chambers be equipped with level controls and alarm switches. Level controls shall include pump on/pump off switches for single pump systems and pump off/lead pump on/lag pump on for dual pump systems. Dual pump systems must alternate the lead and lag pump every pump cycle. High water alarm switches shall be provided and shall be on a separate circuit from the pump level control. A quick disconnect or other assembly to allow easy removal of the pump from the pump chamber should be incorporated into the design. A gate valve or globe valve may also be installed in the discharge line within the pump chamber or within a valve box outside of the chamber to allow final adjustments of pressure during the clear water test. If effluent is to be pumped down hill, a '/a inch siphon-breaker hole or anti-siphon valve shall be installed in the supply line in the pump chamber.This hole serves to break any vacuum in the system and prevents siphoning of effluent out of the chamber. If effluent is to be pumped uphill, a drain back hole shall be installed in the supply line (Figure 8)within the pump chamber to drain the manifold after pumping has stopped. ^r J// \1I1/ RISER VALVE BOX(OPTIONAL) GATE OR GLOBE VALVE INLET TO PRESSURE DISTRIBUTION NETWORK STORAGE CAPACITY SIPHON-BREAK OR ALARM DRAIN BACK HOLE PUMP ON CHECK VALVE(IF REQ'D) PUMP OFF LEVEL CONTROL(TYP.) PUMP CHAMBER SUPPLY LINE(FORCE MAIN) QUICK DISCONNECT FIGURE 8 -PUMP CHAMBER Title 5 requires that the pump and high water alarm must be placed on separate electrical circuits. Electrical connections shall be designed in accordance with the State Page 9 of 27 Pressure Distribution Design Guidance Electrical Code. Power cords shall be connected to watertight NEMA Approved receptacles and not located inside the pump chamber. Electrical wiring from the pump chamber to the facility shall meet the State Electrical Code. Surge protectors are recommended to protect the pump and controls. 310 CMR 15.000,Title 5,requires watertight construction to prevent surface water or groundwater from intrusion into system components. Other Design Alternatives This Guidance does not restrict the designer from using other designs that meet the basic requirements of Title 5 or this document. For example,the Department will allow the designer to divide the SAS into zones for pressure distribution provided that all zones are dosed before any zone is dosed again. The designer may choose timed dosing versus demand dosing when appropriate.The designer must demonstrate that the design meets the objectives of this Guidance,which are to ensure wastewater is distributed evenly over an entire leaching area. . III. CONSTRUCTION: The design and construction of the soil absorption system shall be in accordance with 310 CMR 15.000. The perforated pipe to be used as laterals in the distribution network shall be either predrilled by the manufacturer or carefully drilled by the installer. The pipe, either furnished with the discharge orifices or drilled by the installer, shall be inspected for proper size and placement by the designer prior to installation. The piping used for the distribution laterals should be laid out and cut to the design lengths. Perforations should be checked for correct design size and orientation. After installation, the positioning of the laterals should be rechecked. The sweep or elbow, with a removable end cap, should be placed at the distal end of each lateral for maintenance access and pressure testing (see Figure 4). Before the soil absorption system is backfilled, the sweeps should be placed inside a short length of 4 or 6 inch diameter pipe to provide easy access.The cap should be installed to within 3 inches of finished grade. .Prior to completion of backfilling, a clear water test shall be performed to verify the distal head pressure and confirm that each lateral is discharging equal flow within design tolerances. After the laterals are in place.and tested and the orifice shields are installed, if required, the soil absorption system can be backfilled in accordance with 310 CMR 15.240 (9), (10)and(11). R To .prevent .solids carryover or clogging of the pressure distribution laterals or associated pumps and piping, Department approved effluent tee filters or approved Page 10 of 27 Pressure Distribution Design Guidance equivalent technologies shall be installed prior to or within pump chambers of any pressure distribution system,unless an approved I/A technology is used that doesn't require a filter. Routine maintenance is necessary for a pressure distribution system to continue to work properly. The Department is developing an Inspection and Maintenance Guidance Document for use with pressure distribution systems. IV. LIST OF REFERENCES: The following references provide additional details and examples for the design of pressure distribution networks. It is highly recommended that the designer and approving authority obtain copies of these documents. 1. Otis, Richard J., 1982, "Pressure Distribution Design for Septic Tank Systems", Journal of Environmental Engineering(ASCE), Vol. 108,No.EE1,February, 1982. 2. Otis, Richard J., "Onsite Wastewater Disposal Distribution Networks for Subsurface Soil Absorption Systems" National Small Flows Clearinghouse, West Virginia University, P.O. Box 6064,Morgantown, WV., 2506-6064. 3. USEPA, 1980,"Design Manual: Onsite Wastewater Treatment and Disposal Systems", EPA 625/1-80-012,Cincinnati,Ohio presdi stguidance.4.1 8.02-approved.doc Page I I of 27 Pressure Distribution Design Guidance APPENDIX A DESIGN EXAMPLE#1 End Manifold ' Lateral Network 40 ft Force Main r•-•-•-•-•-•-•-•-•-•-•-•- 25 ft L-----------------------------------I r 50 ft Pump Chamber Soil Absorption System FIGURE 1-1 END MANIFOLD CONFIGURATION FOR A SOIL ABSORPTION SYSTEM ON A LEVEL SITE A pressure network for a soil absorption system (SAS) is to be designed to receive an average daily flow of 550 gal for a 5 bedroom dwelling. The SAS is to be 25 ft x 40 ft. The pump chamber is to be located 50 ft from the network inlet. Step 1. Lay out the Network Two layouts would be suitable for this system. The distribution laterals can be fed either by an end or a central manifold. An end manifold requires 5 laterals and a central manifold requires 10 laterals, each one half the length of an end manifold lateral (see Figure 1-1). An end manifold will be used in this example. Page 12 of 27 Pressure Distribution Design Guidance Step 2. Select Perforation Size and Spacing Perforations '/4 inch in diameter with a maximum spacing of 5 ft (Other combinations may be as suitable.) Step 3. Select Lateral Diameter To insure uniform effluent application over the entire length of the lateral trench,the first and last perforations in the lateral will be located one-half the perforation spacing from either end of the lateral: Lateral length=40 ft— (1/2 x 5)= 37.5 ft From Figure 8a: Minimum diameter for a 37.5 ft lateral with 5 ft perforation spacing is 1 '/4 inches. Step 4. Calculate the Lateral Discharge Rate A minimum in-line pressure of 15 ft is to be used. From Table 1: a '/4 inch perforation will discharge 1.17 gpm No. of Perforations/Lateral = 40/5 = 8 Lateral Discharge Rate = 8 x 1.17 gpm = 9.4 gpm Step 5. Calculate the Manifold Size The manifold diameter is to be uniform along its length to simplify construction. Manifold length 4 x 5 ft = 20 ft From Table 2, an end manifold with a lateral discharge rate of 9.4 gpm and lateral spacing of 5 ft can have a maximum length of 20 ft for a 2 inch diameter manifold or 44 ft for a 3 inch diameter manifold. Use a 3 inch diameter manifold. Step 6. Determine Dose Volume The crown elevation of the manifold should be located below the lateral invert elevation. The manifold and delivery line drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total lateral volume. Total length of 1 '/4 inch laterals = 5 pipes x 40 ft = 200 ft Area 1 '/4 inch laterals = T[(r)2 = -n(0.052)2 = 0.0085 sf Total pipe volume = 0.0085 sf. x 200 ft = 1.7 cf Page 13 of 27 Pressure Distribution Design Guidance 1.7 cf x 7.48gal/cf = 12.7 gal Minimum Dose Volume of 5 to 10 times the pipe volume 12.7 gal (5 to 10) = 64 to 127 gal Dose as frequently as possible, e.g., 8 doses per day(dpd) 550 gpd /8 dpd= 69 gal per dose (other combinations may be just as suitable) Since the manifold and delivery line will drain back to the pump chamber, the pumping volume must be increased to equal the volume in the manifold and delivery line. The volume increase is equal to 20 ft of 3 inch manifold pipe volume and 50 ft of 2 inch delivery pipe of 9 gallons. Therefore: Pumping Volume = dose vol+drain back vol= 69 gal +(7.4 gal +3.2 gal)= 79.6 gal Step 7. Calculate the Minimum Discharge Rate Minimum Discharge Rate = 9.4 gpm/ lateral x 5 laterals=47 gpm Step 8. Calculate Total Friction Loss Ld= 50 ft(length of force main) Ch= 150 (If plastic pipe) Dd=2 inch (diameter of force main) Qm=47 gpm (discharge rate) Friction Loss = Ld(3.55Qm/ChDd2 63)1 85, = 50 ft(3.55 x 47/ 150 x 2 2.63)1.85 = 2.08 ft Network Losses= 1.31 hd = 1.31 x 2.5 ft= 3.28 ft Total Losses = 2.08 ft + 3.28 ft = 5.36 ft(round up and use 6 ft) (Losses in the pump chamber and the network due to tees, gate valves, check valves, bends, etc., must also be added to total losses.) Step 9. Select the Pump Unit Total Pumping Head=Static head +Friction Losses If the pump off elevation in the pump chamber is 5 ft below the lateral invert elevation, the total pumping head is: 5 ft + 6 ft(friction losses from Step 8) or 11 ft Page 14 of 27 Pressure Distribution Design Guidance Using head-discharge curves provided by the manufacturer, a pump able to discharge at least 47 gpm against 11 ft of head is selected. Step 10. Size the Pump Chamber Only one pump will be used on systems with a daily design flow of less than 2,000 gallons per day. A reserve volume equal to one day's average flow is necessary in case of pump failure. Therefore, a volume of 79.6 gallons (dose volume + drain-back volume) + 550 gallons (average daily flow) or 630 gallons, must be provided between the pump off switch elevation and the pump chamber invert elevation. The high water alarm switch is located just above the pump on switch. Page 15 of 27 Pressure Distribution Design Guidance DESIGN EXAMPLE#2 r Ig e 130 ft 65 ft .I ------------- ----------------------- ------- --------------•- - ----------------- - - - - 5ft 100 ft L-------------------- ------------- -- -----•------------- - - ------------ - - - Central Manifold Soil Absorption System 200 ft Force Main Pump Chamber FIGURE 2-1 SYSTEM* WITH CENTRAL MANIFOLD CONFIGURATION FOR SOIL ABSORPTION SYSTEM *Design flows from 2,000 gpd to less than 10,000 gpd A pressure distribution network for a soil absorption system (SAS) is to be designed to receive an average daily flow of 8,400 gal. The SAS will be 100 ft x 130 ft. The pump chamber is to be located 200 ft from the network inlet. Page 16 of 27 Pressure Distribution Design Guidance Step 1. Lay Out a Network A central manifold configuration is selected as shown in Figure 2-1. Step 2. Select Perforation Size and Spacing Perforations are to be '/4 inch diameter spaced 5 ft apart. Step 3. Select Lateral Diameter From Figure 8a: 1 '/2 inch laterals are required Step 4. Select Lateral Discharge Rate A minimum in-line pressure of 2.5 ft is to be used. From Table 1: Perforation Discharge Rate = 1.17 gpm No. of Perforations/lateral = 65/5 = 13 Lateral Discharge Rate = 13 x 1.17 = 15 gpm/lateral Step 5. Calculate Manifold Size This system is too large to determine the manifold size from Table 2. Therefore,the manifold diameter is determined based on the flow rate necessary to feed the distribution laterals and friction factors using standard hydraulic calculations. The designer must first divide the manifold network of 40 laterals (20 on each side of the manifold) spaced five feet apart resulting in 19 manifold segments(10015— 1). Individual friction factors (F;) in each segment are determined from: F; =(9.8x10-41.85 where Q; is the flow in each manifold segment. The general equation for manifold diameter is: M 0.21 I L;F; D = '_1 m th d where DM is the manifold diameter, L; is the length of the manifold segment (in feet), F;is the friction factor in the manifold segment, f is the fraction of the total head loss desired in that segment and hd is the desired distal head pressure in the system. Since the designer needs to limit head loss throughout the manifold to Page 17 of 27 Pressure Distribution Design Guidance less than 10%, f must be less than or equal to 0.1. A single diameter manifold can be calculated by: M 0.21 LY_F' _ 5ft x 881.87 0.21 fh —( 0.1 x 2.Sft ) 7.8 inches or an 8 inch pipe a Thus, an 8 inch manifold would be required. A single diameter manifold is not necessary. In order to save costs and improve performance, a telescoping manifold allowing smaller diameter pipe downstream can be designed. In this design, the value for f would be equally divided among all the segments and would be calculated as 0.1 19. The results of the actual calculations are shown in Table 2-1,the procedure for the first and second segment are as follows: First Segment F, _(9.8 x 10-4)30gpm 185 =0.53 0.21 Sft x 0.53 D, _ =3.05 inches or 4 inches 0.1 x 2.5ft 19 Second Segment F2 =(9.8 x 10-4)60gpm 1-85 =1.91 0.21 • Sft x 2.44 D2 = =3.63 inches or 4 inches 2 x 0.111 x 2.5ft 19 remembering that 2.44 = Y_F; _ (Fj + F2)_ (0.53 + 1.91). Table 2-1 Results of Calculations to Determine Manifold Segment Diameters Page 18 of 27 Pressure Distribution Design Guidance Segment Q;• Dm, Segment Q;, Dm• Number gpm F; F,, inches Number gpm F; Fj inches 1 30 0.53 0.53 3.05 11 330 44.72 195.58 6.37 2 60 1.91 2.44 3.62 12 360 52.53 248.11 6.58 3 90 4.04 6.48 4.09 13 390 60.91 309.02 6.77 4 120 6.88 13.36 4.48 14 420 69.86 378.88 6.96 5 150 10.40 23.76 4.83 15 450 79.37 458.25 7.14 6 180 14.57 38.33 5.14 16 480 89.44 547.69 7.31 7 210 19.38 57.71 5.42 17 510 100.05 647.74 7.48 8 240 24.81 82.52 5.68 18 540 111.21 758.96 7.63 9 270 30.85 113.37 5.93 19 570 122.91 881.87 7.79 10 300 37.49 150.86 6.16 Inlet 600 135.15 1017.01 7.94 Remember that Q; in Column (2) is based on 15 gpm per lateral and that each segment has two laterals. Thus, manifold segments: 1-2 are 4 inch segments 3-9 are 6 inch segments 10-19 are 8 inch segments Step 6. Determine Dose Volume The crown of the manifold is to be located below the lateral inverts. The manifold and delivery lines drain back into the pump chamber at the end of each dose. Therefore, the minimum dose volume is based on the lateral pipe volume only. The minimum dose volume is 5 to 10 times the total pipe volume. Minimum Dose Volume=Area 1 '/2 inch lateral x lateral length'x No. of Laterals x(5 to 10) = ;7(0.052)z x 65 ft x 40 x(5 to 10) x 7.48 gal/cf = 1190 to 2387 gallons Dose leaching field as frequently as possible. e.g., use 1200 gal/dose Doses per day= 8,400ga1/day =7doses/day 1,200gal/dose Must add volume draining back to pump chamber from manifold and delivery pipe to volume in chamber. 4 inch manifold= 10 ft 740.17)' =0.087sf x 1 Oft =0.87cf 6 inch manifold=35 ft g(O.25)2 = 0.19sf x 35ft = 6.8cf 8 inch manifold = 55 ft n (0.333)2= 0.35 sf x 55 ft= 19.2 cf 200 ft of 1 1/5 in delivery pipe=200 x Tc (0.0625)2=2.4 cf 0.87cf + 6.8cf + 19.2 cf+2.4 cf= 29.3 cf 29.3 cf x 7.48 gal/cf=220 gal draining back to pump chamber Page 19 of 27 Pressure Distribution Design Guidance Minimum pump volume=dose volume+drain back volume = 1200 gal + 220 gal = 1440 gal Step 7 Calculate Minimum Discharge Rate Minimum Discharge Rate= 15 gpm/lateral x 40 laterals =600 gpm Step 8 Calculate Total Friction Loss Ld=200 ft Ch= 150 (delivery pipe is plastic) Dd= 1 '/2 inch Qm=600 gpm Delivery Loss (200 ft of 8 inch) = Ld(3.55Qm/ChDd2.63)1.85 . =200 (3.55 x 600/ 150 x 82.63)1.85= 1.09 ft Network Losses= 1.31 hd= 1.31 x 2.5 = 3.28 ft Total Losses= 3.28 ft+ 1.09 ft=4.37 ft(round up and use 5 ft) (Losses due to tees, valves, bends, etc., must also be added to total losses.) Step 9. Select the Pump Unit(s) In this instance,two alternating pumps will be used. Total Pumping Head= Static Head+Friction Losses If the pump shut-off level in the pump chamber is 5 ft below the lateral inverts, the total pumping head is: 5 ft+ 5 ft (friction losses from Step 8) or 10 ft Using head-discharge curves provided by the manufacturer, select a pump able to discharge at least 600 gpm against 10 ft of head. Step 10. Size the Pump Chamber There will be two alternating pumps, a reserve volume equal to one day's average flow is necessary in case of electrical outages. Therefore, a volume of 1,440 gallons (dose volume+drain back volume) + 8,400 gallons (average daily flow) or 9,840 gallons must be provided between the pump off switch and the pump chamber invert. The high water alarm switch is located just above the pump on switch, the backup (lag) pump on switch is located just above the high water alarm switch. Page 20 of 27 Pressure Distribution Design Guidance APPENDIX B 10 Perforation Diameter: 1/4 -10. (6.4 mmJ 9 B 7 1" 1 1/4� 6 1 112• t� 5 c 2� 0 4 �a `0 3 3' 2 9 / . - 4 0 O 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 Lateral Length tft.) Minimum Lateral Diameter for Plastic Pipe (Ch = 150) Versus Perforation- Spacing and.Lateral Length for 1/4 in. Diameter Perforations (Otis, 1981) 10 Perforation Diameter, 5/16-1n: (7.9 r m.) 9 e 7 v 6 1 1/'2' . 6CL 5 "20 4 co:. 3' 0 3 1 6 o 0 10 20 30 40 SO 60 70 30 - 89'. 100 110 120 130-140 150 Lateral Length (ft.) Minimum Lateral Oiameter for Plastic Pipe (Ch.= 150) Versus Perforation Spacing and Lateral Length.for 5/16• in. Diameter Perforations (Otis, 1981 ) FIGURE 8a & 8b: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length. (Figure 8a can be used for 1/8 inch diameter perforations) . Page 21 of 27 Pressure Distribution Design Guidance 10 Perforation' ;Diameter 3/8-in. (9.5 mm.) 9 8 .. m ea 11/4 " H .8 1 2" e O 4 3 4' 0 . 0 10 20 . 30 40 SO 60 •70 80 90 100 110 120 130 140 180 Lateral Length (ft.) ' Minimum Lateral Diameter for Plastic Pipe (.Ch = 150). Versus Perforation Spacing and Lateral Length for 3/8 in, Diameter Perforations (Otis, 1981 ) 10 / Perforation Diameter., 7/16-in. (11,1 mmJ 8 " 7 1 1/4 � 11 • G 2" C 3" O 4 M 0 3 4 d 1 6� 0 0.:. 10.....20. .30 40 50' ea- -..70'_ 80 -90 100 110 120 .130 140.-.180.._.._ Lateral Length (ft.) Minimum,Lateral Diameter for.Plastic Pipe (Ch 150) Versus Perforation. . Spacing and Lateral Length for 7j16 in.' Diameter Perforations (Otis, 1981) FIGURE 8c & 8d: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 22 of 27 Pressure Distribution Design Guidance 1.o Perforation Dia motors 1/2 -In. 02.7 mm.) 9. S -- 7 1 1/4 C 1 th S 3 c 0 4 3 4 2 i 6 0 O 10 20 30 '40 60 60 70 8o 90 100. 110 120 130 140 156 Lateral Length (ft.). Minimum Lateral Diameter for ',Plastic Pipe (Ch a 150) Versus Perforation Spacing'and Lateral Length for 1/2 in. Diameter Perforations (Otis, '1981) 10 Perforation Diameter. 9/16-11i. (14.3 n'aMJ 9 8 .. J 7, r y im 0 6 2• V� S 3` t• 4 i 4q 0 3 W a' 2 O 0 10 r 20 30 40 80 so 70 80 90 100 110 120 130. 140 150 : .. Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch 1501) Versus Perforation Spacing and_.Laterail.- Length..for. 9/16•-in. Diameter Perforations (Otis, 19a1) FIGURE 8e & 8f: Minimum Lateral Diameter vs. Perforation Spacing & Lateral Length Page 23 of 27 Pressure Distribution Design Guidance 10 Perforation Dlametere 5/8-in. (152 mmJ 9 •• 7 w 1 C 8 to 5 3� 0 4 m 3 4' L OL 2 1 64, . 0 0 10 20 30 40 80 60 70 80 90 100 110 120 130 140 150 ' Lateral Length (ft.) Minimum Lateral Diameter for Plastic Pipe (Ch 150) Versus Perforation Spacing and Lateral Length for 5/8 in. Diameter Perforations (Otis, 1981 ) FIGURE 8g: Minimum Lateral:,Diameter vs. Perforation Spacing & Lateral Length Perforation Discharge Rates..versus Perforation Diameter and In-Line Pressure (Otis,*1981) In-Line Perforation Oiameter (in) Pressure (ft) 1/4 5/16 3/8 7/16 1/2 9/16. 5/8 - ------ ---------------- 9Pm -------------------- ---------- -- 1.0 0.74 1.15 1.66 2.26 2.95 3.73 4.60 1.5 0.90 1.41' 2,03 2.76 3.61 4.57 5.64 2.0 1.04 1.63 2.34 3.19 4.17 5.27 6.51 2.5 1.17 1.82 2.62 3.57 . 4.66 5.90 7.28 3.0 1..28 1.99 2.87 3.91 5.10 6.46 7.97 3.5 ]:.38 . 2.15 3.10 4.22 5.51 6.98 8.61 4.0- 1.47 2.30 3.31 4.51 5.89 7.46 9.21 - 4.5 1.56 2.44 3.52 4.79 6.25 7.91 9.77 5.0 1.65 2.57- .3.71 5.04 ..... 6.59 8.34 ..: 10.29 Page 24 of 27 Pressure Distribution.Design Guidance APPENDIX C Table 1 Perforation Discharge Rates in Gallons per Minute vs. Perforation Diameter and In-Line Pressure (adapted from Otis, 1981) Perforation Diameter (inches) In-Line 1/8 1/4 5/16 3/8 7/16 1/2 9/16 5/8 Pressure ft gpm 1.0 0.18 0.74 1.15 1.66 2.26 2.95 3.73 4.60 1.5 0.22 0.90 1.41 2.03 2.76 3.61 4.57 5.64 2.0 0.26 1.04 1.63 2.34 3.19 4.17 5.27 6.51 2.5 0.29 1.17 1.82 2.62 3.57 4.66 5.90 7.28 3.0 0.32 1.28 1.99 2.87 3.91 5.10 6.46 7.97 3.5 0.34 1.38 2.15 3.10 4.22 5.51 6.98 8.61 4.0 0.37 1.47 2.30 3.31 4.51 5.89 7.46 9.21 4.5 0.39 1.56 2.44 3.52 4.79 6.25 7.91 9.77 5.0 0.41 1.65 2.57 3.71 5.04 6.59 8.34 10.29 NOTE: Figures for 1/8 inch perforation diameters compiled by P. Spath, B. Dudley, (2001) Page 25 of 27 1 Pressure Distribution Design Guidance Table 2 Maximum Manifold Length (ft) For Various Manifold Diameters Given the Lateral Discharge Rate and Lateral Spacing (from: Otis, 1981) Lateral Manifold Manifold Manifold Manifold Manifold Manifold Discharge Rate Diameter=1'/4" Diameter=1 %2" Diameter=2" Diameter=3" Diameter=4" Diameter=5" F Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing Lateral Spacing ifol g Center 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 2 4 6 8 10 Manifold 10 / 5 4 8 6 8 10 10 8 12 16 20 12 16 24 24 30 26 40 48 5670 42 64 84 96 110 84 134 174 200 240 20 / 10 4 4 6 4 4 6 8 10 6 8 12 16 20 1624 30 32 40 26 40 54 64 70 54 84 106128 150 30 / 15 2 2 4 6 4 8 6 8 10 12 16 24 24 30 20 2636 48 60 42 64 84 96 110 40 / 20 4 4 6 8 10 10 12 18 16 20 16 24 30 32 40 34 52 66 80 90 50 / 25 2 4 6 8 8 12 12 16 20 14 20 24 32 40 30 44 60 72 80 60 / 30 2 4 8 12 18 16 20 12 16 24 24 30 26 40 48 64 70 70 / 35 2 6 8 12 8 10 10 16 18 24 30 24 36 48 56 60 80 / 40 2 6 8 6 8 10 10 12 18 16 20 22 32 42 46 60 90 / 45 2, 4 8 6 8 10 8 12 18 16 20 20 28 42 46 50 100 / 50 4 4 6 8 10 8 12 12 16 20 18 28 36 40 50 110 / 55 4 4 6 8 10 . 8 12 12 16 20 16 24 36 40 40 120 / 60 4 4 6 8 10 6 8 12 16 10 16 24 30 32 40 130 / 65 4 4 6 8 10 6 8 12 16 10 14 24 30 32 40 140 / 70 2 4 6 8 6 8 12 8 10 14 20 24 32 40 150 / 75 2 4 6 6 8 12 8 10 14 20 24 32 30 160 / 80 2 4 6 6 8 6 8 10 12 20 24 32 30 170 / 85 2 4 6 4 8 6 '8 10 12 20 24 24 30 180 / 90 2 4 4 8 6 8 10 12 16 24 24 30 190 / 95 2 4 4 8 6 8 10 12 16 18 24 30 200 / 100 2 4 4 4 6 8 10 10 16 18 24 30 Page 26 of 27 Pressure Distribution Design Guidance APPENDIX D ' 800 • TOD • b00 1 900 150 ' 140 - 100 400 120 110 300 t00. iA e0 70 Y a 26 0 40 o r 20 a i 2 a ` 15 50 0 10 o E . to 5 E 100 . 40 q 3 i o . .. a 20 ; 4 TO . 0 2 j so a0 3D : 50 6 10 I t 50 40 20 aD 70 30 aD sD 1D0 10 , ti0 20 200 Nopograph for Determining the Total Pipe Volume Given the Diameter, 10 Length and Number of Laterals (Manlfol'ds) (Otis: 1981) Page 27 of 27 t - o Commonwealth of Massachusetts ' Executive Office of Energy&Environmental'Affairs �F Department of EnvironmeInta.lProtectJon One Winter Street Boston, MA 02108.617'292-5500 DEVAL L PATRICK RICHARD'K SULLIVAN 1R. Governor. Secretary TIMOTHY P.MURRAY KENNETH L.KIMMELL Lieutenant Governor Commissioner GENERAL USE.CERTIFICATION Pursuant:to Title 5, 310 CMR 15.000 Name and Address of Applicant: Aquapoint.3, LLC 39 Tarkiln Place New Bedford,MA 02745 Trade name of technology:°Bioclere 16, 22; 24 and.30'.series,units (hereinafter the '.'System"). Schematic drawings of a typical System, a design and installation manual,.Owner's Manual, O&M manual, and the technology inspection checklist are part of this Approval. Transmittal Number:. W059416 Date of Issuance: Revised February-12, 2013 Authority for Issuance Pursuant to Title 5 of the State Environmental Code,310 CMR 15.000,the Department,of Environmental.Protection hereby issues this Certification for General Use to: Aquapoint .3 LLC., 39 Tarkiln Place,New Bedford, MA 02745 (hereinafter "the Company"), certifying the System described herein for General Use in the;Commonwealth of Massachusetts. The sale,.design, installation, and use of the System are conditioned on compliance by the Company,-the.Designer, the Installer,the Service Contractor;and:the System Owner with the terms and conditions set forth below..Any noncompliance with the terms or conditions of this Certification constitutes a violation of'310_CMR 15.000. February 1.9, 20'13' -David Ferris Director Date Wastewater'Management Program Bureau of Resource Protection This information is available in alternate format.Call Michelle Waters-Ekanem,Diversity Director,at617-2925751-.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP Website:www.mass.gov/dep ;•` Printed on Recycled Paper Revised General.Use Certification Page.2 of 3 Bioclere 16,22,24 and 30 Series Units Issuance Date:February 19,2013 Description of the Technology The u t t. i cl r System is a fixed film reactor SecondaryTreatment Unit STU that T A a on Bo ee 9 P consists of a fiberglass tank containing a trickling filter section with inert plastic.media,a clarifier and sump; a fan for aeration, and dosing and recirculating.pumps.Effluent from the septic tank is sprayed over the.plastic media and then enters the clarifier.that separates solids from.the liquid`. .The base of the unit.serves as a final settling basin.which discharges to a; traditional soil absorption system. Conditions of Approval The term"System"refers to the STU in combination.with the other components of an on-site treatment and disposal system that may be. required to serve-a facility in accordance with 310 CMR 15.000. The term"Approval"refers to the technology-specif c Special Conditions, the Standard Conditions for General Use Certification of Secondary Treatment Units,the General'Conditions . of'10 CMR 1.5.287, and any Attachments. For.Secondary Treatment Units that have been issued General Use Certification for the' installation of a System to serve a facility where the site meets the requirements,for new construction and.the design flow is less than 2,000 gpd,the Department.authorizes reductions-in the effective leaching area(340 CMR 15.242), subject to the Standard Conditions that,apply to all Secondary Treatment Units with General Use Certification and subject to the Special Conditions below applicable to this Technology. Special Conditions - 1. The System is See ondaryTreatment Unit with General Use.Certification.. In addition to the Special Conditions.contained in this Approval,,the System shall'comply with all.the "Standard Conditions,for General.Use Certification of Secondary Treatment Units",. except where stated otherwise in-these Special Conditions.. ' 2 The System is approved for facilities where a conventional system'with.a reserve area exists or can be built on-site in full compliance with the new construction requirements of 31.0 CMR.15.000 and has been approved by the local:approving.authority: 3. The Company mustmaintain programs of`training and continuing education for Installers. .Training shall.be made available at least annually. 4. No Installer shall install.the System unless the Installer has been trained by the Company on installation of the.System. 5. Each Installer shall install:the System:in accordance with Company training on.the installation of the System and the conditions of this Approval. W059416 Revised General Use Certification Page 3 of 3 Bioclere 16,22,24 and'30 Series Units Issuance Date:February 19,2013 6. The septic tank and/or the equalization tank shall.be designed for a,minimum of 36 hours detention at design flow. The tank shall complywith°the other requirements of Title 5 and, no tank shall be less than 1,500 gallons. , w059416 r AQUAPOINT.3 LLC AUTHORIZATION FOR 39 Tarkiln Place PROFESSIONAL SERVICES New Bedford,MA 02745 Tel. 508-985-9050 / Fax 508-985-9072 Date: February 10, 2015 TO: Kendall and Welch Construction,Inc. P.O.Box 490 Project:,Osterville Landing Osterville,MA 02655 Tel. p y2gHgc�0 Fax: q-go7 Location: Darby Way Email: ron@kendallandwelch.com Osterville,MA 02655' Contract Cost: $2040/year labor& reporting Aquapoint.3 LLC will perform the following $1000/year sampling professional services relating to the referenced project. Contract Duration: Two (2)years, SCOPE OF SERVICES: Aquapoint.3 LLC will perform the services outlined in Attachment"A"regarding the Operations and Maintenance of the Bioclere Wastewater Treatment System at: Osterville Landing Darby Way Osterville,MA 02655 SUBJECT TO TERMS&CONDITIONS ON AUTHOR OR A UAPOINT.3 LLC REVERSE SIDE ❑ We are proceeding with service(s)noted as per By: your direction. Immediate notification in writing is Lin a K. Garnett,Member required if you wish to alter this authorization. Date: February 10,2015 ❑ Please execute this agreement authorizing us to proceed. No services will be performed until you AUTHORIZ IENT• return this agreement with authorization in writing. s ❑ This document will become our original agreement. By: Acceptance of this agreement by signature authorizes Title: i'-:;- ". . Aquapoint.3 LLC to proceed as described. This proposal expires in 90 days if not signed by both parties. Date: � PLEASE SIGN AND RETURN ONE COPY AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 1 of 6 P� Aquapoint.3 LLC 39 Tarkiln Place.,New Bedford,MA 02745 Tel. 508-985-9050/Fax 508-985-9072 STANDARD CONDITIONS FOR ENGAGEMENT November 1,2013 Service Contract—Fixed Fee f COMPENSATION FOR SERVICE CONTRACT: Compensation for services is based upon the fee given for a project. CLIENTS are advised that Additional Services requested beyond the scope covered by the fee proposal or change orders attached thereto will be based upon the timeinput according to our current hourly•fee rate schedule. Fee proposals for services are prepared to the best of our:ability based on facts available at the time of submission. TRANSPORTATION: Time spent traveling, when travel is in response to an alarm, work will be charged for in accordance with the fee schedule. Automobile and/or truck expenses for personal or office vehicles will be charged at a rate of$0.55 per mile plus tolls and parking charges.;. SUBCONTRACT SERVICES: We may engage subcontractors and/or other professionals to perform required services such as engineering consultations, soil borings,drilling,construction,etc. That contractor's charge plus a service charge will be added to our fee. RIGHT OF ENTRY: Unless otherwise agreed,the CLIENT authorizes right-of-entry on the land for us to perform operation and maintenance tasks,take samples, make measurements, soil tests, or other required explorations. Access to the system will be at grade. We will take reasonable precautions to minimize damage to the land from the use of equipment,but we have not included in our fee the cost of restoration of damage that may result from our operations. If we are required to restore the land to its former conditions,the cost of doing so will be added to our fee. PAYMENT: Invoices will be rendered annually. The CLIENT agrees invoices are due and payable within 30 days from the date of invoice. Amounts past due are subject to a service of 1.5%per month(18%,amorally). The CLIENT agrees to pay reasonable attorney's fees and any collection agency fees incurred in the collection of any amount owed thereunder and not paid when due, INSURANCE: We are covered by Worker's Compensation Insurance and General Liability Insurance. We will furnish certification upon request. OWNERSHIP OF DOCUMENTS: All documents,including original drawings,specifications, field notes,and data,are and shall remain the sole and exclusive property of the CLIENT. The operator may,at his/her expense,obtain record prints.of documents,in consideration of which the Operator will use then solely in connection with the above described project. USE OF DOCUMENTS: Services performed and documents prepared under this agreement shall be for the benefit of CLIENT only and may not be relied upon by any third party(ies)unless specifically agreed to in advance. INDEMNIFICATION:.The CLIENT will agree to limit our liability for services furnished to the CLIENT to those portions of this agreement undertaken by us and in an amount not to exceed our fee. The CLIENT agrees to require a like limitation from any contractor engaged to perform work for which we have provided reports,plans,and/or specifications. The CLIENT shall further indemnify and hold us harmless from any liability resulting from the acts, errors or omissions of the CLIENT or CLIENT's Agents,contractors or assigns. Such indemnification shall include the cost of defense arising in any way with claims connected with any such liability as may arise out of Engineer's sole negligence inperformance of services. WARRANTY: Our services will be performed in accordance with generally accepted practices and professional standards. This warranty is in lieu of all other warranties expressed or implied. ELECTRONIC FILES: Electronic files are transmitted for informational purposes only and at the request of the CLIENT or!CLIENT's agent, Aquapoint.3 LLC's official product is limited to its signed and sealed hard copy of any documents. The CLIENT agrees to hold Aquapoint.3 LLC harmless for any damages incurred from inappropriate or illegal uses resulting from any electronic transfer of information that was requested by the CLIENT or CLIENT's agent. TRANSFER OF PROPERTY: If ownership of the property changes,it is the responsibility of the CLIENT to notify Operator in writing; A transfer notice is attached. FORCE MAJEURE: Aquapoint.3 LLC shall have no liability for any failure to perform or for any delay in performance due to circumstances beyond its reasonable control. AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 2 g of 6 i C. Bioclere®Sampling: 1. Collect quarterly effluent samples as amended by the D.E.P. in it's"for reduction in sampling or inspection of I/A systems"dated 12/18/07. 2. Influent and effluent shall be sampled and monitoring in accordance with the following '.schedule. The effluent shall be collected at a point of flowing discharge following the Bioclere units. Parameter Frequency Sample Type TBODS Quarterly Grab SS Quarterly Grab pH "Quarterly Field Total Kjeldahl Nitrogen(TKN) Quarterly Grab Nitrate Nitrogen(NO3-N) Quarterly Grab Nitrite Nitrogen(NO2-N) Quarterly Grab Ammonia Nitrogen Quarterly Grab Alkalinity Quarterly Field 3. All effluent samples shall be collected in appropriate containers and delivered by courier to a!,State-certifiedlaboratory for analysis. 4. All analytical results shall be compiled and submitted to both the Department of Environmental Protection (DEP), Aquapoint.3 LLC, local regulatory bodies as required and the CLIENT on an acceptable form in accordance with permit requirements. NOTES: 1. Aquapoint.3 LLC will perform no procedures requiring confined entry. 2. Services under this contract specifically do not include or cover any responsibility for system malfunction attributed to process design, equipment;specified and/or installations as provided by others. 3. CLIENT must provide access to all Bioclere®System components at time of quarterly©&M visits. 4. This service contract assumes permanent occupancyaof the dwelling or facility. Thy Owner shall notify Aquapoint.3 LLC if occupancy becomes seasonal. j 5. Aquapoint.3 LLC will notify the appropriate authority of any event of electrical or mechanical failure within the treatment system, or of any event which may adversely affect the performance of the treatment system. 6. In the event that the system alarm is activated' or the system fails, the OWNER shall notify Aquapoint.3 LLC who shall notify the DEP and Board of Health within 24 hours and corrective action shall be taken immediately. AQUAPOINT.3 LLC 0&M AGREEMENT NOV13 Page 4 of 6 r ATTACHMENT 2 COST OF SERVICES 1. The yearly fixed fee costs for Operation&Maintenance shall be as follows: Operation&Maintenance and reporting: $2040.00 yearly -Billed Quarterly Sampling $1600.00 yearly- Billed quarterly 2. Any services beyond those noted,including responding to alarms 'will be invoiced at 85.00 P g , . $ per hour.: *In the event that state or local regulatory bodies change sampling requirements and/or Operation &' Maintenance requirements,the yearly cost estimate will be revised to reflect these changes. Submitted by: AQUAPOINT.3 LLC a�eu� a ro ao�,s Linda C.Garnett,Member Date Accepted Bioclere®Owner Date Kr w d ++� i PLEASE SIGN AND RETURN ONE COPY - i 1 S .. I AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 5 of 6 I TRANSFER NOTICE Date: In accordance with the Operation& Maintenance Agreement between Aquapoint.3 LLC and With respect to the property at Notice is hereby given of transfer of this property to: Name: Address: Tel. No. Effective Date: — Therefore,please transfer this Operation&Maintenance Agreement from: To: Signature of Owner Signature of Assignee AQUAPOINT.3 LLC O&M AGREEMENT NOV13 Page 6 of 6 Mar 24 15 10:15a many 5084770177 7 s Town of Barnstable Regultat'org Services i Richard V.�'Scal.,111terirn Director Public Health Di-43JOn 7bomas McKean,Director 200 mid stTscti 13l Ihnni.5,MA 02601 OMCV 508-862410644 Fax,, 504-'AO.4344 InStsellar I?es' rear Cortif at►ofl i�'. Date: )Ln�% Sewaiae IE'ernnit# �l`�'-���' A�e�o7r's lvl�plP$rceB � �� *'Or' of s'',O—A Installer: 2 o,A%15 YC Address: " '" _ Addr4C tna, 6,14 �t�e) was issued a,�tTnit ua it�s�l1 a a er) septic symm at L t� ra, based on t design drawn by (.address dated \145—?n!'3 � `�—ol"20t -- AL i cLrtify that the.septic svxtern referenced above was inmiled substantially according W tha; design, which may include tnii►r7ryt ats Mnved changes such as laterni relocation of the distribution bOx and/or septic tank. Strip Out (if required) was inspected and the soils wsM found satisfactory, I certify that the septic system referenced above was insnalted with major changes (i,c. greater than '101 laternl rclMarion of the SAS or gray verticsal relocation of Uny component of the septic system)but in accordance with State&i acal RegulatioAs. plan revision or cetri: foumsAbawilt by designer to were found slow. Strip out(if reaXuired)wag impeaed sod the soils SteP1s"1'��Ctp�r- I certify that the system referenced above was cons trtia the [ p�ntovn ss(if a ticablc Ce with the terms /;v STEP HEN * �44'r 7C) �/r7,-SON (f:19 ( sta er s Isnatlt ' C:n - hr esegn ''S an® re) A' x Fit: "' "Str1p e>rc P iL RAI To 9AT A OldIP .LAILT!Q L S$ ASS ' A-ND AS- ,LVA v ' Q:i.''+COOj iksigwrCaatirwideorOnnRevB.td.;3.d7se TOWN OF BARN TABLE LOCATION /10 SEWAGE# / 4 �, VILLAGE ASSESSOR'S MAP&PARCEL "® �op INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) I ze ,NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 3 Separation Distance Between e: � � Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 1 300 feet of leaching facility) Feet .FURNISHED BY 6'.SCH 40 PVC + SMH BACKUP GENERATOR ON CONC PAD RIM 59 88 INV IN=51.38 - ELECTRIC PANEL&CONTROL PANEL •Y EbS11NG VENT 7,000 GALLON PUMP CHAMBER BOTTOM OF CHAMBER EL=44.55 BIOCLERE MODEL-24/30 WITH 950 GALLON . CONCRETE PAD_ AD CLARIFIER.. 6'SCH 40'PVC S 63'58'57'E - :._ 9 CONCRETE PAD S 63*5857' E PARCEL 143-040-003 - "202.26' ACCESS HATCH - 125.00' N/ KTW GIIIIIIII RIIIIIIII OUPIIIIIII IIIIIIII LLCIIIIIII IIIIIIII IIIIIII dIIIIIII IIIIIII IIIII IIIIIII IIIII IIIIII IIII IIIiIII IIiIII. 'IIIIIIIL MIIIIIIIII M1IIIIII E pIIIIIII STIJNIIIIII GIIIIIjIII J1JIIIIII IIIIIIIII' IIIIIII IIIIIIII IIIIIIII(IIIIIIII IIIIIIII IIIIIIIII ;d... roNms RIM=59.85 B 27992 PG 219 INv8ur=5 2.'2 4 15,434 sq. ft. (YP) 4,500 GALLON SE,_ P TIC TANK 41 M=60.73 INV IN=52.45 P. A#,R rC E. L 143-040-00 4 w N/F KTW GROUP, LLC 6;SCH 40 PVC DB 27992 PG 219 00 SMH INV OUT=52.50 1.sSCH 40 PVC RECYCLE LINE 9,00o GALLON SEPTIC TANK ACCESS HATCH SEWER STUB IINVV IN=5275 v — \h<iry / .. i CONCRETE PAD ` (Q 0.4 R 35+51.9® Fqs 20931 iL------ IRON PIPE FND 2 -- -,�6�0=- 9q 18-2 WOE 2 DEEP, N'63'S8'57' W 50'LONG LEACHING ACCESS ROAD TO BE N 63'S8'ST W RESERVE AREA(DASHED) _ TRENCHES,.TYP. - HATCH RIM=59.85 GRAVELED « SMH g2 15 LF e'SOR.. RIM=62.26 p (a 03\ 4'SCH 40 MANIFOLD - �CONCRETE PAD INV IN=53.18 OL�- A 1.25'SCH 40 PVC DISTRIBUTION '- 35 S-1.0% SMH#1 INV IN=53.16 m� ' LATERAL WITH 3/16' 4'x4'VALVE VAULT RIM-60.25 INV OUT=53.11 46.96'INV ` PERFORATIONS,TYP. HATCH RIM-60.05 INV TOUT=52. 73 W . 4'SCH 40 PVC FORCEMAIN 52.90,E , N 69 \ INV.IN=51.53 INV 51.68 PROPANE TANK,ELECTRIC METER UTILITY_EASEMENT(TYP) BEHIND PVC FENCE PARCEL 143-C - PARCEL 143-011 N/F KTW GRODB 27992 P N/F TOWN OF BARNSTABLE CERT. #105886 • of s C •v 4,y r � � if ER Al I �'�� gip• ,�` � � j�7�'�#5 �}Ji � t{ ram.>.�. � _t` • ..:-•.,. �.. ;, ... t .. r, - ' .> �_.,rt #,Y,%Y� ].ffff����S�N S 1 , _,.r. - - �� .__ ___._ - _- � _ _ .... . ,�, 4 a, 1; t. e' 4f t � E a ;'ap n Page I of 1 Town of Barnstable Geographic Information System New sear Parcel Custom Ma Abutters Map size Zoom Out In Viewer r �Q �,�x�;i �m �6=LPG 14101000111 149042 x661 -144010D02 144010 YD Y685 .. Itj �__...I"� t 143036 14a010003 - tl323 - OD 144o1oo6q 1 00 143012 f - Y 615 ND - _ If •,43041 / Y4N5 143011 oei a YD - - Il 9 ■ 0409 ,. 143040083 166032 00 14304D0D4 x481 "� , Map ,143 Parcel; 040-.003 x48 Location: 0 DARBY WAY 143043005. 1 r 143DOe )y OD 16800e '"'` Owner OSTERVILLE LANDING LLC N IUD 'j 143040002 1 1e0001003, N 361 o 1, / 1e6001006 &'i --- -------- D40D01 � 'f�tu '1ee601aod q10 ! C tl ocaon.Information A '`.. Y,Y 108001000 tk SDP Map&Parcel .143040003 14ID12 jj/jr N28 ,IMIII112 14 Location N 0 DARBY WAY - - Y88FM 1430IO _ t �M21080ot OD1 � ' qy, Acreage 0.35 acres ..�� j A 15 t0e008 1D0 N04 � 143006 �1e6001 Ngae Curre 07 ntOwner N7D j yan023 0441 �a Mailing.Address -OSTERVILLE LANDING L ' tl44 143D24 wv %KTWGROUP LLC 'i 1 1 q 936 C4` 16500 `�; P O BOX 490 oy } OSTERVILLE,MA.02655 14300 607 / 143026 1 Y62 143D04" /+� 100010 J,7 AppraisedValue-(FY 2014) _ 143003 f/�� , X46D 411, 1910� Y63 f� Y30' x437 J Extra Features $0 , YD 177 Feet t„ {/r/ 1000 1E601 moa Out Buildings §0 6 t037 �•-./ /J �4, 0428 Land .$1,600 ` 7 Buildings $0 + Set Scale 1"= 177 Aerial Photos v MAP DISCLAIMER Total.Appraised $1,600 Assessed value FY'2014) Extra Features- $0 Copyright 2005-2010 Tovm of Barnstable.MA Ail rights reserved.Send questions or comments to GIs Out Buildings $0 .Barnstable01A vt.1_.5122[Production] Land §1,600 Buildings $0 - Total Assessed $1;600 IMAP DISCLAIMER This map Is for planning ' only.It is not adequate I _ - boundary determination - interpretation.'This map represent an on-the-9ro� • Enlargements beyond a 1"=100'may not meet e map accuracy standards - + • * Parcel lines e this map res graphic representations z / •� tax parcels.They zre no' property boundaries and represent accurate relati 'physical objects on the r a building locations. 1 http://66.203..95.236/arcims/appgeo4pp/map.aspx?proper-tyID=143040003 5/2/2014 4 " f , 1 °p IKE l� Town of Barnstable + BARNSTABLE, ` M1639.ASS Board of Health ArfD MA't to . 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi Jan. 15, 2014 Mr. Matthew Eddy Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: -0- Darby Way (formerly: 459 Old Mill Road), Osterville M/P 143-0401 Variance Decision Dear Mr. Eddy, You are granted a variance on behalf of your client, Osterville Landing, LLC, to construct an innovative/alternative shared system at 459 Old Mill Road, Osterville. The proposed plan was prepared for a residential development consisting of 11 single-family homes with a total of 37 bedrooms and a design wastewater flow of 4,070 gallons per day. The Title 5 system proposed to service the development includes an 8-inch diameter sewer main, a 19,000-gallon two-compartment septic tank, a Bioclere secondary treatment unit, an 11,000-gallon pump chamber and a soil absorption system consisting of 18 50'x2'x2' stone trenches. The variance granted is as follows: 310 CMR 15.221(7): To place more than 36 inches of soil cover over the top of the system. This variance is granted subject to the following conditions: (1) The septic tanks shall constructed of H2O (heavy duty) loading. The plan shall be revised to note this requirement. (2) Soil and percolation data shall be confirmed prior to or at the time of installation of the septic system components. (3) The wastewater shall be tested quarterly during the first two years of operation. Q:\WPFILES\MatthewEddyDarbyW ayOsterville l l HomeDevelopmentVariance.doc f - tr ,� (4) The influent and effluent shall be tested for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen, Nitrate-Nitrite. (5) The effluent shall be the following concentration limit for total nitrogen: 15 mg/liter. (6) After two years of operation (sometime in 2016) the applicant_shall appear before the Board of Health during a public meeting to present the results of the influent and effluent testing. (7) The applicant shall submit a letter to the Board of Health indicating•that the parcel reserved for drainage marked as "Lot 12 Stormwater Management Parcel' shown on the revised plan will not be built upon. (8) The applicant shall submit a letter to the Board of Health indicating that the parcel reserved for sewage treatment marked "Wastewater Treatment Area" shown on the revised plan will not be built upon. Sinctely yours, Wayne iller, M.D. Chairm n Q:\WPFILES\MatthewEddyDarbyWay0st6rvilleI I HomeDevelopmentVariance.doc � . t�o,c<,hCQ THE T L/ DATE: R Q �� � • FEE snaxsens *.. MASS. 0.3/1�� REC .. BY Al fp a per `' To n of Barnstable :SCHED.. DATE,: Board..of Health: 20 1 Main,Street, Hyannis MA 02601 Office. 508,862-4644: Wayne A.Miller,M.D. FAX. 508-�90-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address o -Darby ;Way (formerly .459 Old Mill .Road) Osterville MA Assessor's Map and Parcel Number: 14.3 �0 4.0-003 Size of Lot: 15,4.3 4 s f a " Wetlands Within'300 Ft.. Yes Business Name: No X Subdivision Name: Osterville Landing APPLICANT'S NAME: KTW. Group, LLC Phone 5 0 8 4 2 8-4 9 0 0 Did;the owner of the.property authorizeyou to represent him or her? Yes X : No PROPERTY OWNER'SNAME CONTACT PERSON ` .Name: Osterville Landing, LLC Name. Matthew Eddy, BuYer: KTW Group..; LLC Buyer:Address: 32 Wianno Ave Osterville, MAAddress: 78 North St, Hyannis, MA Phone: :508 42.8-4`900 Phone: 508 771-7502 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) . - 310 CMR: 15 .221 (7') Subdivision with all homes serviced by sewers to shared. sep.tic :system with. sept .c tank and'pump__chamber at low en elevat•i:on, .requires., . addit.ional•cover ;over. tanks.. NATURE OF WORK`.-House Addition House Renovation 0 Repau':of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies,in 4 separate completed sets. _ Four(4.)copies of the completed variance.request form Four(4)copies of engineered plan submitted(e.g.septic system Flans) _ Completed seven,(7)page checklist confirming review of.engineered septic system:plan by.submitting engineer Mitered sanit5zn O _ Four(4)copies of labeled dimensional floor,plans.submitted'(e.g.house plans or.restaurant kitchen plans) "�° 11 w, Signed:letter stating that the;property owner authori.:ed,you to represent him/her for this request Applicant understands that the abutters must be notified'by certified mail at leasttten days prior to meeting date at ail}icant's expe4si.(for Qfe V and/or local sewage regulation variances.only) 9 t' Full menu submitted(for grease trap variance requests onl L;ti1 . — Y) T. Variance request application fee collected(no fee fo_lifeguard.modification renewals,grease trap variance renewals ame owner/lessee onl, outside dining variance renewals(same ownerlleasee only],and.vEhances to repair failed ewagedisposal systems to q.y if no expa> n to tlxefi building proposed]) Variance request submitted at least 15:days prior to meeting date " VARIANCE APPROVED Wayne Miller,Cha NOT APPROVED Junichi Sawayanagi REASON.FOR Paul J._Canniff,.D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.outlook\BAT9R9B7;\VARIREQ.DOC � �vt 1' �DER:�COMPLETE THIS SECTIOW, 1 • ON DELIVERY, ® Complete items:°f `and 3.Also complet A `ig ture I item 4 if Restricted Delivery is desired. ❑Agent ® Print your name and address on the rev e 1 1 Addressee so that we can return the card to you. g, eived (Printed Name) C. Deliv ry ® Attach this card to the back of the mail cep; or on the front if space permits. Is delivery address different m item 1? ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑No I I Town of Barnstable I Conservation Commissio f -367 Main Street l 3. service Type Hyannis,MA 02601 ❑Certified Mail Q Express Mail I� _ ► ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. II 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number I (Transferfrom service►abed 7 013. 2! ' 0 b 1113 0 16 0 6 fl,PS Form 3811.,February 2004 Domestic Return Receipt 102595-02-M-1.540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS I Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I - r Baxter Nye Engineering&Surveying � I Attn:John Lavelle s i - 78 North Street,3`d Floor I ... Hyannis,MA 02601 COMPLETE •N COMPLETE THIS SECTION ON DELI yVER ■ Complete items 1,2,and 3.Also complete A. Signs item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the revers® ❑Addressee so that we can return the card to you. ec ed Prints ame) C, Date of Delivery ■ Attach this card to the back of the mailpiece, '5 or.on the front if space permits. Is delivery Oeress different. item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Osterville Landing LLC I ;Brian T.Dacey,Member P.O.Box 95 3. Service Type Centerville,MA 02632 ❑Certified Mail C1 Express Mail �I ❑Registered ❑Return Receipt for Merchandise ' - ` ❑Insured Mail ❑C.O.D. j 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number 7 013 2630 0001 17 3 0 17 71 I (rransfer from service label) �t PS Form 3811.,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I I • Sender: Please print your name, address, and ZIP+4 in this box • j I I Baxter Nye Engineering&Surveying Attn: John Lavelle � 78 North Street,3'd Floor i Hyannis,MA 02601 O O • • COMPLETE THIS SECTION ON DELIVERY ■ Complete items-1,2,and 3.Also complete A. Slgn item 4 if Restricted Delivery is desired; X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. ceived by(P nted N C. at f Dt� UC��7 ■ Attach this card to the back of the mailplece, S, or on the front if space permits. D. is delivery ad re d' ren Yes 1. Article Addressed to: If YES,ent delivery address below:T� _ - -- - - - JAN .Kenneth A Luechauer III&L.Letourneau 3. Service Type SPS L 572 Route 149 ❑Certified Mall ❑Express MalMarstons Mills,MA 02648 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mall ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yesrticle Numberfroms7013 26`30 0001 . 1730 1757Transferfrom service label).Form 3811,February 2004' Domestic Return Receipt 102595-02-M-1540 r I UNITED STATES PQSTAL SERVICE First-Class Mail Postage&Fees Paid USPS I Permit No.G-10 I I • Sender: Please print your name, address,.and ZIP+4 in-this box • I I I Baxter Nye Engineering&Surveying I Attn:John Lavelle L 78 North Street,3'd Floor I Hyannis,MA 02601 j I � C SECTIONCOMPLETE THIS ON DELIVERY COMPLETE SECTIONIJI ■ Complete items 1,2,and'3..Also complete A. Signat e , ` item 4 if Restricted Delivery is desired. Agent I! ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. e �C. Date f D iv o l ry f ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) or on the front if space permits. I D. Is delivery address different from Item 1? ❑ e 1. Article Addressed to: If YES,enter delivery address below: V1 No A ! Perry Family Series LLC i Mary Ann Perry,Trustee 481 Old Mill Road 3. Service Type . Osterville,MA 02655 ®Certified Mail ❑Express Mail j 17 Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number (IFdnsfer from service Iabao 1 PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540 d UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • I - I 1 ' I Baxter Nye Engineering&Surveying Attn: John Lavelle 78 North Street,3 d Floor Hyannis,MA 02601 O C 1 iiii11'shilijlild"I"Illhill!if11!11,Id,ij}ij,it}I `r COMPLETE1N COMPLETE THIS SECTIONONDELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign 1fre . item 4 if Restricted Delivery is desired. 1 ❑Agent ■ Print your name and address on the reverse X 1 ❑Addressee so that we can return the card to you. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, t/ or on the front if space permits. r' f: . D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I ALB Realty Trust I _A wzko L Barbosa,Trustee P.O.Box 519 3. Service Type Osterville,MA 02655 ❑Certified Mail E3 Express Mall I _ I ❑Registered ❑Return Receipt for Merchandise I - ❑Insured Mail ❑C.O.D. d I 4. Restricted Delivery?(Extra Fee) ❑Yam ' :I 2. Article Number 17 �013}12 6`3 0; 0 G01 1730 17 8 8 F R tl f (Transfer from service labso PS Form 3811,February 2004 Domestic Return Receipt 102595-o2-M-1e40 l UNITED STATES PQ$TAL SERVLC ,,.. . M!'.,.:::fiat r.,-:. ....... ..... .. ._........ .::: ..... .. .. .. . _. �........,..,..., First-Class Mail ?Ft Postage&Fees Paid USPS .s Permit No.G-10 Sender: Please print your name, address, and ZIP+4 in this box • Baxter Nye Engineering&Surveying Attu:John Lavelle O 78 North Street 3rd E _ Eloory Hyannis,MA 02601 I f Ills,l�l.lcl�li•l1a,rlil��l�,��ill,l,�.�lj�i# �ll�lllli�.cl ,�rly,��,l comPLETE THIS SECTION •MPLETE THIS'SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A.Si alure _ item 4 if Restricted Delivery is desired. - ❑Agent ■ Print your name and address on the reverse /�1� ❑Addressee so that we can return the card to you. B. Reoelved by(Printed Name) C. Dat6 of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑�%Y!es 1. Article Addressed to If YES,enter delivery address below: J no E Daniel J&Jean A.Gatti 450 Old Mill Road ` 3 Service Type Osterville,MA 0265.5 ❑Certified Mail ❑Express Mail ❑Registered ❑Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from senrlce►abeq 7 013 26311 0001 17 3 0 17 3 3 PS Form 3811,February 20', omestic Return Receipt 702595-62-4 1§4o j UNITED STATES PCW' Q,E First-Class Mail Postage&Fees Paid I • Sender: Please print your name, address, and ZIP+4 in this box • I Q Baxter Nye Engineering& Surveying Attn: John Lavelle 78 North Street,3rd Floor I _ _ Hyannis,MA 02601 I I I iii r i ll 1111 i ii Iill�l,l! 1 ! I f Il �Ilil I BAXTER NYE ENGINEERING 8i SURVEYING 78 North Street,Yd Floor i S P"S I. G O Hyannis,Massachusetts 02601' r1�ST-CLASS fi2S0UQ;iE19279 ' N � 7013 0600 0002 0952 7046 1 I � P f � ..yPNN ,. . NC,L AI WE t UN AB.L.E TO 19-ARZ fs f t m '�t">V Asfia�l�al� s:tAlsoasa:g9a@es°:w:436 �w3 �� �H�a' aeauN�°,�haiS3�Pait !_ RN a Ll COMPLETE THIS SECTION ON DELIVERY SENDER: COMPLETE THIS SECTION t ■_Complete items 1,2,and 3.Also complete A. Signature p Agent 4 .item 4 if Restricted Delivery is desired. X ,item your name and address on the reverse ❑Addressee so that we can return the card to you.Y B. Received by(Printed Name) C. Date of Delivery ' ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes I 1. Article Addressed to: If YES,enter delivery address below: ❑No 4 * Marjorie J.Mades R P.O. Box.206 t ,.15 Crai;ville Beach Road. .. 3. Service Type Hyannisport,MA 02647 p Certified Mail 0 Express Mail , ❑Registered 0 Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4 ry 4. Restricted Delivery?(Extra Fee) 0 Yes 1 2. Article Number, 7013 0600 0002 0952 7046 } - k t t + (Transfer from service/aben -� !! ) i) t PS Form 3811,February>2004 Domestic Return Receipt 102595-02-M-1540� ABUTTER NOTIFICATION LETTEk Date: November 26, 2a13 Re: Variance Request As an abutter, please be advised that a Variance Request.has been.filed"with.the Barnstable Board of Health Additional details are below Applicant: Robert Cato Address: 37 Elffi.St eet Hyannis M.A. Project Location 519 Scudcer Avenue'Road Hy _ is MA Assessor's Map 4 Parcel: . Map 26:7, Parcel 17 Project Description Addition to existing dwelling with septic tank and pump chamber.relocation - Applicant's Agent: John Lavelle Baxter Nye Engineering &.Surveying 78'North'Street 3 d Floor Hyannis;.MA ,02601 Public Hear»g Hearing Room Town Hall 2°d Floor 3,67 Maine Street Hyannis;Massachusetts 02601 .December 10, 2013 3:00.pm Project_#2013.-035 commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health.Other forms may be used,but the information must be substantially the same as provided here.Before using this form,check with your local Board of Health to determine the form they use. A.. Facility Information 1. Facility Information + Starboard LLC-Mill Pond Estates Owner Name 459 Old Mill Road Street Address. Map/Lot Osterville MA 02655 Cityfrown State Zip Code B. Site Information - 1. ._(Check one) New Construction X❑ Upgrade Q Repair .2. .Published Soil Survey available? -Yes .0. No -If yes: 1993 1:25,000 CdA Year Published` Publication Scale, Soil Map Unit Carver Coarse Sand Excessively Drained Soil Name .:. - .Soil limitations 3. Surficial Geological Report available? Yes X❑ No If yes: ## 1:24 000 Qk Year Published Publication Scale Map Unit" _ :Pleistocene Kame Deposits Upland Plain Geologic Material Landform 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes X❑ No Q Within the 100 year flood boundary? Yes No XQ Within the 500 year flood boundary? Yes Q No 0 Within a Velocity Zone? Yes Q No X❑' 5. Wetland Area: National Wetland Inventory Map U Upland' Map Unit Name Wetlands Conservancy Program Map U Upland Map Unit Name 6. Current Water Resource Conditions(USGS) JULY 05 Range Above Normal Q Normal X� Below Normal - onuTl—Fit 1�ear— - 7. Other references reviewed: Page 1 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Commonwealth of Massachusetts _— Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holesirequired at every proposed disposal area) Deep Observation Hole Number: TP1A 22-Jul-05 7.30 a.m.to 5:00 p.m. Sunny Date Time Weather . 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan t , 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) SSurface Stones Slope Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way fe 1,000 ft. Possible Wet Area 1,000 ft. feet el feet Property Line 15-50 ft Drinking Water Well None Other feet feet 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X0 • If Yes: Disturbed Soil Q Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes F No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole . > Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 2 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability As ent for On-Site Sewage Disposal ,.Deep Observation Hole Number. ' TP1A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse"Fragments Soil Structure. Soil Other (In.) Horizon/ Color-Moist. (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Cobbles Depth Color, Percent Gravel Stones A-0 0 10YR 2/1 - - SANDY . WEAK' -6-2 A 10YR 2/1 _ 1 2 - FRIABLE LOAM GRANULAR 2 9 E 10YR 6/1 SANDY WEAK LOAM <2 GRANULAR FRIABLE 9 23 B' 10YR 5/6. LOAMY 2 WEAK FRIABLE SAND GRANULAR. : 23-86 C.1 '10YR 4/6: , O 2 MASSIVE FRIABLE LOAMY ; AND" 86-120< C2 " 1 OY.R 6/2 - - SAND 10% 5%' MASSIVE FRIABLE Additional Notes t Page 3 of 7 DEP Form 11 Soil Suitability Assessment for OP-Site Sewage Disposal Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review S Deep Observation Hole Number: - TP1B 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ateI ime Weather . 1 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% - (e.g.woodland,agricultural tied-,vacant 16t,etc.) SSurface Stones Mope Cleared Land Plain See Plan Vegetation Landform Position on landscape attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat eel Property Line 15-50 ft Drinking Water Well None Other feet Teat 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No Q If Yes: Disturbed Soil Fill Material Impervious Layer(s) Q Weathered/Fractured Rock Bedrock Q " ' 5 Groundwater Observed: Yes No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated.Depth to High Groundwater: . Greater than 10 ft. me es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 7 6 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil.SuitabilityrAsses�sment for On-Site Sewage Disposal Deep Observation Hole Number: T016 Depth Soil Soil Matrix: Redoximorphic Featur Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &stones 4_0 O 10YR 2/1 0 1 A 10YR 2/1. SANDY 2 WEAK FRIABLE LOAM GRANULAR 1 5 E 10YR 6/1 <2 - FRIABLE SANDY WEAK LOAM... GRANULAR 5-24 B" 10YR 5/6 _. LOAMY <2 - WEAK FRIABLE - SAND GRANULAR 24-120 C1 10YR 4/Ei LOAMY <2 MASSIVE FRIABLE SAND Additional Notes a DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 5 of 7. Commonwealth of Massachusetts a _ -Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. .On-Site Review Deep Observation Hole Number: TP1C 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g:woodland,agricultural field,vacant lot,etc. Surface Stones Slope Cleared Land Plain See Plan egetation - Landform - Position on andscape(attach sheet) . 3: Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet feet feet - Property Line 15-50 ft Drinking Water Well None Other feet Teat 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials.Present: Yes ❑ No X❑ If Yes: Disturbed Soil FiII Material impervious La er s Weath red/Fractured Rock Bedrock 5 Groundwater,Observed: Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. ° .inc es "elevation - DEP Form 11 Soil.Suitability Assessment for On-Site,Sewage Disposal Page 6 of f d, Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Ass sment for On-Site Sewage Disposal Deep Observation Hole Number: TP1C Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.)` Horizon/• Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 370 q 10YR 2/1 01 A 10YR 2/1 - - SANDY <2 - WEAK FRIABLE LOAM GRANULAR SANDY WEAK 1-6 E 10YR 6/1 - - <2 - FRIABLE LOAM GRANULAR j 6-26 B 10YR 5/6 _ - <2 FRIABLE. LOAMY WEAK SAND GRANULAR': LOAMY 26-120. C1 10YR 4/6„ - SAND <2 MASSIVE FRIABLE ..Additional Notes DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal Page 7 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP2A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate Time Meather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. .Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc. urface tones Slope(° - Cleared Land Plain See Plan egetation Landform Position,on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area. 1,000 ft. Test eeet Feet Property Line 15-50 ft Drinking Water Well None Other feet ee7—t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Q Fill Material Impervious Layer(s) .Weathered/Fractured Rock 0 Bedrock 5 Groundwater Observed: .Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inc es elevation I DEP Form 11 Sol Suitability Assessment for On Site Sewage Disposal Page 8 of 7 L -- Commonwealth of Massachusetts _ Town of Barnstable Form 11 - Soil.Suitability Assessment for On-Site'Sewage Disposal Deep Observation Hole Number: Q TP2A Depth Soil Soil Matrix? Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.).•z.. Horizon/ - Color-Moist (mottles) Texture %q by Volume Consistence Layer . Munsell USDA Moist Depth Color' Percent Gravel Cobbles &Stones 10YR 2/1SANDY WEAK 0-1 A 1 OYR 2/1 _ LOAM <2 - GRANULAR FRIABLE 1 5 E 10YR 6/1 - <2 FRIABLE SANDY WEAK LOAM GRANULAR 5-22 B 10YR 5/6 _ LOAMY <2 WEAK FRIABLE SAND GRANULAR ' LOAMY• 22-120 C1 10YR 4/6 - - SAND . <2.' MASSIVE ^FRIABLE . Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 9 of 7 ti � _ Commom wealth of Massachusetts — Town of 13 3rnstable Form 9-1 Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: . TP213 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate I ime Weather 1. Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) 00 ace tones Slope Cleared Land Plain See Plan egetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel_ eel feet . Property Line 15-50 ft Drinking Water Well . None Other ee_t eeF 4 Parent Material:. Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes 0 No X❑ If Yes: Disturbed Soil Fill Material 0 Impervious Layer(s) Weathered/Fractured Rock Bedrock 0 5 Groundwater.Observed:'.Yes Q No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 10 of 7 6. Commonwealth of Massachusetts Town of Barnstable Form.11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP26 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.), Horizon/ Color-Moist (mottles) Texture by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones I 3-0 0, 10YR 2/1 - - 071 A . 1 OYR 2/1: 2 FRIABLE SANDY WEAK LOAM GRANULAR SANDY ` WEAK 1 3 E 1 OYR 6/1`: - _ LOAM <2 GRANULAR FRIABLE 3-25. f3 1OYR 5/6 _. - <2 .. FRIABLE LOAMY WE SAND GRANULAR: 25-120 C1 10YR 4/6 LOAMY <2 MASSIVE FRIABLE SAND Additional Notes e e DEP Form 11 Soil Suitability Assessment for On Sit S wage Disposal Page 11 of Commonwealth of Massachusetts = Town of Barnstable Form 11 - Soil Suitability Assessment for.On-Site Sewage Disposal C: .On-Site Review Deep Observation Hole Number: TP3A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time weather 1. Location Ground Elevation at Surface of Hole 59.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope _ Cleared Land Plain See Plan : Vegetation .Landform Position on landscape(attach sheet) - - 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible.Wet Area 1,000 ft. Test eatfeet Property Line 15-50 ft ' Drinking Water Well None Other Teat eet t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No XQ If Yes: Disturbed Soil Q Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock Q . 5 Groundwater Observed: Yes No 0 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. me as elevation DEP Form 11 Soil Suitability Assessment for On-Site.Sewage Disposal Page 12 of 7 . 6 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil.Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP3A Depth Soil Soil Matrix: Redozimorphic Features Soil Coarse Fragments Soil Structure. " Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA (Moist) Depth Color Percent Gravel Cobbles Stones 2-0 O 10YR 2/1 - - 0-1, A 10YR 2/1 - SANDY 2 - WEAK FRIABLE LOAM GRANULAR 1-3 E 10YR 6/1 SANDY <2 WEAK FRIABLE LOAM GRANULAR 3-29 B. 10YR 5/6 LOAMY 2 WEAK FRIABLE SAND. GRANULAR L 29-58 " C1 10YR 4/6 <2 - MASSIVE FRIABLE OAMY SAND 58-120 C2 10YR 6/2 _ LOAMY 5% - MASSIVE FRIABLE . .. .., - SAND . Additional Notes I: DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal Page 13 of 7 i f �\ Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP313 22-Jul-05 7:30 a.m.to 5:00 P.M. Sunny ateTime Weatrier' 1. Location Ground Elevation at Surface of Hole 59.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% .. e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope Cleared Land Plain - See Plan egetation : - Lan form Position on landscape(attach sheet - 3, Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat eel feet Property Line 15-50 ft Drinking Water Well None Other Teat eeT t 4 Parent Material: Unconsolidatedmineral&organic deposits Unsuitable Materials Present: Yes Q, No, XQ If Yes: Disturbed Soil Fill Material Q Impervious Layer(s) Weathered/Fractured Rock ""Bedrock 5 Groundwater Observed: Yes F . No XO If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft: inches.) elevation t DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 14 of 7 Commonwealth of Massachusetts 3 Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep,Observation Hole Number: TP36 Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.):.. Horizon/ Color-Moist' (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 2-0 O 10YR 2/1 - - 072 A . 10YR 2/1 _ SANDY <2 - WEAK FRIABLE LOAM GRANULAR 2-5 E 10YR 6/1 -f <2 FRIABLE , SANDY WEAK LOAM ., GRANULAR 5-24 B 10YR 5/6" - <2 _ FRIABLE LOAMY WEAK SAND GRANULAR.. , 24-59 C1 10YR 4/6 LOAMY <2 MASSIVE:. FRIABLE SAND . 59-120 C2 10YR 6/2 LOAMY. 5% <2 MASSIVE FRIABLE , SAND Additional Notes Sol[ r 5. DEP Form 11 S 'l Suitability Assessment for On Site Sewage Disposal _ Page 1 of 7 Commonwealth of Massachusetts _ Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP4A 22-Jul-05 T30 a.m.to 5:00 p.m. Sunny Date - Time vveamer 1. Location. Ground Elevation at Surface of Hole :: 56.0 FT Location(Identify on Plane) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) SSurface Stones Slope Cleared Land Plain See Plan Vegetation Landform - Position on landscape(attach sheet) -- -- 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat eat --Feet I , Property Line ' 15-50 ft Drinking Water Well None Other ee Teet 4 Parent Material: Unconsolidated mineral 8 organic deposits Unsuitable Materials Present: Yes ❑ No X❑ . If Yes. . Disturbed Soil' ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5 Groundwater Observed: Yes ❑ No 0 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. : inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 16 of 7 Commonwealth of Massachusetts Town of Barnstable - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP4A Depth. Soil Soil Matrix: Redoximorphic Features' Soil Coarse Fragments Soil Structure Soil Other (In.)- Horizon/ Color-Moist (mottles) Texture %by Volume Consistence - La er Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones "0-2 A; 10YR 2/1 -. SANDY . <2 WEAK FRIABLE LOAM GRANULAR 2-4 . E: 16YR 611 - <2 FRIABLE SANDY WEAK LOAM GRANULAR, 4-24 B 1OYR 5/6 _ _ LOAMY 3% - WEAK FRIABLE r SAND GRANULAR 2445 Cl 1 OYR 4/6;. - _ _ LOAMY 5% <2..'' MASSIVE FRIABLE SAND 75=120 C2 10YR 6/2 <2 <2 MASSIVE FRIABLE. LOAMY SAND r ` Additional Notes Top:organic layer has been removed during site clearing. Page 17 of 7 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal 6 Commonwealth of Massachusetts _ Town of Barnstable Form 1 I Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP413 22-Jul-05. 7:30 a.m.to 5:00 p.m. Sunny Date I ime Weather 1. Location Ground Elevation at Surface of Hole 57.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant lot,etc. Surface Stones Slope ° Cleared Land Plain See Plan Vegetation Landform Position on landscape attach sheet) 3., Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Teat feet feet Property Line 15-50 ft Drinking Water Well None Other eeT •_ eel- 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes Q No X❑. If.Yes Disturbed Soil Q Fill Material Q Impervious Layer(s) Q Weathered/Fractured Rock Q Bedrock 5 Groundwater Observed: Yes El No 0 If Yes: . Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 18 of 7 Commonwealth of Massachusetts Town of Barnstable Form:11 Soil Suitability Assessment for On'-Site Sewage Disposal Deep Observation Hole Number: TP413 Depth , Soil' Soil Matrix;' Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Cobbles Depth Color'. Percent Gravel &Stones 0-1 A 10YR 2/1 SANDY <2 WEAK FRIABLE . LOAM GRANULAR. SANDY WEAK 1-3 E. 10YR 6/1 - LOAM <2 - GRANULAR FRIABLE 3-25 B 10YR 516 - _ LOAMY 3070 - WEAK FRIABLE SAND GRANULAR' 25-72 C1 10YR 4/6 LOAMY 5% <2 MASSIVE FRIABLE . SAND . 72-.120 C2 10YR 6/2 - _ LOAMY <2 <2 MASSIVE FRIABLE SAND Additional Notes Top organic layer has been removed during site clearing DE P Form 11 Soll Suitability.Assessment for On-Site Sewage Disposal Page 19 of 7 \ Commonwealth of Massachusetts _- Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number:. TP5A 22-Jul-05 7:30 a.m.to-5:00 p.m. Sunny ate Time weather 1. Location Ground Elevation at Surface of Hole. 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% . (e.g:woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(° Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. Test eel, feet Property Line 15-50 ft Drinking Water Well None Other Teat eel— 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes 0 No XQ If Yes: Disturbed Soil Fill Material Q Impervious Layer(s) Weathered/Fractured Rock Bedrock Q 5 Groundwater Observed: Yes No Q If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 20 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Qtseryation Hole Number. TP5A Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er Munsell USDA Moist Depth Color Percent Gravel Cobbles Stones 2-b 0, 1 OYR 2/1WEAK 0-4 A 1 OYR 2/1 - SANDLOAMY <2 . GRANULAR FRIABLE 4-5 E 10YR 6/1 _ SANDY 2 WEAK FRIABLE LOAM. GRANULAR -5-30, B ' 1 OYR 5/6 - - 3% . - FRIABLE LOAMY WEAK SAND GRANULAR. LOAMY o 30-52 C1 10YR 4/6 5/o <2 MASSIVE FRIABLE SAND 52-120 C2 10YR 5/6 - SAND —MASSIVE FRIABLE Additional Notes • PEP Form 11 Soil Suitability Assessment for On-Si ite Sewage Disposal Page 21 of 7 Commonwealth of Massachusetts y Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep.Observation Hole Number: TP513 22-Jul-05, 7:30 a.m.to 5:00 p.m. Sunny ateTime Weather. ' 1. Location Ground Elevation at.Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural ie d,vacant lot,etc.) Surface Stones Slope ° Cleared Land Plain See Plan egetatiDn Land form Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,006 ft. Possible Wet Area 1,000 ft. Test feet feet Property Line 15-50 ft Drinking Water Well None Other Test eel— 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes ❑ No X❑ If.Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) y ❑ Weathered/Fractured Rock . ❑ Bedrock ❑, 5 Groundwater Observed: Yes No X If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches - - elevation. _. .:. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 22 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP513 Depth- Soil Soil Matrix; Redoximorphic Features Soil Coarse Fragments Soil Structure. Soil Other (In.) Horizonl+ Color-Moist (mottles) Texture °/q by Volume- Consistence' Layer Munsell USDA Moist Depth Color. Percent Gravel Cobbles &Stones 3-0 O `' 10YR 2/1 0 2 A 10YR 2/1 < SANDY WEAK 2 FRIABLE LOAM GRANULAR ' 2-4 E 10YR 6/1 c 2. - FRIABLE SANDY WEAK LOAM GRANULAR 4-29 B 10YR 5/6. - 3% - FRIABLE LOAM Y WEAK SAND GRANULAR, 29-50 LOAMY C1 10YR4/G SAND 5/o MASSIVE FRIABLE 50-120 C2 10YR 5/6 - SAND - MASSIVE, FRIABLE, I µ , Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal. Page 23 of 7 Commonwealth of Massachusetts -- Town of Barnstable Form 11 - Soil, Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number TP6A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date I ime weather 1. Location Ground Elevation at Surface of Hole. 60.5 FT Location(identify on Plan). See Plan 2. Land Use: Cleared Woods Minimal . 0-3% Stones- (e.g.woodland,agricultural WE,vacant lot,etc. Surface opa(%) Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) 3. Distances from:. Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet feet. Property Line 15-50 ft Drinking Water Well None Other feet , eat 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes 0 No XD If Yes: Disturbed,Soil Fill Material ❑ impervioustayer(s) Q Weathered/Fractured Rock Bedrock 0 5 Groundwater Observed: Yes Q No XD If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. me es elevation .. .. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 24 of 7 6 Commonwealth of Massachusetts Town of Barnstable" Form 11. - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TPsa, Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Othey (In.) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Cobbles Depth Color: Percent Gravel &Stones 0 2 A 10YR 2/1 SANDY <2 WEAK FRIABLE LOAMSAND GRANULAR WEAK 2-4 E' 10YR 6/1LOAMY <2 GRANULAR FRIABLE 4 24 B 10YR 5/6 _ _ LOAMY 3% WEAK FRIABLE _ SAND GRANULAR 24=50 C1 10YR 4/6 5°/q <2 .:: MASSIVE FRIABLE LOAMY 'SAND . 50 120 C2 10YR 6/2 SAND - MASSIVE" FRIABLE; Additional Notes. ,-Top organic layer has been removed during site clearing o - i DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 25 . Commonwealth of Massachusetts Town of Barnstable . Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. On Site Review Deep Observation Hole Number: TP6B 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny ate tme Weather 1. :,Location Ground Elevation at.Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland.agricultural ie ,vacantlot;a c Surface Stones Slope ) Cleared Land Plain See Plan Vegetation, Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft.. Possible Wet Area 1,000 ft. _ feet feet Property Line 15-50 ft Drinking Water Well None Other Teat eel .4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No XQ. , If Yes: Disturbed Soil Q Fill Material Impervious Layer(s) Q Weathered/Fractured Rock Q Bedrock Q 5 Groundwater Observed: Yes No 0 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated.Depth to High Groundwater: Greater than 10 ft, inches elevation I, DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 26 of 7 Commonwealth of Massachusetts' 6 o Town of Barnstable Form.11 Soil Suitability Assessment for On-Site Sewage. Disposal Deep Observation Hole Number. TP613 Soil Matrix: Redozimorph is FeaureDe Dept Soil Soil Coarse Fragments Soil Structure Soil Other (In) Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-3 A 1 OYR 2/1 - SANDY 2 - WEAK FRIABLE LOAM GRANULAR . 3-5 E 1 OYR 6/1• _ <2 FRIABLE SANDY WEAK LOAM GRANULAR WEAK 5-24 . B 10YR 5/6 _ SA DY 3%r GRANULAR FRIABLE LOAMY 24-50 C1 10YR 4/6 SAND 5% <2 MASSIVE FRIABLE 50-120 C2 1OYR 6/2 - SAND - MASSIVE. FRIABLE Additional Notes. Top organic layer has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 27 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal C. .On-Site Review Deep Observation Hole Number: TP7A 22-Jut-05 7:30 a.m.to 5:00 p.m. Sunny Date Tme Weather 1.1 Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on.Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g:woo land,agricultural field,vacant ot,etc. urtace tones Cleared Land Plain See Plan Vegetation Land form Position on landscape(attach sheet) 3 Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel to feet Property Line 15-50 ft Drinking Water Well None Other feet eel 4 Pa Material: Unconsolidated mineral&organic deposits Unsuitable Materials'Present; Yes No XQ If.Yes: Disturbed Soil Fill Material, ❑ Impervious Layer(s) El Weathered/Fractured Rock, ❑ Bedrock 5 Groundwater Observed: Yes Q No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches a evation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 28 of 7 1 - .Commonwealth of Massachusetts Town of Barnstable - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP7A Depth Soil Soil Matrix: Redozimorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) . Horizon/ Color-Moist (mottles) Texture %by Volume. Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-4 A 10YR,3/2. - SANDY 2 WEAK FRIABLE LOAM GRANULAR 4-6 E 10YR 6/1 - _ SANDY 2 - WEAK FRIABLE LOAM GRANULAR 6-26 B 10YR 5%6 - _ LOAMY �,2 - WEAK FRIABLE SAND GRANULAR 26-90 C1 10YR 4/6.. - _ LOAMY <2 SAND MASSIVE' FRIABLE '• ,' 90-120 C2. 10YR 6/2 - a SAND - MASSIVE FltIA6LE • Additional Notes Top organic layer has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 29 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal . C. On-Site Review Deep Observation Hole Number: TP7B 22-Jul-05 7:30 a.m.to 5:00 p.m. .' Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 59.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g:woodland,agricultural field,vacant lot,etc.) Surface Stones Slope ° Cleared Land Plain See Plan egetation Land form Position on landscape attach sheet)* 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel eel t feet Property Line 15-50.ft Drinking Water Well None :Other eel eel 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No X❑ - If Yes: Disturbed Soil Q Fill Material Impervious Layer(s) ❑ Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. -. me es. elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 30 of 7 . Commonwealth of Massachusetts = Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal peep Observation Hole Number: TP713 Depth. Soil Soil Matrix. Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In`:)T Horizon/ Color-Moist (mottles) Texture %:by Volume Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 3-0 PAVEMENT 0-26 B 10YR 5/6 LOAMY WEAK _ SAND < GRANULAR, FRIABLE LOAMY, 26-84 01 10YR'4/6 <2 MASSIVE FRIABLE SAND 84 120 C2 10YR 6/2 . - - SAND - MASSIVE FRIABLE Additional Notes. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 31 of 7 i Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review - Deep Observation Hole.Numbers`- TP8A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny 5 ' Date Time Weather 1: Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural ie ,vacant lot,etaSurface Stones Slope Cleared Land Plain See Plan. egetation Landform. Position on an scape atlac sheet) 3. Distances from: Open Water Body 1,000 ft. .Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. feet � eel t eel Property Line 15-50 ft Drinking Water Well None Other Teat . eel 4 Parent Material:. Unconsolidated mineral&organic deposits Unsuitable Materials Present:-Yes No X 1 If Yes: Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) Weathered/F ractured Rock , ❑ Bedrock ❑ 5 Groundwater Observed: Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. .. -'. .. - Inches elevation " DEP Form 11 Soil Suitability Assessment for On-Site,Sewage Disposal Page 32 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP8A Depth Soil Soil Matrix:: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.);` Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er . Munsell USDA Moist Depth Color Percent Gravel & Cobbles Stones 0-3 E 10YR 6/1. - <2 - FRIABLE SANDY WEAK LOAM GRANULAR ' 3-28 B 10YR 5/6 - -5 2: FRIABLE WEAK LOAMY SAND GRANULAR 28-1,20' C 10YR 4/6' - 10% <2 MASSIVE FRIABLE LOAMY • SAND Additional Notes Top organic layer and loam has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 33 of 7 i Commonwealth of Massachusetts - Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal . C. On-Site Review Deep Observation Hole Number: TP88 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See.Plan 2. Land Use: Cleared Woods Minimal 0-3% . e.g.Woodland,agricultural field,vacant lot,etc. Surface Stones slope(° Cleared Land Plain See Plan : egetation Landform, Position on landscape(attach sheet) - 3. Distances from: Open Water Body 1,000 ft. Drainage Way. 1,000 ft. Possible Wet Area 1,000 ft. Teat eel: feet Property Line 15-50 ft Drinking Water Well None Other Teat ele 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes r No XD If Yes: Disturbed Soil E Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes F No . XQ If Yes: Depth Weeping from Pit Depth Standing Water in Hole . Estimated Depth to High Groundwater: Greater than 10 ft. inc es elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 34 of 7 6 Commonwealth of Massachusetts - _ Town of Barnstable, Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal : Deep Observation Hole Number: TPaB Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.).:.. ' Horizon/ Color-Moist (mottles) Texture %by Volume. Consistence Layer Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 0-2 E 10YR 6/1 - - SANDY LOAM .<2 - WEAK GRANULAR FRIABLE 2-27 B 10YR 5/6 _ - LOAMY <2 WEAK FRIABLE SAND GRANULAR - 27-120 C 10YR 4/6 _ LOAMY 10% <2 MASSIVE FRIABLE SAND . d. Additional Notes Top organic layer and loam has been removed during site clearing. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 35 of 7 C Commonwealth of Massachusetts _ Town of Barnstable Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal C. On-.Site Review Deep Observation Hole,Number: TP9A 22-Jul-05 7:30 a.m.to 5:00 p.m, Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 60.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones lope Cleared Land Plain See Plan Vegetation Landform Position on landscape(attach sheet) _ 3. Distances from: Open Water Body 1,000 ft. Drainage Way_ 1.000 ft... Possible Wet Area 1,000 ft. ^ Teat eeT- Feet Property Line 15-50 ft: Drinking Water Well None Other eel eel t 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes Q No X❑ If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Q Bedrock ❑ 5 Groundwater Observed: Yes No 0 If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. inches elevation I I DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 36 of 7 Commonwealth of Massachusetts Town of Barnstable.. Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number, TPSA Depth Soil Soil Matrix: Red ximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.) Horizon/ Color-Moist (mottles_) Texture %by Volume Consistence Layer - Munsell USDA Moist Cobbles Depth Color Percent Gravel es . &Stones 0-2 E 10YR 6/1 s _ SANDY <2 WEAK FRIABLE LOAM GRANULAR 2-24 B 10YR 5/6 LOAMY <2 WEAK FRIABLE SAND GRANULAR. 24-120 C 1.OYR 4/6'- - _ LOAMY 51/c <2 MASSIVE FRIABLE SAND Additional.:Notes Top organic layer and'loam has been removed during site clearing DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 37 of 7 Commonwealth of Massachusetts _ a Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Z. On-Site Review Dee.p Observation Hole Number: TP913 22-Jul-05 7:30 a:m:to 5:00 p.m.., Sunny ate ime Weather 1: Location Ground Elevation at Surface of Hole 60.0 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural ie ,vacantlot;etc. Surface Stones Slope( ) - Cleared Land Plain See Plan egetation. an orm Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ff. Possible Wet.Area 1,000 ft. . eeT—t eel— feet Property Line. 15-50 ft Drinking Water Well None Other eel—. _ eel f , 4 Parent Material: Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No XQ, If Yes: Disturbed Soil 0 Fill Material, 0 Impervious Layer(s) . Weathered/Fractured Rock 0 Bedrock 5 Groundwater Observed: Yes 0 No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. Inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 38 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 Soil.Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP913 ' Depth Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other In., . Horizon/. Color-Moist (mottles) Texture %by Volume Consistence La er Munsell USDA (Moist). Depth Color Percent Gravel Cobbles &Stones 1_0 0 10YR 2/1 - E - < - SANDY- WEAK 075 10YR 6/1 2 FRIABLE LOAM GRANULAR LOAM 5-29 B 10YR 5/6 - - 12 - FRIABLE Y WEAK SAND - GRANULAR 29-.120 'C 10YR4/6. - <2 <2 MASSIVE FRIABLE LOAMY SAND Additional Notes - DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal.-, Page 39 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review. Deep Observation Hole Number: TP1bA 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time Weather 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc. urface tones ope ° Cleared Land Plain See Plan egetation andform Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. . eel eel feet Property Line 15-50 ft Drinking Water Well None Other" Test- eel i 4 Parent Material: Unconsolidated mineral&organic deposits . Unsuitable Materials Present: Yes No X❑ If Yes: Disturbed Soil Q Fill Material ❑ Impervious Layer(s) , Weathered/Fractured Rock ❑ Bedrock . 5 Groundwater Observed:. Yes ❑ No X❑ If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 10 ft. Inches elevation .... DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 40 of�, Commonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: TP10A Depth Soil. Soil Matrix:" Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Other (In.). Horizon/ Color-Moist (mottles) Texture %by Volume Consistence La er Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 4-0 0- 1 oYR 2/1 0-5 E 10YR 6/1,. SANDY. <2 WEAK FRIABLE LOAM GRANULAR 5 22 B. 10YR 5/6 _. LOAMY <2. FRIABLE _ WEAK SAND GRANULAR . .22-120 C 10YR 4/6 - LOAMY. <2 MASSIVE FRIABLE SAND ... Additional Notes. DEP Form 11 Soil Suitability.Assessment for On-Site Sewage Disposal Page 41 of 7 Commonwealth of(Massachusetts . Town of Barnstable For 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP106 22-Jul-.05 7:30 a.m.to 5:00 p.m. Sunny Mate Time. eat er 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agncu Tura fief ,vacant ot,etc. Surface Stones Slope Cleared Land Plain See Plan ' Vegetation an ormPosition on lanEiscape altac s eet - - 3. Distances from: Open Water Body 1,000 ft. Drainage Way "— 1,000 ft. Possible Wet Area 1,000 ft. ee?t eel— feet . Property Line 15-50 ft Drinking Water Well None Other eel eel— . 4 Parent Material: Unconsolidated mineral.&organic deposits Unsuitable Materials Present: Yes, No. X�. If Yes: Disturbed Soil 0 Fill Material 0 Impervious Layer(s) Weathered/Fractured Rock r7lBedrock 5 Groundwater Observed: Yes No XD If Yes Depth Weeping from Pit Depth Standing Water in Hole' Estimated Depth to High Groundwater: Greater than 10 ft. me es a evation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 42 of 7 Commonwealth of Massachusetts a Town of Barnstable Form. 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep..Observation Hole Number: TP106 Depth Soil Soil Matrixi Red ozimorphic Features Soil Coarse Fragments Soil Structure Soil Other (In) Horizon/ Color-Moist (mottles) Texture %by Volume. Consistence La er Munsell USDA Moist Depth Color Percent Gravel Cobbles &Stones 5-0 0 10YR 0 5 SANDY WEAK . E 1 OYR 6/1 - LOAM <2 GRANULAR FRIABLE .5-23. B 1OYR 5/6 7 LOAMY <2 WEAK FRIABLE SAND GRANULAR . LOAMY : - 23-120 C 1 OYR 4/6 - ' - <2 MASSIVE FRIABLE SAND Additional Notes Z. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disppsal Page 43 of 7 Commonwealth of Massachusetts Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP11A 22-Jul-05 7:30 a.m.to 5:00 p.m. Sunny Date Time weatner, 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan,) See Plan 2. Land Use: Cleared Woods Minimal 0-3% (e.g.woodland,agricultural field,vacant lot,etc.) SSurface Stones Slope ) Cleared Land Plain See Plan Vegetation Landform osihon on lanascape(attach s eet) 3. Distances from: Open Water Body 1,000 ft. Drainage.Way 1,000 ft. Possible Wet Area 1,000 ft. eet eel- feet Property Line ee1-550_ft Drinking Water Well None Other Teat 4 Parent Material: : Unconsolidated mineral&organic deposits Unsuitable Materials Present: ,Yes "No.: XQ If Yes: Disturbed Soil El Fill Material 0 Impervious Layer(s) Weathered/Fractured Rock Bedrock 0 . 5 Groundwater Observed: Yes 0 No XO If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated,Depth to High Groundwater:. Greater than 10 ft. inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 44 of 7 Commonwealth of Massachusetts ug y Town of Barnstable Form 11 - Soil Suitabilit Assessment for On-Site Sewage Disposal - Deep Observation Hole Number: TP11A Depth Soil Soil Matrix: Redoximorphic Features Soil ' Coarse Fragments Soil Structure Soil Other (In.), Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color . Percent Gravel Cobbles &Stones 6-0 0 A OYR 2/1 0 1 A. 10YR 2/1 - _ SANDY - WEAK FRIABLE LOAM GRANULAR 10YR 6/1` <2 - SANDY WEAK- FRIABLE- LOAM GRANULAR . LOAMY WEAK. 6-25 B : . 10YR 5/6 - 71 SAND <2 GRANULAR FRIABLE 25-120 C 10YR 416 LOAMY. <2 MASSIVE FRIABLE SAND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal' Page 45.of 7 Commonwealth of Massachusetts - _ Town of Barnstable Form 1.1 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review Deep Observation Hole Number: TP11B 22-Jul-05 7:30 a.m.to 5:00 p.m, Sunny ate Time Weatner 1. Location Ground Elevation at Surface of Hole 61.5 FT Location(Identify on Plan) See Plan 2. Land Use: Cleared Woods Minimal 0-3% e.g.woodland,agricultural field,vacant ot,etc. u ace tones lope n Cleared Land Plain See Plan egetation —La—ncTorm Position on landscape(attach sheet) 3. Distances from: Open Water Body 1,000 ft. Drainage Way 1,000 ft. Possible Wet Area 1,000 ft. eel eet eef Property Line 15-50 ft Drinking Water Well None Other eel- eet 4 Parent Material:- Unconsolidated mineral&organic deposits Unsuitable Materials Present: Yes No Q If Yes: Disturbed Soil Fill Material Impervious Layer(s) Weathered/Fractured Rock Bedrock 5 Groundwater Observed: Yes No Q If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: Greater than 1Oft. inches a evalion DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 46 of 7 4\ Commonwealth of Massachusetts Town of Barn stable Form.11 - Soil Suitability'Assessment for On-Site Sewage .Disposal Deep Observation Hole Number: TP116 Depth Soil Soil Matrix: RedoximorphicFeatures Soil Coarse Fragments Soil Structure Soil Other Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Layer Munsell USDA Moist Depth Color .Percent Gravel Cobbles " &Stones 6-0 0 10YR 2/1. 0-1 A - . 10YR 2/1 . - - SANDY. WEAK FRIABLE LOAM GRANULAR SANDY, WEAK - 1-7 E 1OYR 6/1 - <.2 FRIABLE LOAM GRANULAR T26 B 10YR 5/6 - . LOAMY <2 WEAK FRIABLE SAND ;,GRANULAR: 26-120 C 10YR 4/6, LOAMY <2 - MASSIVE FRIABLE _ - SAND Additional Notes DIE P Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 47 of 7 lugCommonwealth of Massachusetts Town of Barnstable Form 11 Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method used: Depth observed standing water in observation hole A. B. me es n et—c�s Depth weeping from side of observation hole A. B. m e —: n es Depth to soil redoximorphic features (mottles) A. B. inches m ec�i s Groundwater adjustment(USGS methodology) A. B. in as me e'er— 2. Index Well Number TSW-89 Reading Date 6/28/2005 Index Well Level 11.29 ft Adjustment Factor +1.6 ft Adjusted Groundwater Level 11.6 ft Assume groundwater below site is at el. 10 ft per MassGIS water table contour map E.. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a: Does at least four feet of naturally occurring pervious material exist In all areas observed throughout the area proposed for the soil absorption system? Yes X� No ❑ b. If yes.at what depth was it observed? Upper boundary: 22-30 inches Lower boundary: Greater than 10 ft. inc es me es F. Certification I certify that I have passed the soil evaluator examination'approved by the Department of Environmental Protection and that the above analysis'was performed by me consistent with the required training;expertise and experience described in 310 CMR 15.017. Signature of SoilEvaluator Date Joseph E.Henderson Sprin g 2001 Yype or nnte ame o of Evaluator ate o of va uator xam Donald Desmarais Barnstable -name of Boardof Health Witness Board of Health Note:This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal Page 48 of'7 t i December 27,200. I r Board of.Health 200 Iylain.Street Hyannis;MA 02601 Re: 0 Darby Way(formerly 459 Old Milli Roadl Osterville,MA 1 Members of.the.Roard _. t I authorize Matthew Eddy of 3 er Nye Engineering& Surveying,Inc.to represent;me'on a11, matters relating to the development of my property at:the address listed above. If you have any questions or comments;please contact me,at 508 428=4900; 4 f Very truly yours,.. Ron Welch KTW Group,LLC; `E - - - Town ®f Barnstable . g VSthf0. m MAft Board. of Health 200 Main Street,Hyannis MA 02601 Susan G.Rasic,R.S. Office: 508-862644 Sumner Kaufman,MSPH FAX: 508-790-6304 Wayne Miller,M.D. -- ---- ---=- — - .June-2-2005 Mr. Mark Nelson Horsley Witten Group, Inc. 90 Rte 6A Sandwich, MA 02563 o 459 RE:.Pro osed':Monitori_n �::P1an/ Old:Mill-Road; Osterviile Dear Mr. Nelson, The Barnstable Board of Health reviewed the monitoring plan for dt the innovative alternative shared system proposed 66 Lot 11 Psubmitted on behalf of your client, Osterville, MA (Assessors Map 1 ) Starboard Sweeney LLC, at the April 19, 2005 public sting of I I single-family plan was prepared for.a residential dring. The proposed eveiopm sign wastewater flow of 4,070 homes with a total of 37 bedrooms and aos to service the development gallons per day. The Title 5 system prop 000-gallon two-compartment septic includes an 8-inch diameter sewer main; a 19, chamber and a - tank, a Biocfere secondary treatmef 18 50'x2'x2'uni s�one treon nches.' hes.p , soil absorption system consisting o You requested approval for the monitoring plan for the shared IIA system. - The Barnstable Board of Health voted to approve the proposed monitoring plan, subject to the following conditions: e wastewater shall be tested quarterly during the first two years of (�) The - - operation. eter The influent and effluent shall be tested for the following.params: pH, ��) BOD, TSS, TKN, Ammonia-Nitrogen, Nitrate-Nitrite. luentration limit for total nitrogen: 15 (3) The eff . ent shall be the following conc mg/liter. y 4) After two years of operation (sometime in 2007) the applicant l their results. ( before the Board of.Health during a public meeting to present . of the influent and effluent testing. 5 The applicant shall submit.a letter to the Board of Health indicating-that ( )., the parcel reserved for drainage marked as Lot 12 Stormwate Management Parcel" shown on the submitted plan dated signed May 17, 2005, will.not be built upon. cating that ^T C(6) The applicant shall submit a letter to the Board-df-Health tment marked "Wastewater Treatment - the parcel reserved for sewage trea Area" shown on the submitted plan dated signed May 17; 2005,wi11 not be built upon. Sin rely Y s, Way Miller, M.D. Chairman y IL DECK r' ASi R 'E&TE . - BATN .. ® COUNTRY K.ITCNEN , { 00 i. GARAGE GREAT ROOM Z PORCI FIRST FLROO PLAN + --Q:FT:7-- .:. 2,142 TOTAL Q S FT I, . AT #2 ® - BEDROOI 1 #2 HALL I --- - --- --- BONUS _ . BEDROOM SECOND FLOOR PLAN 1015 SQ.FT Bayside Building, Inc. 1645 Route 28,3 Bayberry Square, Centerville,Masachusetts 02632 (508) 771-1040 Fax: (508)775-0155 wwwbaysidebuilding.com. Q ity.`Io L ive By° ;. ,0 1. '°�' ®� 1 .0 u 1 ® L■J n Fm w m FPNWA e....... A 4... .. ...... .. ... Ji. mum- Q!l MRS "All 44 • OP fil5lrCi w1wil III ,„ III III- 911III Al IIII III Null ,. IIIin a 1 111 moll�lm�Mm:m mill Elm so �i■ ' �tiiiv� ,ice ''` PM 1. DECK J� DhNING KITCHEN`do --- o D MASTER BED RN' Da� , FAMCLI RM ---- — - — — r , LIVING RM MASTER GARAGE FIRST 'FLOOR 'PLAN 1,350 SQ.FT. 1 805 OT S d' BEDROOM: if2' BEDROOM #3 STORAGE. BATH 1 #2 11JJ l� j SECOND FLOOR PLAN 456 SQ..FT. I Ba le-Buildin Inc. 1 �5 Route'28 3 Bayberry Square', Centerville`Masachusetts 02632 . 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R' ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i � c• I DECK BATP KITCHEN . o DINING GARAGE31 21 DEN LIVING ROOM RORCN S • ' FIR , ST FLOOR :PLAN 920,SQ..FT: J 1,760 TOTAL SQ.FT. M BATH BA N BEDROOIh #2 NAL :MASTER : BEDROOM OO BEDROOM #3 SECOND FLOOR FLAN :B40.SQ..FT.. . WW& Bayside Building, Inc. 1645 Route'28,3 Bayberry Square, -Centerville,Maskliusetts 02632 °Qua[ityTo Live Bye (508).771=1040 • Fax: (508) 775-0155 wwwbaysidebuilding.com Commonwealth of Massachusetts Town of Barnstable w Percolation Test Form 12 M Percolation test result,must be submitted with the Soil.Suitability Assessment for On-situ.Sewage . Disposal. DEP has provided this form for use.bylocal Boards of Health. Other forms may be used, but' the information must be substantially the same as:that provided.here.. Before_using this form, check with the local Board of Health.to determine the form they use. - .Important: A. Site Information When filling out forms on the Starboard LLC, Mill Pond Estates computer,use . only the tab key Owner Name. to move your 459 Old Mill Road cursor-do not Street Address or Lot# - use the return MA 02655. key, Osterville state' zip Gode. City/Town F. P. Lee, Horsley Witten Group, Inc. (508) 833 6600 Contact Person(if differentfrom Owner): Telephone Number B. Test Results 7/22/2005 11:24 AM 7/22/2005 11:55 AM Date Time Date Time 1:1A 11B Observation Hole 56" . 56" Depth.of Perc 11:24 AM 1.1 55 AM Start Pre-Soak 11-:40 AM.' 12:16 PM End Pre-Soak Time at 12„ 1.1:41.AM 12:17 PM 11:44 AM '12 2 0 PM Time at 9" 11:47:50 AM 12:25 PM Time at 6" Time(9"-6") 4min 5 min Rate(Min./Inch) 1 2 Test Passed:- Z. Test Passed Test Failed: Test Failed., ❑ Justin Lamoureux Horsley Witten.Group, Inc Test Performed By.: . Don Desmarais Barnstable Health Department Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1.of 1 i Comrrionwealth of Massachusetts Town of Barnstable W Percolation Test a Form-1Z. M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. site Information When filling out forms on the. Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return Osterville MA 02655 key. State Zip Code City/Town � F. P. Lee, Horsley Witten Group, Inc. (508)833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results., 7/22/2005 11:53 AM 7/22/2005 12:15 AM. . Date Time Date Time 10A 10B Observation Hole# 56„ 5601 Depth of Perc 1.1:53 AM 12:15 PM Start.Pre-Soak 12:04 PM 12:25 PM End Pre-Soak COULD COULD Time at 12" NOT NOT Time at 9" SATURATE SATURATE Time at 6° Time(9"-6") <2 <2 Rate(Min./Inch) Test Passed: Z Test Passed: Test Failed: ❑ Test Failed: Joe Henderson, Horsley Witten Group, Inc. . Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1 t5form12.doc•06/03 (i Commonwealth of Massachusetts Town of Barnstable W Percolation Test Form.12 Percolation test.resulfs must be submitted with the Soil Suitability Assessment for On-site Sewage.. Disposal. DEP has provided this form for use by local Boards.of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form.they use. Important: A. Site Information When filling out forms on the computer,use Starboard LLC, Mill Pond:Estates only the:tab key Owner Name . to move your 459 Old Mill Road cursor-do not use the return Street Address or Lot# Osterville MA 02655 key., State Zip Code City/Town _ F. P. Lee, Horsley Witten Group, Inc. (508)833 6600 Contact Person(if different from owner)., Telephone Number B. Test Results 7/22/2005 1:16 PM 7/22/2005 1:30:PM Date Time Date. Time 9A 9B Observation Hole# - 5611 56,, Depth of Perc 1:16.PM 1:30 PM' Start.Pre-Soak. ` 1':26 PM 1:42 PM End Pre-Soak COULD.;` COULD: : Time at 12 Time.at 9,,. NOT NOT SATURATE SATURATE Time at.6„ Time (9"-6") : <2.. <2 Rate(Min-./Inch)' Test Passed:. ®- Test Passed: . Test Failed: El Test Failed:. 0 Justin.Lamoureux, Horsley Witten'Group, Inc. Test Performed By: Don Desmarais, Barnstable.Health.Department Witnessed.By: Comments: Perc Test:•Page 1.of 1 t5form12.doc•06/03 Commonwealth of Massachusetts Town of Barnstable ffp Percolation Test Form 12 subm itted with the.Soil Suitability Assessment for On-site Sewage Its must be � n test resu but Percolatio , ' Boards of Health. other forms may be used, bG has provided this form for use by Disposal. DEP p the information must be substantially the same as that provided here. Before using this form, check with . , the local Board of Health.to determine the form they use. - important: A. site Information . When filling out forms on the Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not Street Address or Lot# use the return MA 02655 key. Osterville State zip Code cityrrown F. P. Les; Horsley Witten Group Inc. (508) 833 6600 contact Person(if different from Owner) Telephone Number B. Test Results 7/22/2005 1:55 PM 7/22/2005 1:18 PM _Date Time Date Time 8A 8B Observation Hole# 54" 5411 Depth of Perc 1:55 PM 1:18 PM Start.Pre-Soak - - 2:07 PM 1:33:30 PM End Pre-Soak COULD 1:33:30 PM Time at.12" NOT 1:35-04 PM Time at 9" SATURATE 1:37:05 PM Time at 6" 2 min Time(9"-6") - <2 1 Rate (Min./Inch) Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joe Henderson, Horsley Witten Group,Inc. Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By; Comments: Perc Test.•Page.1 of 1 t5formI2.doc•06/03 Commonwealth of Massachusetts Town of Barnstable Percolation Test Form 12 �M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local-Boards of Health. Other forms may be used,but the information must:be substantially the same as that provided here. Before using this form,.check with the local Board of Health to determine the form they use:. important: A. Site Information When filling out „ . forms on the Starboard LLC, Mill Pond,Estates. computer,use only the tab key Owner Name to.move your 459 Old Mill Road cursor-do not Street Address or Lot use the return MA 02655 key. Osterville Zip Code City/Town . State . p F. P. Lee, Horsley Witten Group, Inc. � _ (508) 833 6600 Contact Person(if different from owner) Telephone Number B. Test Results 7/22/2005 2:10 PM _ 7/22/2005 1:57 PM Date Time Date Time . 7A+ 7B Observation.Hole# 65„ 83" Depth of Pere 2:10 PM 1`.57 PM . Start Pre-Soak 217 PM 2:05 PM` End Pre-Soak COULD i Time at 12" NOT NOT' , Time at 9" SATURATE SATURATE Time at 6" Time(9%6").. <2 Rate.(Min./Inch). <2 Test Passed: Z Test Passed Test Failed: ❑ Test Failed 0 Joe Henderson, Horsley,Witten Group, Inc. ' Test Performed By: - Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1.6f 1 t5form12.doc•66/03 Commonwealth of Massachusetts Town. of Barnstable Percolation Test Form.1.2 ^~ Percolation test results.must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. site Information When filling out , forms on the Starboard LLC, Mill Pond Estates computer,use only the tab key Owner Name to move your 459 Old Mill Road cursor-do not St eetAddress or Lot# .use the return MA 02655 key. Osterville state zip code . City/Town . F. P. Lee, Horsley Witten Group, Inc: (508)833 6600 Contact Person if different from Owner) Telephone Number Gnt ( , B. Test Results 7/22/2005 1:59 PM 7/22/2005 3:10 PM . Date Time Date Time 6A 613 Observation Hole# 48-1 481 Depth of Pere 1:59 PM 3:10 PM Start Pre-Soak 2:14 PM 3:25 PM End Pre-Soak 2:15 PM 3:26 PM Time at 12 2:18 PM r 3:31 PM Time at 9 2:21 PM 3:36 PM Time at 6., 3 min 5 min Time(9"-6") 2 . Rate(Min./Inch) Test Passed:. ® Test Passed: Test Failed: ❑ Test Failed: ❑ Justin Lamoureux, Horsley Witten Grou ; Inc: Test Performed By: Don Desmarais, Barnstable Health Department Witnessed By: Comments: Perc Test•Page 1 of 1_ t5forml2.doc•06103 1' INSPECTOR: `sDO11i'NA MIORANDI; BARNS TABLE BOH . SOIL EVALUATOR.- !BRUCE MURPHY YANKEE SURVEY COIVSUTANTS DATE: 19-00-99 .... . _ __. TEST PITSNO 1-4 ..............................._...... ... .......... . ...... PERC RATE:,;ALL SANDS ESTIMATED TO BE <2 MIN/IN ... DEPTH.OF PERC: ;5.5.'. TEXTURAL CLASS:;I TP-9 TP-2 0.0 60.0 0.0 60.0 A A SANDY LOAM SANDY LOAM 10 YR 413 0.8 59.2" 0.8 ' 10'YR 4/3 59:2 B B _ LOAMY SAND :. . 10 YR 518 LOAMYSAND" 3.0 ' 57.0.. „ " 3.0 10 YO 518 57.0 C DEPTH OF PERC 66" <2.MIN/IN. PERC RATE MEDIUM SAND MEDIUM SAND 10-YR 614 10`YR 614 12.0 48.0 JVo GROUNDWATER/MOTTLES 12.0 48.0 NO GROUNDWATER/MOTTLES TP-3 r= 0.0 60.0 T P- O 0.0 :_ 60.0 0.3 ' 59.8. ' A. 0_3 ' 59.8 SANDY LOAM A 0:$ 10 YR 413 59.2 LOAMY SAND 10 YR 413 59.2 LOAMY SAND 10 YR 518 LOAMY SAND 3.0 ' 57.0 C 30 -, 10YR518 - 57.0 C DEPTH OF PERC 66" <2'MINIIN: . MEDIUM SAND 10 YR 6/4 PERC RATE !� MEDIUM'SAND 10 YR. 614 t 47.0 .. 11.0 49:0 NO GROUNDWATER/MOTTLES NO GROUNDWATER/MOTTLES ( �\ BAXTER NYE F ENGINEERING & . SURVEYING � .-:-" - - - Registered ProfessionalEngineers P'wi i - "..., dnd'.Land Surveyors .. .. � ...:..,,. ., :•. -, „, -:. ..: �. .`o ..� : � '78.North Street F 3rd'Flbor - tgp��w .; N a,. ,` "_ .-.,. •-:,';- .'mac y .. _, .Hyannis.Mossochusetts°02601 y . - �08 �;.o r.:a r - se„0 _tL Ahone--'(508) 771=7502 N Foz.- (508) 771=7622 � T.O wwwbaxter-nye.com Z _ - - .. STAMP "STAMP , , r �fFVD CO:N SU LTANT 3 r� U it CONS 'LTANT PARFOR: - r _ ... _. .,.. A:M:^I66.02... EEA'✓AMl. PERF.Y 6 '/ - � \ Group,LLC P.R.E. . :., � - r. -.a .;- .- - � '�-=,2n• �. ,,, m •�; � �� .END'CURB� - \ �- -r Box STA.:S+OI T r - - a.-. '� Cst�ef-VIo MA�55. ,. cr - `. - .. _... a _ •2 ti,-n u 9.4'5ETBACI ;� .. 5 , . -` LOT 11 ONLY 'xJ -.. . o m,, L, sD y'. •0 .j i .. - .. �. ALL'�PI:Fw -&TYPES n ,\ NG LOCATION 5 c 1 ' -' �•-- -' �PROP. BOUND l A.M 143.11 k.((/ r ,.• _ -_ T01YN OP:BARNSTfiBGE. ,,.., ,,,m / �.... o, •_ .' > . r I P/ ';: •' ` /% '7lAoxa A:" t/i �C/ / tort t c,><tosees. ml / •40 \ /' f,Q :/: �R � 'ice' w" 1 s ry ' 4� m F S PU J N RVAII N �o 5 _F BLIC CO SE 0 1.i l AN RECREATION�AREA,' g DO a \ N �. , \. e t. , N- s••r, .ou. - . ..` „ .-- .91 p ... - .. .[p.kET ..60A5 f - ?• _ : ' ... � :�- .- a .. .. '• .. .s.Tv.r n "", [br SSN.M'C. �L;.� s '.!. � • / j L r1 : .. • .- � ... :. .: _ ... -.:--, -. '. __:. `. ,:6,y / c�sg�or'CaC., -/.�0,'S 9 O�� N _ .. ,`.� ,✓ 2.1D' .� ..:os °v.. _ _ N,10\ Q \-J / �.`'+rs'G.rr,' hx^ ,\ . ry x.. •-'{ c .. '• '�./ : / '.. /s: ,,q .<o C'T � �'fqS' \�-'' /� 0 ��225-��� d / - •��\ _.(' .:.6 :l / - g ,CDR 6 / V . _ �` .. A.M t4.7 O5; l0 -�.- _ •. - .-.. : AMERTCO B4RBOSA / ao 8, �Sgg[OT���59.5 �V � / TITLE. • s 5 Site Layout Plan Y SHEET No . ` N... .':' - OFP4".GASOSE':VICE /5 5 � DA'T.E:'7-30-13 .O - _. _. / 5 r HOUSEO d441 t / �`A 30 0 ;'30 60 END URB'AND IDEWALK Ory-. �... -�' �. .. SCALE IN"FEET S C'AL " a - •'S r - pgAWN/D'E 61GN JKL CHEGKE—Y:MwE J O.p N 0.: 2606-026=4. A...-FILE':-2066-026-°MIUM ' �. • -: '. d t o 0 o a TER �'E . 10 EN INE i , ENGINEERING A . t> :SURVEYING -� Registered Professional Engineers z 0 and Land Surveyors .. , d _ • s 78 North Street 3rd Floor a s r - 2 Hyannis,nnis Massachusetts 02601 r w o _ M a 5P n 8 771 7,< , , �. Phone 50 502 Macah .. s f r� �� • 0 r 4 Fax 508 771 7622 4..r Pand � • 00 www.boxter-nye.com to N 0 'Cat 0 N ; • 0 0 f 0 ' a _ . ,,, 1� « STAMP STAMP o ' O Q24 C a �A s P f 0 ubIa T ti . . S EPH,. {.,.... Esew 0 , 0 S T ON 5 .. r ., .. CIVIL ^` r. �• I' N 4 .. 634 5 10 . . • r ` i. V • .. �, • �/ - • • it r.,,... ._, . . .. . d ST � a F M S G N L A o A ,O JJ .o W � 0 i - 1. :=a CONSULTANT 4 CO SU T /. MLE 1 FEET / q Mir r. is Q N 4 O . l> 7 3 l J 4 O 3 Locu Barnstable, table MA CONSULTANT:. 3 s s s \ T c E , q \ C r > _ � k O 1 k N 2 S - 6.3• O 6 00 S � , S�. / / � o F 66 0,2 i ► AM: 1 PREPARED FOR . 59.10 60. 62 57.6 / $' BENJAMI PERRY A 706 392 / 8 / b N / b \ / 59.69 KTW Group, LLC 2 END CURB � 6 1 ' ��. 1 r ? 1 0 � P.O. Box 480 � S � `. c/o 4 STA. 5+01 58. � 1 F 4 T P 5 6 � 9.4 SETBACK q N c O o vill MA 02655 k � Y Oster e M LOT 11 ONLY) � v 5 hO S b � • O �1r -56.49 o g� / 5 0 2 b CO 6 i ti O r 058. 5 0 1 0 O . SEE LANDSCAPE P \ S F i SHED 1 � N 0 ALL PLANTING LOCATIO S x : & TYPES a �(T � 3.2 A T , S A , V 3 S N N q s T 8 L r i s _ 1 o r R . BOUND TYP. 92. � PROP ( _ E 40 4e E� 5 1 , a / � 88 61 . s o / / S / 58.41 / 0 a B �0 / Ff � r / / P d _ A o 1 Q . � COTTAGE _ W / t/ ry / / O O k Q cP E 2 .' o T S / �► .5 E PUBLIC CONSERVATION , / x 4 58.6 N q .1 ti / N k. . HOUSE AND RECREATION AREA �o db � s 0 cr / 48-1 / ... R ? DECK O N 6 .` 3 / / C b / Y � 5 7 r s , W _ m Q- . O GARAGE A.M. 1 43 Il 0 0 8 7 5 o 4 STABLE a 9 , TOWN;OF o 'BARN S c - �► o s \ . o e x a MUN �► s :73CL / 60 o 61 . �o 6 h � s N \ 5 �O ti m C 105886 9 6 T \ / a o � i r r / s q A 61416 O r 0 B . ti '�+a S 60.91 / � 0. q w O °yPo w <T ...I >es \ ,�" / / ! 0 56.24 .� E . eo r � b , k qi s ti k I- s �' r F s NT R .� s �T q s E? 60 � r c 0 61 9 1 .... o 3 �N o � . s � S C � •r s 8v rie`. J ti r 9. \ 61 .5 r r� 8 o, / w > . m F �.r CO F Zkj�. Qa o Q- OL �, 0 a. ry- 0 / / / s /� 49 9 T O � o 0 0 76 rs � i � �• � � Irl�\ Ay o � � ,.�h � � 62.10 / • S \ \ ti �, �► F �, y NOTES. 6 : � / � Z r / / \ qH W s ,r o \ l N \ .o l/ ♦ r ti �/ 5 8 m O 6 T \ 3 \ Q r _1 THIS PROJECT-IS APPROVED UNDER COMPREHENSIVE PERMIT 2005 013, ISSUED ON r . �R � # s k F o. 6 r J c o . / B, q s. �.2 6 5-31-05. THIS APPROVAL PREDATES THE CREATION OF THE S.E.P. OVERLAY DISTRICT WHICH ? / loT r S 1 ., Co 9, . F Qp Y• / a 6 .12o d F \ O O .r DOES` NOT APPLY UNDER ;.:THIS COMPREHENSIVE `PERMIT. � ss ab ae � ° 35s Z w o o 2. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH .MHDSS, TOWN ORDINANCES, 61 .79 3 38.32 ^ W co REQUIREMENTS AND SPECIFICATIONS. l `X 3. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE- 61 .69 CONSTRUCTION MEETING h w AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. \ y 6 / /\ 6 • Uj o ax N Q 4. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY 8(8 � 0 9• I" � � I r N n0 FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. �s 60.23 ti A.Al ` 8 9.41 � .89 05 143/ } 5. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING %"ERICO BARBOSA ' SLOPES ON WALKWAYS SHALL BE LESS THAN 5 AND ALL CROSS SLOPES <2%. THESE ARE 5872/321 9 1p \ o S 1 �- 5 .7 MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST �s FT / •' ;� �s �T 59.5 /� d z W DISABILITIES ACT dt COO eq C o.. 89 r Q CURRENT REQUIREMENT'S OF THE U.S. ACCESS BOARD, AMERICANS WITH D SAB LITIES k h o r� 5 5 SHEET TITLE COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD, �► as o� a� rit Alc .60 6 T W I T BE - . . /o y 6, EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE HERE IT S 0 TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO ?�r 58.37 0 Site Layout Plan REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH o } SUITABLE COMPACTED MATERIAL PER PAVEMENT_'SECTION DETAIL HEREIN. ANY SAWCUT LINES p d SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL` BE ` b DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING 4 ` SHEET NO GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING 5 r ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING APPROX. LOCATION 5� 5 Sheet 3 of '17. ASPHALT "SHALL BE WITH AN APPROXIMATE 1% GRAPE UNLESS OTHERWISE IDENTIFIED. THE JOINT OF 4„ GAS SERVICE 57 R SHALL NOT BE ABRUPT. 5. DATE . 1 3 2013 HOUSE 2 1 Y 7. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF CURB WHERE S #441 <v 30 0 -30 60 o APPLICABLE. END URB AND IDEWALK a 5 8 SCALE IN FEET J I NAG M REQUIREMENTS OF TOWN ZONING AND/OR SIGN '8 BUILDING AND SITE. S G E SHALL MEET EQ / / � • 0_5 »_ , ORDINA NCES. SCALE . 1 - 30 DRAWN/DESIGM BY; JKL CHECKED BY: MWE a CADD FILE: 6-4 DMA 8 J'O B N O. 2006-026-4 2006-02 0 BAXTE R NYE L PROPOSED SPOT GRADE (TYP) ' I / / ' / // / BACKUP GENERATOR SET ON CONCRETE SLAB ENGINEERING & PAD TO BE SIZED TO SUIT THE GENERATOR / , / // / / WITH A 3-INCH REVEAL ON EACH SIDE ��� RESERVE AREA (DASHED) SURVEYING\ ' I / / / „-✓_, 7,000 GALLON / /' / / / , 14.72 SERVICE PANEL SET ON CONCRETE SLAB r PUMP CHAMBER PAD TO BE SIZED TO SUIT THE PANEL ! 3>// ' '/ �'� 6 Fr. SINGLE �� / / / ' / ' / WITH A 3-INCH REVEAL ON EACH SIDE Registered Professional Engineers 1"r'� ..6 ,►n / I I / ' / ' / ' \ / ' / / and Land Surveyors .o sroctcAOE � � � / / / y BACKUP GENERATOR ELECTRICAL PANEL \ I I / / / // / , / / 4" SCH 40 PVC BIOCLERE VENT 78 North Street - 3rd Floor +�// // // / �/I IOCLERE MODEL I / / / , \/ / / WITH ANIMAL SCREEN / / / / Hyannis, Massachusetts 02601 // // / / ��� S 24/30 WITH 950 \ \ I / / I// / ,� Fp q GALLON CLARIFIER ,/ \ / // / .r p p Phone - 508 771-7502 4.500 GALLON \ / / / / / � / \ / � ( ) SEPTIC TANK 4" SCH 80 � �, �// • //�1/, ' � �\ Fax - (508) 771-7622 MANIFOLD www. oxter-nye b .com / 60. I57.6 59.10 \ / / / / / / / / / / / / / BIOCLERE MODEL 24/30 WITH 950 - GALLON CLARIFIER 18-2' WIDE, 2' DEEP 50 4" SCH 80 l' O P2A/ \ 59.69 \ \ \ / / /' /' ' / / / / PROVIDE EARTH BERMING AROUND S T A M P S T A M P LONG LEACHING TRENCHES TP I 58. -60 - / j / / / / , / / / / PVC FORCEMAIN - �- / / ' / ' / / / / / / PERIMETER OF BIOCLERE �NOFM 9.4' SETBACK / 6 qS - (LOT 11 ONLY) \ 4'x4' VALVE VAULT 5 6.49 58 / , , , / / Ems` fin. STEPHEN / � i / / / /'�, (q MATSON 6 FT. SINGLE SIDED o D. \� 9,000 GALLON 10' GRAVEL `\7o• - - - / / // // / / / \ // STOCKADE FENCE No TSON �l CIVIL SEPTIC TANK ACCESS ROAD � SFT \ ( , / / / / / / / / / 46345 WW ACCESS \ / EASEMENT 53.20 / , , / , c� / O GROUNDING RODI ��c��'/STCt� / TP3 \ \ /' 4,500 GALLON s/()NAL E"60/3 a SEPTIC TANK STD�� (-- BENCHMARK: / / 1 \ � ' / ' 0 , / / \ NAIL 10' PINE - 2' 61 . /// --- ABOVE GRADE HYDRANT �)ANT �\ I �// // � I 58.4 I � 51 � \ / / ,� / / / / �� / � � � \ ELEV. 63.38' / CONSULTANT o r 1.5" SIN. 40��/ 8" X 6" / �// � / / / / c� --7 REDUCER \ /�/// / // //// / / / / / / / LO / PV BIOCL RE\ 47 CYCLE LINE , 60 . � CO / ' � CONSULTANT I 0 59.2 \ \ �Y / 58 /./ 6 .82 60 F / / � LOT 7 61. / \ P /o / / o \� F �' /' 10.46 I \ 1B A PREPARED FOR : 1BTf� OA 61 �. 60 \c / TP5 / / sv� S�F KTW Group, LLC b 5 / � / \� p, c/o P.O. Box 490 \ P- �� ' 136 LF 4" SCH 4 x4 VALVE / 4" SEWER / \ / 61.31 /T 6 80 PVC MANIFOLD VAULT G� \ Osterville, MA 02655 SERVICE (TYP.j 62.10 0 `"� / \ \ �S\G T P - B 19 LF 4" SCH 80 61 / 6 .3� 0. PVC FORCEMAIN / �G -- � / /\ � T qS � I UNDERGROUND \ 6 1 / j 1 7,000 GAL. PUMP CHAMBER l61.79 ELEC/TELE/CABLE \ / 61.69 / TP 9,000 GALLON \ \Cqs F \ \ / 60� - SEPTIC TANK \ \ q F� 8 59 \Cqs _ 60.2 P7B \ \ \ GRAPHIC SCALE ,1" SERVICE o / s GRAPHIC SCALE TAPS W/ �F 40 0 \ 40 80 160 60 CURB STOPS SF q 59.5 0R_ to o s 1I zo 40 \ Sf" ER MA/N PLAN �`� �� ( IN FEE!y, I \ ( IN FEET ) 58.37 �\ �G F I 0 9S m TOP OF MOCL RE q) EL 64.73Uj +- aD (L �- Ri ca �j � 1-1/2' SCH 40 PVC RECYCLE LK m NLET 00l OF 0 40 CC SEPTIC TANK (RUN LIE OUTSIDE TANK) INV x ^ °�" r FIM GRADE - 60.Qt (RECYOCLE FROM SLUDGE PUMP) 3 F*1% GRADE - 60.O± .� O F- > c m Z � INV. OUT EL 52.13 0 i Ir SOR ELEY-54 46 '� m r r h` 35 - - - - - - - - - - -- ELEv�54.07 - - -_ - - 0 to Zh r �� h r � �6 o r ^ w _ _ _ _ _ _ _ - - - - -- - - - - - - - - - . . MATCH a O C 1.5 810C1ERE 6' SCH 40 PVC 6' Sat 4o PVC BELOW O W =Z 2 * r h N h ` 4'&XUAIG S£RVaCE 52.96 RECYCLE Lr1E L-V s-1 31c � Paz FROML r 10 ( n c~i1 c h ` ` r 4"B!/ MG SER�ACE &_=65 , Sr 4t 2, .SrE NER I/NIYMaLE io 5236 `� �' z of (n � t t r F�+cw or .� ( Lr.4 ) /5/�� ,/2 Flow Z ' 44 ST 3 16, m o 4 BiiX&VIG S£14VX;£ (S�F .S�M£R MMMV �� Q LT.4 f fROM LOT 1 (/NV lXFAl1l-!X/T AET ELE1I 4607 c� - _ V1 h ­56.41, 4+64, (rnv order 14 a 4 MG SAV E L 4 f p�-�A ElEY-44 21 w k' - FRIOM/ T 5 (/NV. N U EL.t57. > Sr 2fp11 rr-o" 4't 1r-o- •.,R; '.,«.,:�. •.,K� o LT.4 ) PPE SUPPORT ' :' o = W 9.000 GALLON SEPTIC TANK 4.500 GALLON SEPTIC TANK B/OCLERE MODEL 24130 m N "�� scE (� WITH 950 GAL. CLAF/F/ER a ("°SCALO 4" SCH 40 PVC VOLT FINISH GRADE=60.0t v 1rTH ANYAL SCREEN rn � o �+ a �� T� l••• W47ER 4'SCH 40 PVC VERTICAL TEE AND J J B Wj .4.tj - 901n VENT PPE. SLOPED L-2 .56 f WA .SE?W C£ 8 SGVP .�5, S�4X 4WM LOT �NV 1 4'BWLDYNG SEIPVJICE OOIIlilU011S11f UP1rAt� TO VOLT 2 L 15.50• �57.17, 4` Arc SEJQvACE - ,SEyPW E - BIJILGYMG SL%XE 1 d a L)4&W aEVA7XW cor 4 (iiw r caw�c TOP OF TANK EL 53.58 r.4 =5S.8J, 2+9z FRI�►M or 9 (1N►! FR �I cor 2 (i LOT 1 (,wV _ Z EL4 ) 89, ST 71, EL� 95, ST t01, LT ).15, 4+9,�, •y-: :-. ':• .� .�.:. /INV. OUT=51.75 SHEET TITLE - TO VALVE VAULT Wastewater Plan 0+00 0+50 1+00 1+50 2+00 2+50 .3+00 3+50 4+00 4+50 5+00 MATCH 6" SCH. 40 PVC INV. IN=51.99 ABOVE m PROPOSED GROUND SURFACE ALONG CENTERUNE OF SEWER MAIN LAYOUT L=14', S=1.0% and Profiles r.i SHEET NO NOTE: HYDRAULIC PROF/LE SEWER MAIN PROF/LE SEWER MAIN PIPING AND SEWER MANHOLES 2 THROUGH 5 WERE INSTALLED Sheet 13 of 17 IN 2006 AND FIELD SURVEYED BY BAXTER NYE EGINEERING & GRAPHIC SCALE SC".- VERBCrIL 1=4' SURVEYING ON JANUARY 16, 2007. PIPING AND INVERTS ELEVATIONS . DATE : 12-13-2013 `0 ° 20 `0 Horizontal 80 6o HORIZONTAL 1 =40 DENOTED AS (as-built) ARE THE RESULT OF THIS FIELD SURVEY. GRAPHIC SCALE O 4 0 2 4 8 16 BOTTOM OF TANK: ELEV=45.33 r 0 2 4 Vertical 8 1fi '' SCALE : VARIES 4 : . .. ( IN FEET ) ( IN FEET ) 7,000 GALLON PUMP CHAA/BER DRAWN/DESIGN BY: JKL CHECKED BY : MK 8 0 JOB NO : 2006-026-4 C A D D FILE : 2006-026-4 WW.DWG 0 n t 0 1.2r-90•60.Ot FINISH GRADE I Z" LATERAL BAXTER NYE 1 °"` FRAME DUTY Comely Bimoo P PENTAIR ENGINEERING & �"'' 4'x4' CONCRETE RISER WITH 26' DNA. HEAVY DUTY CAST IRON FRAME AND Neme Beaer-Me�,�nee�t�,o >- STEPS OFFSET OVER OPENING CAST IRON FRAME AND COVER TO GRADE (TYP) 4'x4' (X)NCRETE RISER WITH ._..: COVER TO GRADE (TYP) PRECAST CONCRETE STEPS OFFSET OVER OPENING DSW 12M6=13 S U R VE YI N G WATERTIGHTELBO x ACCESS HATCH PRECAST CONCRETE RISERRISER ( ) WATERTIGHT 2'x3' ACCESS HATCH ,.2s MANIFOLDTn BE MYERS* SET IN CONCRETE TOP RISER (Tr) SET IN CONCRETE TOP TEE BELOW LATERAL ELEVATION = 60.Of FTI'IISH GRADESim 3WW/V3WW Flan. 188 US Mm Head 24 It Registered Professional Engineers I i = Type: Sub SoCrds Handling Speed: 175E rpm 6' SCH 40 PVC ELEV=54.46N 4' SCH BD PVC MANIFOLD FROM SMH t ElEV=54.07 Synch 1800rpm Dia: 6.125in "°"°"^� .X - and Land Surveyors r•1 ,- ( 6" SCH 40 PVC Curvet Impeller WA► Temperad,ne:68'F FLOW LINE g• SCH PVC p SECTION A-A Spec SIB: Ns: - Derrw. 62.32 bffl Vapor pmBwm o.m pm aU 1.5 78 North Street - 3rd Floor �saoW.. 0.9946 cP J FLOW LIE Nss: _ Alm pressure: 14.7 psi a RE Y LE LINE FLOW o : NPSH&- - Hyannis, Massachusetts 02601 RECYCLE UNE ZABEL TO BKICLERE FILTER Suctlon: - Disdre w 3 in A300-12X36-VC 5296 52 71 52.63 FILTER .�.,_w Starrdm- NEMA Sim 3 hp Phone - (508) 771-7502 t/2 800 FLOW bo 52.38 tss--wo� 1, 40 PVC OIS,RIBU" - E ye arm - Enaosure TEFc F ;8WT Fax - (508) 771-7622 �'TM 12" Sphere sine 2.5 in Sr+g"New Max` '°"° 'cuxve www.boxter-nye.com Z ELEV-46.07 INVERTED TEE ' ELEV=44.21 STAMP STAMP 4"xt.?s"z1.23" TEEFlow..F 188 US 50 ZABEL SUPPORT PIPE IMTH AT LEAST (4) - 2' 6.7s in Heert 25 R �(N CF MgsSy HOLES CUT FROM TOP TO BOTTOM IN THE SUPPORT , s GAS BAFFLE USE PIPE (SEE ZABEL INSTALLATION INSTRUCTIONS FOR Parer 163%%� 45 6.5 in d0 TO STEPHEN cyGJ, PIPE SUPPORT 'TUF-TITE' OR SUPPLEMENTARY SUPPORT DETAILS) D. APPROVED EQUIVALENT PARTIAL. PLANT VIEW NPSHr _ 40 \ 50 55 o MA SON `n 17'-0 4 t 17'-0• CIVIL 6.12s 60 No.46345 4' 9CM 80 PCMm OLD ShLOW head W.5 It � 65 � ��'o�FGrS T E��o���� 9, 000 GALLON H - 20 SEPTIC TANK 4 500 GALLON H- 20 P Shutoff 16.6psi Fss/OVAL ENG S E TIC TANK Min N1ar 30 Us gpm 5.5 in �k°t � (NOT TO SCALE) (NOT TO SCALE) BEP: 64.7% 216 US gpm 30 65NOL power �-- ■ L CONSULTANT 2S"-BO• LATERX 40 PVC DISTRBU110N 2.64 hp 335 US gpm 25 . 64.7 PUMP SYSTEM NOTES: PUMP NOTES will, Wil 5�, , , eo 5 hp Mas<power: � . 2 PUMPS REQUIRED (DUPLEXMG SYSTEM) A A 3.79 hp @ 404 US gpm 407,00E GAL PARE DOSING PUMP CHMIEEIt 2. PUMPS TO ALTERNATE IN OPERATION 'Cx1-W,d�• TEE 50 3 hp SHOREY ST-7000 H-20 OR EQUAL TO BE INSTALLED ON A 3. ALARMS TO BE ON SEPARATE CIRCUITS FROM PUMPS. hp LEVEL STABLE BASE DOSING CHAMBER TO BE INSPECTED do 4. 1 AUDIO AND 1 VI 15 O. VISUAL ALARM REQUIRED. 2 hp CONSULTANT CLEANED ANNUALLY. 5. MOUNT ALARMS ON PEDESTAL MOUNTED PANEL 60 PUMP SPECIFE9111M 6. MINIMUM WATER LEVEL. SUBMERGENCE OF PUMPS (PUMP OFF 0.7 1.5 hp DUPLEXN PUMP SYSTEM(2 ALTERNATING) PU SYSTEM COMPLETE WITH ALL FLOAT LEVEL) SHALL BE CONFIRMED WITH THE SELECTED PUMP - - �- - - 10 1 � DEBURRED 3/16.0 EQUIPMENT AND CONTROLS SHALL BE PROVIDED IN ACCORDANCE MANUFACTURER AND APPROVED BY THE EIGU�EER. t hp DISCHARGE HOLES WITH ALL THE PLAN INFORMATION AND SPECIFICATIONS HERON. 5 50 100 150 200 250 300 350 400 ALTERNATE SIDES 1.5 THE PUMPS SHALL BE RATED TO oEuvER IN WM O A TOTAL MAW HUD OF 24 FEET CAPABLE OF L4.83' TYPICAL PASSING 2" DIA SOLIDS. M EX p N.T.& ' PREPARED FOR : THE DUPLE)CNG PUMP SYSTEM SHALL BE EQUIPPED WITH (2) x o.5 MYERS NON-CLOG SUBMERSIBLE SEWERAGE PUMPS MODEL 3WHVIMEN 3QUA 3 HORSEPOWER, 175E RPM, 3 P PROVIDED VOLT (kt 210 �1'A� z 0 5o 100 150 200 250 300 350 400 K� �' ca 1.25'Nl SCH 40 PVC EQUAL THE PUMPING SYSTEM TO BE PROVIDED AS A �t �� DIST. LATERAL COMPLETE DUPLEXING PACKAGE, TO INCLUDE THE LIFT OUT RAIL US gpm SYSTEM, ON-SfTE CONCRETE SEWERAGE SYSTEM OR EQUAL PER Rump not available wNh.Shp and.75hp motors C/O P.O. BOX MANUFACTURERS SPECIFK'/1TNTNS (INCLUDING. BUT NOT LIMITED r -} � � � f BO BOTTOM OF PIPE TO: WATERTIGHT ACCESS HATCH WITH LOCK. GUIDERALS. BASE PLATES WITH DISCK#JM ELBOW ASSEMBLY. UFTING CHAINS, Flow Oeervft, /► 0 6W Speed Head Vtfl IV1�1 L SECTION VIEW HEW MOUNTING BRACKETS. FLOATS dt PIPING). A WATERTIGHT �9Prr� rpm ft % PRwrer NPSHr CONTROL PANEL SHILL BE PROVIDED IN A NEMA 4X hp ft 2M 1750 642 2.02 NON-METALLIC ENCLOSURE FOR PEDESTAL MOUNTING, MEEITNG - DISCHARGE HOLE DETAILS HE. SPECIG��S PROVIDED WITHIN THESE PLANS AND THE \ i� - 1750 �� 63 1.84 - NOT TO SCALE ELAPSED TIME METERS. FLASHING ALARM LIGHT AND HORN. 168 1750 27.3 60.7 . CONVEN04M OUTLET. 113 1750 29.8 56.1 1.51 9 6 46. 1.3 - CONTRACTOR TO SUBMIT PUIr7F CURVES AND MANUFACTURER 75.2 1750 32. - DATA/SPECIFlCAMONS FOR SELECTED PUMPS AND DUFUDUNG MERCURY FLOAT lRI1L>fEs PND ME 30-mw want, SYSTEM EQUIPMENT TO THE DONEER FOR APPROVAL LOCKABLE AND RM7ERIMT. Myers MAPS 6 6 Selected from catalog Myers 80Htz Vern:09.11 0 N r!1 - 4"!OLlOPVC 36' DIA HATCH LOCNJal FORCE MGM VIMIL7 AND WATERTIGHT r PVC INLET PMC oRM :2' O.C. VALVE Rr 2- LAYER OF DOUBLE WASHED 1/8- 1.25•0 SCHEDULE 40 PVC TO 1/2- PEASTONE OR NON-WOVEN THREADED CAP 9' EHCI G.EANOUT COVER GEOTEXTILE FILTER FABRIC -_ 4' CONCRETE SECURED AT FINISH GRADE (TYP) -I 4 INX mm >o vALrE VAULT (18) 50'L X 2'W LEACHING COLLAR ------ 4• SCH 00 PVC FORCE FINISH GRADE = 60.0f ES FINISH GRADE = 60.5t (TYPICAL) FINISH GRADE - 60.0t MAN Tn MA�AFOLD 1.25' DIA SCH 40 PVC LATERAL SLOPED TOWARD MANIFOLD AT 0.51 PERFORATIONS AT 4'-10' 12' MIN, 36' MAX, 4• Pvrr oRAN - B O.C., ALTERNATING BETWEEN 5 AND 7 O'CLOCK COMPACTED EARTH COVER 6"CRUSHED STONE PUMP CHAMBER -� POSITION ON PIPE (�) (TYPICAL) PUMP CHAMBER PLAN TO 0 "0`'o `'O`� o'-'o �'o - o,` o o "o•-• o"o`�o` o 'o"o�- o o`'o'`'o o 11�o` 0 0 0 0``'0 0 0 0 "0 0 `'0 0 N.T.S. 4- FLANGED TEE 0 0 0 0 E 0 0 0 0 0 0 0 0 0 0 E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •� 57,5E 0 0 0 0 0 0 0 0 0` 0 0 0 0 0 0 0 0 E o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o avow wlnl NstxT scIREEN � 0 0 0 0 E 0 0 0 0 0 0 0 0 0 0 0 E 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E ,� li 4 ��o 0 0 0 o p qq o 0 0 0 0 0 0 0 0 57.75 1.25' RISER 0°0°0°o°o°Q�o�c _ o°O°U°0°0°O � d °O°o°U°O°0°0°U°0°o° 00000000000' _�7 t �R �]„� - UU°UUO°UOUOODU°OUO°ODU°OO°OOOODU°OUO°°UOOOU61 W .0 0 0 0 0 E 0 0 c v o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 E 55.50 24 DM CTER FRAME J l O O o O O U O O O O O O O O O O O U O O O O O O O O O O O O O O o 0 O O AND COMER AT gtADE, a P�OLD °O°O°O°O°O° °O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O°O LOCKABLE rruaENRIIONTAND VALVES SHALL BE H- 54.82 BEGIN 30's44" AMAAWN "ARM AT ptADE, OVER CENTERED UNDER HATCH VALVE VAULT PLAN IMM 55.50 END �� CONTROL PANEL soot A«ALARM SYSEM �BLE NO AM SSARY. TV) N.T.S. v (ROTONDO MH 04 OR EQUAL DESIGNED FOR W L. FNISFED aRADE•eao� H-20 LOADING AT DEPTH OF COVER SPECIFIED HEREIN 0 SOT GREATER cc � THAN 5 FEET4*0 a 0 v 1� TYPICAL LEACHING TRENCH PROFILE 4'x4' CONCRETE RISER WITH WITH ANIMAL 40 PVCP�T ��TT STEPS OFFSET OVER OPENING Z (NOT TO SCALE) ELEV=10.0t III �v � � 36" DIA. ACCESS OPENING AND W ESTIMATED HIGH ROAT SYSTEM RISER SECTION WITH 24 CI FRAME z x z GROUNDWATER III RACK AT COVER, RIM EL.EV-60f m 0 NO GROUNDWATER - ' 1-- OBSERVED TO ELEV=50.1 E- - ) - _- _ - cr ElE�lt.`Y N V GENERATOR � NEMA 7 dMCIIION BOO( q� 00�T e. p W 0 ON D(1ERIOR OF TANK Cn UPON w 1.25" DIA PRESSURE r PVC post INV OUT-M.75 DISTRBt1TKIN NV M-S1.YY MERCURY RAAT lN1NE8 (2) 4" SCH 00 PVC FORCE MANS m �' 0 0 LATERAL FINISH GRADE-60.5t w►.• ' W FROM NOCIL RE FUR 1/b"TO 1/2" DOUBLE 12" MN V. Li1M0 4•lCII 40 PVC 70 VALVE VAULT V ELEV-55.77 '4 o N O H 407E QALLONS S10RAOE AB01E GRAN t1E11�®0 73 WASHED STORE (PEASTOHE) 36' MAX. H101 WATER ALARM ELFVAMW CHM r MANHO LE STEPS AT 12" O.C. Y } 6 6' i° MA MAW ELEw4" 4"Rip VnLME •'7 m roupm PUMPS • INV ELEV-51.77 ® z •i° b 8 �:�; o b�o$�+ :�b $r» LA0 PUMP ON ELEIMM7.7S SEE SPECS " 0 :.o• r Pvc 7EF raFr � ' CONNECTOR LEAD PUMP ON E1J:V`t72s V�LMEr, FROM PUMP CHAMBER (TYP) S H E E T T I T L E +Z tl PUMPS OW ar#-46�CD " 4" NV ELEV=51.79 ■ 4 SCH 40 PVC DRAIN Wastewater _ Details �� � (TO Pc) INv=So.n �� Q LOW W1719R ALARM ELEV"45M ELeoW b TO LEACHING TANK NMERT ELEMm4624 I (2) 4" GATE TRENCHES Sheet 1 2' ' 12 .�•..' . : •; -.;-. ; TO PUMP CHAMBIER VALVES V 12" " 2 ry 1-� fCI °° do c o `. 'o o ' v �� A MIN E'XISTNG GROUND OR 3/4-M 1 1/2" DOUBLE o 080 0 0 0 0 0 0 0 FLL ; ; TANK BOTTOM S H E E T N O APPROVED SEPTIC FALL WASHED STONE 8 0 8 o cP Q7 0 08 0 008 0 8 0 Q7 0 08 0 00 0 0 ELE1/-50.27 '2' °°° °t(P ° ° Sheet 14 of 17 NOTE: PUMPS OFF FLOAT TO BE SET OFF CHAMBER BOTTOM 7i0 PROME GRAVEL 8 � ob 7.00E Q/ILLON ST-700E-H-2� TAN( OIRAMEL BORROW o m (SEE TAW DETAL ROWAN) CONTINUOUS SUBMERSION OF PUMP AS REQUIIRED BY MANUFACTURER. E7(1EIUOR VAULT oIMENSIaNs CALL TANK PENETRATIONS SHALL BE CONSTRUCTED Tb CREATE A WATERTIGHT SEAL 8' DIA ANNULUS 12' COMPACTED DATE : 12-13-2013 TYPICAL LEACHING TRENCH SECTION 1>-T X 1or..Or X V TO BE FREE OF GRAVEL BORROW 30 0 30 so 7 000 GALLON H-20 PUMP CHA GROUT MBER ( ' I c d e (NOT TO SCALE) W78M VAULT ONDtSIONS 4 x4 H-20 VALVE VAULT DETAIL PIPE SUPPORTS SCALE IN FEET 1a'-W X IV-Or X 7-r , f f 9- s (NOT 10 SCALE) SCALE : 1" 30' N.T.S. DRAWN/DESIGN BY: ,NCI. CHECKED BY: MWE a c ^� O c JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 Drf.M V SOIL LOGS BAXTER NYE ( v $M LOW DATE 07- 2' 6 _ .�� INSPECTOR-OONIWI M!Ol?AN1:k_& NSTABLE BOH _ '3 riare 1w.tL..rrretee..Aal.. aooarr..rsi.reraarrM>r�eaee�e•dau► ~ ��- -� -M ENGINEERING & SOIL EVALUA_ORl 6+ UCE MURPHY, YANKEE SURVEY CONSUTANT8 inns.rrr..u.,r,w,.wmmorib ndleft y�e�r�irwrarr..�er.wra.siwrr.e�w.rw...r. BARNSTABLEDATE::19 OcfiD9 _ ....__-_.....�._._�._.�.. __.{ r.�e1.» w».w+e.us�w wu..r.ir».r.w.wrw• Z " CERTIFIED SOIL EVALUATOR: BOARD OF HEALTH AGENT: --- TEST PIT'NO 1 4�_ __Y-�.__�._______ �j Fr1f�^ shaded S U R VE YI N G PERC RATE: ALL SANDS ESTIMATED TO eE<2 MIWIN DESIGN FLOW(h 9MNanaMNW 40 JUSTIN LAMOUREUX, HORSLEY AND WITTEN GROUP - - - - --- -- -__ _ --_- ---` ElsivebA*o Of oftw PUMP oLWsrOFFsAL.inf,inR.a19 45.99 57. DON DESMARAIS, R.S. DEPTH OF PERC:;5.5' Ei.r.mn d Mns upps LATERAL in fsM9 57.75 TEST PIT 1C TEST PIT 2A TEST PIT 2B ---.-----_.__._._._.._.___. DEwERYPIPE�..�,mP,.Mmm.�.h,�..�, 30 TEST PIT 1 A TEST PIT 1 B DELIVERY PPE di.nrer,in nd,.M(M no12'-ne 2•min)? a f l = = Desipm DISTAL PRESSURE,in few R not ZSrQd) 5 Registered Professional Engineers G.S.E. - 60.3E G.S.E. - 60.2 f G.S.E. 60.1f G.S.E. 60.3E G.S.E. 60.4E �`1 TP_2 IS MANIFOLD CENTER-FED&SYMETRICAL(yes or non no GO TO MANIFOLD DESIGN How maw a,Mas in to MANIFOLD, 0 and Land Surveyors 0.0 ' 60.0 0.0 ' 60.0 MANFOLD ORIFICE diameter,in indnMs(F not 5n61 0.3125 0; 1OYR 2/1; - 0; 1OYR 2/1; - 0; 1OYR 2/1; - 0; 10YR 2/1; - 0; 1OYR 2/1; - A TOTALMANF LNGTHOF R(`"OLO(ot "azmnn(h' , 4 78 North Street - 3rd Floor q TOTAL LENGTH OF MANIFOLD(Rt) " " _ " " 3-0" SANDY LOAM Doe.MANIFOLD drain to FIELD~dose(yes or non no 1=4 ^w 4-O 4_0 3 0 3_0 SANDYLOAM How nwW LATERALS? 18 Hyannis, Massachusetts 02601 0.8 ' 10 YR 413 59.2 0.8 10 YR 4/3 59.2 Peiping donim weep hole sins(usury 2S'(in) 0.25 USE 0 F FORCE MAN DOES NOT DRAIN 1� PROGRAM WLL CALCULATE UP To 26 LATERALS AND LIP TO 5D ORIFICES PER LATERAL r4 A; 10YR 2/1; SANDY LOAM A; 10YR 2/1; SANDY LOAM A. 10YR 2/1; SANDY LOAM A; tOYR 2/1; SANDY ��� AM A; 10YR 2/1; ��� AM B 8 ftstoCHESTdnrl!WdolMusTaLATERALt: Phone - (508) 771-7502 T FRIABLE FRIABLE LOAMY SAND You HIGH hen irved n e alMfo..pto LA La1ua11: tals.i 2 Lraral 3 Latur 4: LsiMrr s L.tsrr a LaNwal 7: LaHarr a Ltl al>r La1ur to taleral 11: LdMrai 12 Lewr .13 t.Isai 14: RAISIN ts: Laual 1a Lr rr 17: t,eerr 18 FRIABLE LOAMY SAND Distsr=from l l 11-ld lo edged avid,,in fsel , 1 1 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 FOX (508) 771-7622 '- 1" 1" 1" 1" 3 0 , 10 YR W 57.0 , 10 YR M L.wVM of soon LATERAL.in ler7(mrdibid b deaf a" 102.5 102. 102 102. 1025 102.5 102 1075 1025 102 102 102. 102. 102 102 102. 102 102 2 3.0 57.0 Dimnslerdedn LATERAL,iniod (1.Sminn 125 12 WWW.baxter-nye.com • SANDY LOAM E; 10YR 6/1; SANDY LOAM E; 10YR 6/1, ENrafioro d sarh LATERAL,in NM9(nerans) 57.75 s7.7 577 57.7 57.75 57.75 577 57.7 57.75 57.75 5775 57.7 5775 57.7 5775 5775 57,75 5775 E; IOYR 6/1; SANDY LOAM E, 10YR 6/1; SANDY LOAM E, 10YR 6/1, • SANDY LOAM DEPTH OF C Number of ORIFICES per lMsral 1, 11 11 11 t1 11 11 11 11 11 11 11 11 71 11 11 11 11 FRIABLE FRIABLE FRIABLE FRIABLE FRIABLE ORIFICE SPACrom ING,In fog to ..r orrlok h r r 2.7 z.83 z z. 4Z3 2. z 4.7 z. z. 4,8 270 z.> 4 8 2.70 z. 4 8 4 70 PERC 66- oRFICE SPACING,in fen 4.83 ♦63 a 4. a a3 a a. a. 4.83 a a a. 4,83 a a. a a a STAMP STAMP 6, 5„ " orrice awns iron esd,and d tmndn(in Rut) 1.7 1.7 ,7 1.7 1.70 1 1.7 1.7 1.70 1.7 1. 1.7 17 1 7 1.7 1 1.7 17 9» 3 <2M/N�N. DianatardoRFICEs,inind�es9(D) 0187s o/87s 01B7 0,87 0,87s o187 0,87 0.187 0187s o187 0.,87 0,87 01875 o187s 0187 0,87 0187 0,87 50 PERC RATE Sass Reel of', A N ' per lat«ai(an puns) 3os 3os 305 3051 305 B; 10YR 5/6; LOAMY SAND B; 1 OYR 5/6; LOW SAND B; 10YR 5/6; LOAMY SAND B. 1 OYR 5/6; LOAMY SAND 9, 10YR 5/6; LOAMY SAND MEDIUM SAND Muurtm raernb.r d a ftnu in any ornA lseust t 1 FRIABLE FRIABLE FRIABLE FRIABLE FRIABLE 10 YR 6✓4 Mryn.en lr.aLal.naler 12s ����H Mgss C' MEDIUM SAND o� ti 10 YR 6/4 FRICTION CALCULATIONS('sing Hamm VOWns hictO n=Ld((3.55QnYd(D&20M))1-85) STEPH EN GN 23" 24" 26" " " PRESSURE CALCULATIONS(using orrice dixinepM equdi-Q=11.79 DA2 h&.5 �� D• a 22 25 12.0 ' 48.0 LaHeral 1: t.dMnl 2 Laterr 3: Lalerai 4: Lalsal s: lrsr a Lakeral 7: Lriarr B Lateral V. twual 10 l.dMrr 11: Lai"12 Lalaral 13 Lateral 14: Lateral 15 Latsal 18: Lslerr 17: Lateral 18 O � MATSON C ; 10YR 4/6; LOAMY SAND C ; 10YR 4/6; LOAMY SAND C ; I OYR 4/6; LOAMY SAND C ; 1 OYR 4/6; LOAMY SAND C ; I OYR 4/6; LOAMY SAND NO GROUNOWATER/MOTTLFS 12.0 ' 48.0 � ) 1a2D 10.20 102D 10.20 10.20 10.20 10.20 10.20 10.20 1020 10.20 10.20 10.20 10.20 102D 10.20 10.20 10.20 1 FRIABLE 1 FRIABLE 1 FRIABLE 1 FRIABLE 1 FRIABLE 1 S T r NO GROUNDWATER/MOTILES TOTAL 32a10 �O ��No.4634�0 86" 120 120 120 120 TP-3 � �/S T E`� TOTAL DISCHARGE PER LATERAL(Win) IQ23 1023 1023 10.23 1023 10.23 10.23 10.23 10.23 I= 10.23 10.23 1023 1a23 1023 1023 10.23 10.23 `S/O N A L EN „I0.t0 cA,1 0.0 ' 60.0 TP-4 DISCHARGE PER SQUARE FOOT OF LEACHFIBA(win) 0.0335 0 0335 a0335 0.0335 0.0335 0.0335 0.0335 0.0335 0.0335 aam 0.0335 0.0335 aam a0335 0.0335 aam 0.0335 aam C2; 10YR 6/2; SAND 0.0 ' 60.0 ORnHCE MAXIMUM DISCHARGE BY LITERAL 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 10 w` �'•D c ORIFICE MINIMUM DISCHARGE BY LATERAL 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 am 0.93 (ABLE NO WATER OBSERVED NO WATER OBSERVED NO WATER NO WATER OBSERVED 0.3 ' O 59.8 C ORFICE%DIFFERENCE DISCHARGE wMW LATERAL 0.90% 0.98% 0.90% 0.99% 0.99% 0.98% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% �•. t;. \-�� 120" NO WATER OBSERVED A 0.3 ' 59.8 MNMdr1M DISCHARGE LATERAL 10.23 MA7(MnR1At DISCHARGE LATERAL IMM CONSULTANT A MAXMIM DISCHARGE PER SQUARE FOOT 0.03 SANDY LOAM ' MNMir1 DISCHARGE PER SQUARE FOOT 0.03 %DIFFERENCE DISCHARGE for SYSTEM by onTis 1.0%se percent d mmnum once n system VARIANCESM 0 8 . 10 YR 4/3 2 LOAMY SAND %DFFERENCE DISCHARGE for SYSTEM by',Harals 0.0%as percent d numnum Were!n system TITLE V SECTION 15.221: GENERAL REQUIREMENTS FOR All SYSTEM COMPONENTS g 0.8 ' 10 YR 4�3 59.2 %DEFERENCE DISCHARGE for SYSTEM by square fedo ox as parent of mmomum ewes rod in system B WEEP HOLE DISCHARGE(usudy a 1M'Asap tw*) 4.13 VAMP 0.25 irdr (7) THE TOP OF ALL SYSTEM COMPONENTS SHALL BE INSTALLED NO MORE THAN 36" BELOW FINISH GRADE: LOAMY SAND CONSULTANT 10 YR 5/8 LOAMY SAND 3.0 ' 57.0 10 YR 58 VOD VOLUME N DELIVERY PIPE(920 SEPTIC TANKS TO FINISH GRADE: REQUIRED - 36" MAX., PROVIDED = 71" (35" VARIANCE REQUESTED) 3.0 ' 57.0 19.22 Ci VOID VOLUME N MANIFOLD(gr) 99.22 Volume from Msnlfoid Design VOID VOLUME N EACH LATERAL(9d) 6.53 0.53 6.53 6.53 Q53 6.53 6.53 6.53 6.53 653 6.53 6.53 Q53 Q53 6.53 6.53 6.53 6.53 PUMP CHAMBER TO FINISH GRADE: REQUIRED = 36" MAX., PROVIDED - 77" (41' VARIANCE REQUESTED) DEPTH OF TOTAL LATERAL VOID VOLUME(9r) 251.4 PERC 660 ""Mum DOW VOLUME P on rad.elnwH.) 1267 b 2M hill <2 MIWIN. ACT MNMdr XUAL 1M IS BASED ON DALY DESIGN FLOW MEDIUM SAND PERC RATE (neap►oW�ury 1 W.notoarated for doses dfluert ie I.p,mvsa during I>•�eeM+id notoouaed for victim «Devi-fitting��) 10YR614 PREPARED FOR : TOTAL HEAD Loss N EACH LATERAL(Rt) 0.58 0.59 o.se 0.58 0.58 0.56 amo.se o.se ash o.se o.se o.56 o.se o.sa o.se o.se o.se MEDIUM SAND M kXM M TOTAL LATERAL HEADLOSS N SY87M(It) 0.50 10 YR 64 TDTAL LATERAL HEADLOSS N SYSTEM M 10.40 KTW Group, LLC ' 47.0 MANFOLD HEADLOSS(c~-W uniess onrrdaW darn (it) 0.96 13.0 With 11.0 ' 49.0 DELIVERY PIPE HEADLOSS(n) SIM (Assume 4ougdlurnMsr �/o P.O. Box 490 NO GRO UNOWATERAUOTTLE'S NO GROUNDWATER/MOTfLES MANOR Loss(mina iossss M.a,gn bungs,wtrunce and Mod)p 5.60 (Arsums VealMr d 5 n Mraph pump ernd rat drsmb.r+5%d HM a K(1/7/Zg)) DISTAL PRESSURE HEAD(n) 5.00 TREATMENT SYSTEM DESIGN CRITERIAM -"- STATIC HEAD(OFFSWHTCH TO HIGH LATERALIMMNIFOLD)If 11.76 0$terville, MA 02655 HEADLOSS PUMP TO W na EEPHOLE(asne 6 inn)M) PUMP MUST BE ABLE TO PASS SOLIDS AT 18B G_P.M 34.4 FEET OF HEAD I ` � es•A� Nitrogen Sensitive Area Requirements: AfterOTIS(networklosses-1.3*dWW cssd) 188 GP.M. 23.8 FEET OF HEAD newsdefthe e.drM.ybssmind 0 b@910 30L L0�3 DATE M 07 Not Applicable under Title 5 Requirements Local Saltwater Estuary Protection regulations CERTIFIED SOIL EVALUATOR. BOH AG BLE PRESSURE DISTRIBUTION CALCULATIONS not applicable under Comprehensive Permit JUSTIN LAMOUREUX, HW GROUP BON AGENT: DON DESMARAIS, R.S. TEST PIT 11A TEST PIT 11 B Use: Residential G.S.E. = 61.2t G.S.E. = 61.3t AL7=&curet aKr V K Nsor,m Kam, LQROER.Number of Bedrooms: 37 B roorr>s 0; 1OYR 2/1; - 0; 1OYR 2/1; - RfaDL a�oE 1r 1 GPD/Bedroom 6-0" 6-0' Design Daily Flow: 1 0 Total Daily Design Flow: 4,070 GPD A; 10YR 2/1; FR�LOAM a; 1OYR 2/1; FR�LOAM Lam' 1" 1" dbS�'DOIICIEIE Gargabe Disposal: NO E; 10YR 6/1; SANDY LOAM E; I 6/1; SANDY LOAM m FRIABLE FRIABLE o(teo reltaaa® ... eon cum=ON OF Septic Tanks Sizing: 6" 7" '."W s+& W B; I OYR 5/6; LOAMY SAND B; IOYR 5/6; LOAMY SAND RIM Qum �n `�� 200% of total daily flow (First tank). FRIABLEFRIABLE � `� °0'1°�°F FED�� C ° 25 260 �e PI1 '0 a 2 x 4,070 gallons 8,140 gallons , Use 9 000 Ilion tank C ; 10YR 4/6; LOAMY SAND C ; 10YR 4/6; LOAMY SAND � �� �' � .�� � � W g FRIABLE FRIABLE t le T I/ w O (3/4- Y7 J A 100% of total daily flow (Second tank): 120" 120" J as CC '4C 1 x 4,070 gallons 4,070 gallons P o �" (�„ �.5) PL> o �" (�„ 56.6) INSPECTION PORT DETAI o .1 Use 4,500 gallon tank RATE =1 MWIIN RATE -2 MN/IN (NOT TO SCALE) > C 'v CLASS I SOIL CLASS I SOIL UMIT OF 24" DEPTH OF DOUBLE L' X � 4" SCH 40 PVC LATERAL CLEANOUT (TYP) » W CD 0 m Pump Chamber Capacity: INSPECTION PORT WASHED % -1-1/2 CRUSHED STONE (SEE DETAIL HEREON) 1.25" SCH 40 PVC (SEE PROFILE, SHEET 14 OVERLAID WITH 2" LAYER OF DOUBLE 4" PVC VENT WITH o co 04.0 DISTRIBUTION(18) 50'L LEACHING ION LATERAL OF 17) WASHED PEASTONE (TYP) ANIMAL SCREEN to Dose Volume: 1232 gallons TRENCHES 142' a 0 ' Emergency Storage Provided: 4070 gallons 539 gallons nI I n n I I I g0�aa nI I nI I $ FI 1I � FI1 T�a in 1 $ I IU�0�a nII II � nI I � $`a nI I $� (I-1I BIOCLERI E Sum Volume: ° ° $ ° ° ° ° 0 0 CLARIFIER-( 214 gallons ° �. ° ° 9 o Dram Back Volume: 'Mr, I I I e 0 1_a- 4 StorageBetweenPumpon & Alarm. 539ganons 1A IlI IlI $ II1 II1 I 0$ II1 II1 I�0 a III II �0 0 0 o =m^ � Of s,594 gallons Total Volume Required: � I I I I I Ih ISUse 7,000 gallon Pump Chamber 01 0 ° CA �10 04�0a 0 a , SEPTC �A 0 ; IPUMP TANKS �Nsees LHaSoil Absorption System. I I I I I o ICHAMBERo in-Leachi s em Used: Stone Trenches o o o o R_'j o 0 o o o o o o o o o 9L- j Design Percolation Rate: 2 rrnNlnCh I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_ __ I ® Z Soil Class: I o� o� o� o� o� o� o� o� o� o� o� �o� I� I I � lI l � lI lI � II lI �E) lI lI 0� lI lI �ED lI lI E) lI lIo� II S H E E T T I T L E LongTerm Acceptance Rate: 0.74 GPD/SF I I 1111� r IVLVE VAULTTotal Area Required: ° o ° ° I ° ° ° ° o Waste water D etai s �'�l 61 I 5,500 SF4,070 GPD 0.74 GPD/SF J J C11 J Sheet 2 o o o 0 0 0 19 LF 4" CH 80 PVC Leaching Area Proposed: FORCE MAINSHEET NO A(sidewall): (50' + 2' + 50' + 2') x2 x 18: 3,744 SF U a� U L�� U L�� U L�.� U L�.9 Li L�, U L�, L�� U L�, U L�, U ��� U L� U L�� U L�, U ��'� U L�9 U L�� U j Sheet 15 0 17 A(bottom): 50' x 2' x 18: 1,800 SF _MANIFOLD END 3/16" PERFORATIONS AT 4'-10" ON 136 LF 4" SCH 80 PVC MANIFOLD Total Area: 5,544 SF INV=55.50 CENTER, ALTERNATING BETWEEN 5 AND SLOPED BACK TO PUMP CHAMBER AT DATE : 12-13-2013 g Total Allowable Flow: 4,103 GPD CONCRETE THRUST 7 O'CLOCK POSITION ON PIPE (TYP) 0.5% START OF MANIFOLD 30 0 30 60 011111111111111111 Total Design Flow: 4,070 GPD BLOCK (SEE DETAIL #301) INV=54.82 SCALE IN FEET TRENCH PRESSURE DOSE NETWORK DETAIL SCALE : 1»= 30' DRAWN/DESIGN BY: JKL CHECKED BY: bWE 4 g (NOT TO SCALE) ]JOB NO: 2006-026-4 C A D D F I 2006-026-4 DT.DMIG 0 0 N 0 • BAXTER NYE 94 Z DI NOTES: ENGINEERING & "'" 1. BASE SECTION SHALL BE MONOLJiFIC WITH A FINISHED GRADE w So j;:• .. A 48' INSIDE DIAMETER. TABLF OF T— I I SURVEYING a _ 2 ALL SECTIONS SHALL BE DESIGNED FOR >i BENDS B C D E f BElINS F I 48' DIA MANHOLE i I H-20 LOADING. W 111/4 8' 15' 1r 24' tr 8' 43 W 30' tr 24' 14' -ALTERNATE TOP SLAB ` `; CONCRETE SHE' BE COMPRESSIVE C 221/2' • 19' 13' W W • 30' • • 2r (STEEL REINFORCED FOR H-20 LOADING) STRENG711 4000 PSI TYPE CEMENT. , WATER MAIN a 111/0 . 20' • 1r S' 45' . 30' • • 2,C 4.COPOLYMER MANHOLE STEPS SHALL BE Registered Professional Engineers Ir•...>''• ' 1r 111/ 3W 15 Ir 4S • 4C' • • 40' GRADEA INSTALLED F hH1rO.C. THE FULL . .._ cmc. ENCASEMENT 8' 24' DIA. 8- and Land Surveyors NOT REQUIRED IF 1r ' 35 25 1r W 80' Sr s'. CLEAR DISTANCE Two COATS OF 1317UIM M WATER- 78 North Street - 3rd Floor AUGUIS5.ALL EXTERIOR SURFACES SHALL BE GIVEN f...`, BETWEEN PIPES IS I L s� PROOFING MAT°:IAL. Hyannis, Massachusetts 02601 • : GREATER THAN 18' NOTE •'' :�' • : '°'+•. ; INVERT OF 1 B .•.:•.:'� —J C D :IF 6.SHALJOINL. SEALANT BETED S PRECAST SECTIONS - SHI1LL BE PREFORMED BUM RUBBER SUPPORT PIPE ON SEWER PIPE 7.STANDARD SEWER wAwlHalE FRAME AND Phone (508) 771-7502 CONCRETE BLOCK r '•-. n 0 < s' - .:•�: . '�� �� MARKED '�'• �+� MEET Fax (508) 771—7622 WHEN PLACING •�r 'Y- V MUINCM•�A�L,,A�ND�OcR STATE SPECIFICIIIONS ENCASEMENT UNDISTURBED STEPS. SEE wHNEN "�r�'�"' WWW.boxter—nye.com 10114 TO BE 90E W NOTE 4 r •. &STANDARD SEVER MANHOLE FRAME AND TRENCH BOTTOM HILL MORTAR BED. PLACED UNDISNRB AGAINST # COVER SHALL BE SET EARTH _ SECTION 1-1 ADJUST 70 GRADE WITH CLAY BRICK AND IN A OR SHEETING IF THE TABLE OF OM*XSONS MORTAR (2 BRICK COURSES TYPICALLY. STAMP S T A M � SHEETING IS TO NOTE PIPE MUST BE BRACED VERTICALLY 8 HORIZONTALLY REMAIN IN PLACE �„ 5 BRICK COURSES MA)OMUM)� 48' DNA. wANHIoIE ,� •(H of ��Ssq°ti 8'x Cx 8' 12' 24' 24' 18' 12ox 1rx Ir tr 24 24' 18' TO PREVENT FLOATATION trx 1rx 8' 24 - DURING PLACEMENT OF CONC. N!•x 8'x 8' �cFi SEE NOTE 8 � STEPHEN GN WA MAIN 8'x NI'x 8' 24' trx 1rx 1r 36' 38' s D. WATERTIGHT chi MATSON N - - GASKET OR SLEEVE C463 + TLET 9 P No. 6345 10' MIN. 10 MIN. a V �. r :: '. .t. .,` Z• ;.. p. ..;.. :. ,: ;� ;yam. z z aA SS�ONAL 2 LNG s.` w !. �'�'• .:�,'�� ::. L_ G J H tr �jvAtnES `-- 0_2 —t -� m 7YP.UNDMILRBED .. :..� INVERT 0� ', SOLR:a, � 24' MIN. CONSULTANT 0' f :�S�wEh Fes• PLm_ SECTNTN 2-2 Rai ° i.4: ~ ••• NOTES SHELF 70 BE BRICK INVERT TO BE INVERTED ARCH • 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS. GATE VALVES, LAID FLAT AT A WITH BRICKS LAID AS STRETCHERS S E W E R 3' ,SECTIONN A-A AND V071CAL BENDS (SAME SIZE AS REQUIRED FOR TEES). SLOPE OF 1'/1:OOT AND ON EDGE. NO.11�A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. 12' COMPACTED BRICK CHIP AND AND SEWER UNES. WHERE WATER ONES CROSS SEWER LINES. THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18' BELOW THE WATER LINE. THE 2 CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. GRAVEL BORROW MORTAR OR CEMENT SEWER LINE JOINTS SHALL E LOCATED AS FAR AWAY FROM THE WATER R LI AS CONCRETE FILL CONSULTANT COM POSSIBLE WHEN THE SEWER LINE CANNOT MEET THIS REQUIREMENT. THE SEWER LINE StHec;RAOE MANHOLE COVER SHALL BE ENCASED IN 6' OF CONCRETE FOR 10' ON OTHER SIDE OF THE CROSSING OR OTHER MEANS ACCEPTABLE TD THE MUNIMAUTY. o- CONCRETE ENCASEMENT AT WATER MAIN CROSSW3K.TS. C- CONCRETE TRUST BLOCK N.TS. o- SANITARY SEWER MANHOLE (SITU N.T.S. PREPARED FOR : 301 �ET/I►IL 201 DETAIL zs2-�► DETAIL KTW Group, LLC c/o P.O. Box 490 Osterville, MA 02655 CA W °C C 'O a CIOa a J •J 0 F_ M C = m mom 3 Mm SCREENED EARTH PIPE4-#4 ENTIRE HEIGHT WHERE L.. ; G m Y-BRANCH HEIGHT EXCEEDS 6'-0'. U >L.. •X V T III rr 0 0 4-0 12• MIN e e e o . , ' AREAS 0 10 to SURFACE o , •' s . a O TREATMENT (VIES - SEE PLAN) 8 ° 2' MIN. °•0 CONCRETE Lp 2' MIN. z °c 1 e W k • DEPTH ° ° ° < Z > m o •. oo VARIES "'I �• + 0PLM m d0b. M LLj a.< 0 FINAL BACWIL - -Y-BRANCH WARNING TAPE ORDINARY SWAM(M.1.01.0) S M07ED FOR o• 0 ti INVERT TO BE SUCH THAT � v�i U APPLICABLE UNDISTURBED EARTH HOUSE CONNECTION WILL HAVE jS UTILITY 'O 00 A MIN. 2 X SLOPE. a co W HAND TAMPED a o: ,OfLAL BAt2ffLL 45 DEGREE BENDS .• `r ova 10, 'HALO TAMPEDHALWCHNG 6' MIN. ;. o 0)--NEIN POPE N Q i 'COMPACTED SCREENED SOIL 'S v N Zs BEDDING COMPACTED SUBGRADE/MUST 8E z m0 A STABLE FOUNDATION. FIRST POUR TO HERE THEN UNSUITABLE UNDERCUT FOUNDA706 MUST REPLACE WITH Y-INCH ALLOW TO SET ONE DAY BE z e BOA RESUMING POUR. .: A SUITABLE BEDDING MATERLI 6' MIN. ;,, DEGREE D S H E E T T I T L E • 6' MIN. COMPACT TD 95X MODIFIED PROCTOR (MIN.) IN 8' LIFTS (MAX) UNDISTi2URBED SOIL ° '�''�" Y-BRANCH OR ((1AM1.)) ° �0 6' MIN. p COMPACT TO 95X MODIFIED PROCTOR (WC, 8 LIFTS (MAX) Wastewater Details ONLY IF UNDER PAVED. CONCRETE OR ED SURFACE o on SADDLE CONNECTION. (AREAS SU&ECT M VEHICULAR AND/OR PEDESTRIAN TRAFFIC} ° • FINAL 60MWU IN GENERAL EMBANIQIONT AREAS MUST BE ° eo �-UNDIS1tJR8ED EARTH Sheet 3 COMPACTED TO 85X MODIFIED PROCTOR (MK) IN 1r LIFTS (MAX) ° n *-FOR SANITARY SEVER MAINS, 8' BEDDING SHALL BE BACKFILLED m WI7H 3/8'-3/4' NON-ANGULAR STONE LIEU OF GRAVEL PLAN CHIMNEY DETAIL BORROWL COMPACT 70 95X MODIFIED PROCTOR SHEET N O IN a Sheet 16 of 17 s C_ UTLlTY ITS SEWER SERVICE CONNECTIONN.TS.- C- SEWER CFlw�EY NTS DATE : 12-13-2013 118 oETAIL_ s zz1 DETAIL � DETAIL 30 0._ 30 60, SCALE IN FEET SCALE : 1"= 30' DRAWN/DESIGN BY: JKL CHECKED BY: MWE 8 .. JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 DT.DWG 0 TITLE V CONBTFiX1 MON NOTES, SEWER SYSTM NOTES, ELECTR CAL NOTES, LOCKABLE ACCESS COVER 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 1. ALL NEWLY INSTALLED FACILITIES INCLUDING SEWER COLLECTION SYSTEM, 1. MAIN CIRCUIT BREAKER SHALL BE 2 POLE, 240 VOLT, MOLDED CASE, ., TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS SHALL BE CLEANED OF ALL FOREIGN MATERIALS SUCH AS DIRT AND THERMAL-MAGNETIC, NEMA TYPE 1 ENCLOSURE. BAXTER NYE 7- FAN I,a,� s e. o• AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do MISCELLANEOUS DEBRIS PRIOR TO SYSTEM TESTING AND SHALL BE ENGINEERING & ""'' SAMPLE PORT K• SCH 40 REGULATIONS APPLICABLE. WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL 2. SURGE PROTECTION EQUIPMENT SHALL CONSIST OF A SURGE :>- NON SKID CAPACITOR, GENERAL ELECTRIC CO. CATALOG NO. 9L186B8301, OR EQUAL, GELOOI►T 4' Z' 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE OF ALL FOREIGN MATERIALS. AND A LIGHTNING ARRESTER, GENERA_ ELECTRIC CO., CATALOG NO. > AUXILIARY VENT 4" MUSHROOM VENT WITH CARBON FILTER ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT 2. THE ENTIRE SEWER SYSTEM, INCLUDING PIPING, MANHOLES, AND PUMP 91_15ECC001, OR EQUAL SURGE PROTECTION EQUIPMENT SHALL BE SURVEYING • • 4 SCH 40 1'te ORENCO CF4 OR EQUAL - TO BE WRITTEN PRIOR APPROVAL BY THE ENGINEER. CHAMBER SHALL BE TESTED FOR LEAKAGE. SYSTEM MAY BE TESTED BY KNOCKOUT OR HUB MOUNTED ON THE MAN CIRCUIT BREAKER ENCLOSURE. SUPPLIED BY THE CONTRACTOR THE USE OF EITHER WATER OR LOW-PRESSURE AR. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILUNG, NOTIFY THE 3. GROUND RODS SHALL BE COPPER=CLAD STEEL, N4 INCH DIA., 10 FEET Engineers Registered Professional En BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 3. SEWER PIPE SHALL BE SDR-35 PVC PIPE UNLESS OTHERWISE NOTED. LONG. INSTALL VERTICALLY WITH THE TOP OF ROD 12 INCHES BELOW 9 9 A PRESSURE TEST OF ALL SEWER MAINS SHALL BE CONDUCTED BY THE FINISHED GRADE. and Land Surveyors 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 6" SDR 35 PVC UNLESS CONTRACTOR AND WITNESSED BY THE ENGINEER. THE CONTRACTOR SHALL 1�1 Z OTHERWISE NOTED. BE RESPONSIBLE FOR PROVIDING A MINIMUM OF 48-HOURS ADVANCE 4. SERVICE CABINET SHALL BE NEMA TYPE 3R, FABRICATED FROM 0.125 78 North Street - 3rd Floor NOTICE. INCH THICK ALUMINUM ALLOY TYPE 5052-H32, WITH ALL SEAMS 5. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN CONTINUOUSLY WELDED AND GROUND SMOOTH, FRONT AND REAR DOORS, Hyannis, Massachusetts 02601 INSULATED FILTER 3' OF COVER. 4. ALL SEWER PIPES SHALL BE TESTED FOR LEAKAGE BY THE USE OF NEOPRENE DOOR SEA_ GASKETS, DOUBLE FLANGED DOOR OPENINGS, BACK LOW-PRESSURE AIR. LOW PRESSURE AIR SHALL BE INTRODUCED INTO THE TO BACK EQUIPMENT PANELS INSTALLED ON MOUNTING CHANNELS AND 4 ) BLIND TAPPED LIFTING PADS. DOORS SHALL BE EQUIPPED WITH 3 POINT Phone - (508) 771-7502 FINISHED GRADE 6. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER SEAL LINE (WITH PNEUMATIC PLUGS UNTIL THE INTERNAL AIR PRESSURE '-' LATCHING MECHANISM HAVING NYLON ROLLERS AT THE TOP AND BOTTOM Fax - DISPOSALS. REACHES 4 psi GREATER THAN THE AVERAGE BACK PRESSURE OF ANY STAINLESS STEEL HINGE PINS AND 508 771-7622 � 1-1/t SCH 40 PVC STAINLESS STEEL PADLOCKING HANDLES GROUNDWATER THAT MAY BE OVER THE PIPE ALLOW AT LEAST 2 MINUTES • www.boxter-nye.com RECYCLE IYrE 7. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT FOR AIR PRESSURE TO STABILIZE. AFTER THE STABILIZATION PERIOD (3.5 WELDED ALL BE OR STAINLESS STEEL HINGE ATTACHMENTS. CABINET �' » 1-888-DIG-SAFE) AND UTIUlY COMPANIES TO LOCATE ALL EXISTING psi MINIMUM PRESSURE IN THE PIPE), THE PORTION OF PIPE TESTED SHALL FINISH SHALL BE DARK GREEN POLYESTER POWDER COATING APPLIED INSIDE 2 -0 MIN UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE BE ACCEPTABLE IF THE TIME REQUIRED IN MINUTES FOR THE PRESSURE TO AND OUTSIDE AFTER FABRICATION. EQUIPMENT PANELS SHALL BE FINISHED CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY DECREASE FROM 3.5 psi TO 3 psi IS NOT LESS THAN 1.9 TIMES THE IN WHITE ENAMEL PROVIDE CABINET TA SIZE REQUIRED TO ACCOMMODATE STAMP STAMP EQUIPMENT ACTUALLY FURNISHED. INSTALL THE CONTROL PANELS AND AND VERTICALLY OF ALL EXISTING UTILITIES BEFORE THE START OF ANY LENGTH OF PIPE BEING TESTED. SHOFM 3• WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN TELEMETRY EQUIPMENT IN ONE SIDE OF THE CABINET AND ALL OTHER �y��' ASs9° 6' SCH 40 PVC EQUIPMENT IN THE OTHER SIDE. o STEPHEN yG MI APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING A CLEAR N INLET D. HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR WATER TEST ON THE PRESSURE DISTRIBUTION SYSTEM AT NO ADDITIONAL o 6• SCH 40 PVC 5. RECEPTACLES SHALL BE 20 AMPERE, 125 VOLT, 2 POLE, 3 WIRE, MATSON �„ •T 7 t/ ' OUTLET COUPLING ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE COST TO THE OWNER. GROUNDING TYPE WITH TOTALLY ENCLOSED MOLDED BROWN BODY, BINDING CIVIL FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE SCREW TERMINALS, GROUNDING SCREW TERMINAL, PHOSPHOR BRONZE No.46345 CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION CONTACTS AND CAP RETENTION CUPS, RECEPTACLES SHALL BE INDUSTRIAL °�' $,GIsTE�``� INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL OKKLM 8Y8TEr1 NOTES SPECIFICATION GRADE AND MEET FEDERAL SPECIFICATION W-C-598-C. Fss/ONpL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY 1. BIOCLERE UNIT MUST BE INSTALLED ON A CONTRACTOR SUPPLIED COVERPLATE SHALL BE WEATHERPROOF WITH SPRING COVER. NOTES: CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, CONCRETE MOUNTING PAD. THE PAD SHOULD BE INSTALLED ON 12 INCHES 7'� 7�' 1. VENT MAY BE RUN UP THE SIDE OF BUILDING. TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED OF CRUSHED STONE. SEE DETAIL FOR PRECAST MOUNTING PAD HEREIN. 6. CONDUIT WALL SEALS SHALL BE 0-Z/GEDNEY, TYPE CSM, OR EQUAL • INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHILL 5-8 3/4 5'-6 5/8' 2. FINISHED GRADE MAY BE BETWEEN 18" ABOVE RECYCLE LINE PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 2. THE RECYCLE LINE IS A 1.5" DIAMETER (OR AS OTHERWISE NOTED WITHIN 7. PROVIDE ALL WIRING IN PVC CONDUIT, EXCEPT PROVIDE WIRING IN RIGID CONSULTANT AND 14" BELOW TOP OF UNIT. THE PLANS) PVC COUPLING ORIGINATING OVER THE BIOCLERE INLET. STEEL CONDUIT WITHIN 6 FEET OF UNDERGROUND WALL PENETRATIONS. �p 8. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. PVC CONDUIT SHALL BE SCH 40 IN CONFORMANCE WITH NEMA TC-2 AND FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY 3. INLET AND OUTLET ON THE BIOCLERE UNIT(S) ARE 6" DIAMETER PVC UL 651. RIGID STEEL CONDUIT SHALL BE HOT-DIPPED GALVANIZED INSIDE COMPANY. COUPLINGS LOCATED 180 DEGREES APART. ANY CHANGES IN DIRECTION AND OUTSIDE WITH AN ADDITIONAL FACTORY APPLIED SEALING FINISH INSIDE BETWEEN TANKS SHOULD BE MADE WITH PIPE COUPLINGS. AND OUTSIDE. '•tit: .•�" '••� ' 9. PUMP CHAMBER AND SEPTIC TANK SHALL BE WATER TESTED ONCE THE . 10 . }. CONSULTANT p� INSTALLATION HAS BEEN COMPLETED AND ALLOWED TO SET OVERNIGHT. 4. A 4" DIAMETER PVC VENT MUST BE INSTALLED AFTER EACH BIOCLERE. 8. PROVIDE TYPE XHHW WIRE FOR POWER CIRCUITS. PROVIDE TYPE 1' 0" :•.;.:: A ;.• :•. •:: ;:.• MOUNTING PAp WATER TESTING SHALL BE PERFORMED WITH THE REQUIREMENTS OF ASTM THWN, 14 AWG, 19 STRAND WITH FOR CONTROL CIRCUITS. '• (SEE MOUNTING PAD NOTE 2) C-1227.9.2. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING WATER, 5. VOLUME OF CONCRETE TO BE POURED AROUND THE BASE OF THE • V 6 CRUSHED STONE FILLING TANKS, AND PUMPING DRY AFTER TESTING IS COMPLETED. BIOCLERE MUST BE SPECIFIED BY THE CONTRACTOR AS APPROVED BY THE 9. BATTERY UNIT SHALL BE 120 VOLT INPUT, 12 VOLT DC OUTPUT, Ol- NMI MANUFACTURER/DISTRIBUTOR IF THE UNIT(S) IS INSTALLED IN GROUNDWATER WITHOUT LIGHTNING HEADS. CONNECT TO BRANCH CIRCUIT 7 VIA A (SEE APPROPRIATE CLARIFIER DISPLACEMENT CURVE). FOR A BIOCLERE NORMALLY-CLOSED ALARM CONTACT IN EACH CONTROL PANEL MODEL 24 SERIES AND 30 SERIES, THE CONCRETE MUST EXTEND 4 FEET BILERE 24/30 WITH 950 GALLON CLARIFIER AND 5 FEET ABOVE THE TOP OF THE MOUNTING Pa) RESPECTIVELY. IF THE PO ALARM STROBE SHALLBE 12-VOLT DC, HEAVY DUTY WITH RED PREPARED FOR : OC HIGH GROUNDWATER TABLE WILL EXTEND ABOVE THE FLANGE, PLEASE NOTIFY POLYCARBONATE GLOBE. CONNECT TO THE OUTPUT OF THE BATTERY UNIT. AQUAPOINT PRIOR TO MANUFACTURING THE UNIT(S). (NOT TO SCALE) 11, THE AUTOMATIC TRANSFER SWITCH SHALL BE OF THE CURRENT AND KTW Group., LLC 6. PROVIDE 4 FEET OF BACKFILL (MINIMUM) ABOVE THE RECYCLE LINE VOLTAGE RATINGS INDICATED, CAPABLE OF SWITCHING a1 CLASSES OF LOAD P z z z z � a1-1-IC-41 N N OUTLET ON THE BIOCLERE. BACKFILL TO GRADE MUST BE CLEAN SAND OR AND SHALL BE RATED FOR CONTINUOUS DUTY IN CONFORMANCE WITH c/o P.O. Box 49O PEASTONE. APPLICABLE REQUIREMENTS OF UNDERWRITERS' LABORATORIES, INC._ r -1 7. CONTRACTOR IS TO SUPPLY ALL CONCRETE STRUCTURES AND PERFORM CORP.SWITHCEORSEQUALHALL BE THE FOLLOW AUTOMATIC SNG ADDITIWITCH ONAL •FEATURES SHALL BE Osterville, MA 02655 1 JBOX 1 INSTALLATION. INCLUDED: ON 1 A. Al PHASE RELAY PROTECTION WITH VOLTAGE SENSING RELAYS ON NOTES: UNLESS OTHERWISE SPECIFIED: = z 1 TAW I _ 8. PROVIDE A DEDICATED 30 AMP, 115 V/60 HZ SINGLE PHASE FEED TO BOTH SOURCES AND FREQUENCY SENSING ON THE STANDBY SOURCE. 1. CONCRETE MINIMUM STRENGTH: 4,000 PSI ® 28 DAYS. L -J BIOCLERE UNIT. ELECTRICAL WORK PER CODE AND MANUFACTURER'S B. LOAD TRANSFER TO ALTERNATE SOURCE ON DROP TO 80 PERCENT I � TO REQUIREMENTS. OF ANY PHASE NORMAL VOLTAGE. RETRANSFER OF LOAD TO NORMAL 2. STEEL REINFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE MESH. REMOTE I TO SOURCE WHEN VOLTAGE OF ALL PHASES ARE RESTORED TO 90-95X OF 3. EYES: (4): 1/2" DIAMETER RE-BAR CAST IN PLACE AS SHOWNTT ALARM NORMAL 6" FROM O.D., EQUALLY SPACED. I I (OPTIONAL) C. TRANSFER TO ALTERNATE SOURCE WHEN ALTERNATE SOURCE VOLTAGE AND FREQUENCY ARE 90% OF RATED. 4. PAD TO BE SUPPLIED AND INSTALLED BY CONTRACTOR INCOMING D. ADJUSTABLE TIME DELAY, 0 TO 2 MIN. ON TRANSFER FROM POWER ( ( ALTERNATE- AFTER (TRANSFER TOU RCE NORMAL, ENG NE GENERATORAND MOM NORMAL TOA TO RUNT. R FOR r 1 15 VOLT M1 01 I D 0 S I N G PUMPS ADJUSTABLE TIME PERIOD OF 0 TO 5 MIN. BEFORE SHUTDOWN. F. TEST SWITCH FOR TEST OPERATION OF TRANSFER SWITCH AND 1 PH Z'hI ( 1 /3 HP GIN TWO PILLOTOLIGHTS TO INDICATE ALL 3 PHASES OF NORMAL SOURCE 60 HZ M 1 20V AVAI H�PILOT LIGHT TO INDICATE ALL 3 PHASES OF NORMAL SOURCE -L 30 AMP RECYCLE PUMPS AVAILABLE. 4._�.►.a+ ,or w.oc I. AUXILIARY CONTACTS AS FOLLOWS: 1 /2 HP 1. ONE OPEN ON ALTERNATE SOURCE. _T FLOAT 2. ONE CLOSED ON ALTERNATE SOURCE " L 1 ZOV J. AUTOMATIC GENERATING PLANT EXERCISER WITH LOAD/NO-LOAD. O K. NEMA TYPE 1 ENCLOSURE WITH TEST SWITCH AND PILOT LIGHTS " DOOR MOUNTED, +� LERE MO NTING PAD DETAIL B I 0 C L E R E EXTERNAL WIRING DIAGRAM 12. THE EINGIN GENERATOR SET SHALL STANDBY SITE RATED AS BLOC � INDICATED AND SHALL MALL CONFORM TO NEMA MG 1. THE SET SHALL INCLUDE c 22 A WEATHERPROOF HOUSING, 10 AMPERE, FLOAT TYPE BATTERY CHARGER, Sam a ENGINE BLOCK HEATER TO PROVIDE COLD-WEATHER STARTING, NFPA 110, a. LEVEL 1 CONTROL PANEL, MANUFACTURER RECOMMENDED BATTERIES AND C EQUIPMENT AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE SYSTEM. Co a is ENGINE-GENERATOR SET SHALL BE MANUFACTURED BY KOHLER CO., ONAN w •J 00 CORP., OR EQUAL c 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND 3 man" - PAYING FOR THE INSTALLATION OF A REMOTE ALARM MONITORING UNIT •� O .� • SUPPLIED BY INTERCITY ALARM (800 872-9823). THE PAYMENT SHALL 0 Lm Y Lm 5 INCLUDE THE FIRST YEAR MONITORING FEES. O � 6 7 11 12 20 26 THE PUMP CONTROL PANEL SHALL CONSIST OF: 1-HAND/OFF/AUTO p N SWITCH FOR EACH PUMP 2-PUMP RUN TIME METERS 3-PUMP START a` ` p METERS 4-AUTOMATIC ALTERNATE START 5-HIGH WATER ALARM 6-LOW a O �, $ WATER ALARM 7-PUMP SEAL AND FAIL 8-HIGH Now PANEL SHALL BE NEMA TYPE 3R WITH STEEL HINGE AND TEMPERATURE THE 3-POINT >E• Pia SCH 80 3 • LATCHING MECHANISM AND STAINLESS STEEL HANDLE. c AEcraE UNE FROM NOES FAR ooN>RAc101r: z z W Z {, eloaERE uNT(s) t. SLOPE PIPE BAO(1n SWW TANG m o y wtw NO LOW Pam DOSING DOSING RECYCLE - ' z M PIIE3M FITEM ONLY. POWER ON PUMP 1 PUMP 2 PUMP TAN( a E E - iT my 2T AR t Att CAR ASR c�KET - 21 $ 11 12 I G G G G 28 1 FLOYD BELL HORN XC-09-201 S `� v L- r---------- 27 1 EATON RECYCLE TOGGLE 7563K5 8 W 24 5 9 26 1 ABB 20 AMP CIRCUIT BREAKERS S201 K20A om o 25 3 ENM ELAPSED 71ME METER OPTIONAL Tb1 D2 WETO 4 1 1 10 24 1 11MEMMK ALTERNATOR 261 D120 a SCH 80 PW PIPE MI MII�LL N OFF M N OFF M N OFF M - 1 23 1 (DEC PUSHBUTTON SWITCH SILENCE A8W110 `r w TO BE u 22 1 N. AMERICAN SIGNAL ALARM BEACON MIP-ACR120V Red rn cli E TANK ICI 2C x Gnat I I 21 4 1 DI GREEN LIGHTS 10252CIA5 ;, o ' '��PtWrARY X�)TANt I ~' 20 2 ABB 10 AMP CIRCUIT BREAKERS S201 K10A • - 17 ' T 19 2 ABB 3 AMP CIRCUIT BREAKER S201 K3A OFF L------------ 18 3 EATEN TOGGLE SWITCH PUMPS do ALARM 75031<13 m PVC W ELBOW*ETAlID 17 1 POTTER&BRUMFlELD MAIN CIRCUIT BREAKER W31 X2A1 G30 (I OISTANCE FM aunET o AT COW OF LIOM OEP1N 16 3 ENTRELEC GROUND TERMINALS 16511316 aom 70 SAW BOumm)i� 1 19 15 23 ENTRELEC TERMINALS 11511607 SHEET TITLE 14 2 ENTRElEC TERMINALS H, N 11511811 YAY BE��) 2 13 3 DIVE RSIRED CURRENT SENSORS CMGOI OO-20 12 5 IDEC 2 POLE RELAYS RH2BULAC120 Wastewater Details HALF LOATERMINAL STRIP I ( 11 5 IDEC 2 POLE RELAY SOCKETS SH2P-05 ETM ETM G I M I 13 10 1 IDEC TIMER RTE-P1AF20 Sheet 4 tY CIi 60 Sm 18 ALARM OPTIONAL OPTIONAL OPTIONAL 14 15 9 1 IDEC RELAY SOCKET 8 PIN SR2P-06 8 3 IDEC 1 POLE RELAYS RHI6UAC120 W." }•• �•• ••� TEST OFF ON 16 SHEET NO 3 (DEC 1 POLE RELAY SOCKET SH1B-OS 6 2 CROUZET TIMERS, RECYCLE TYPE PL2R BIOCLERE RECYCLE LINE TO PRIMARY 9,000 GAL. TANK DETAIL 5 3 (DEC RELAY SOCKET 11 PIN SR3P-o5 sheet 17 Of 17 4 3 AEG CONTACTORS LS07.10A0 S NOT TO SCALE 23 3 1 MCKINSTRY 42 108 OPERATOR PANEL 42 108 28 2 1 IROBROY 18 X 16 BACKPANEL SPI816AL DATE : 12-13-2013 1 1 ROBROY 18 X 16 ENCLOSURE J1816HPL ITEM 30 0 30 60 NO. QTY UFACTURE DESCRIPTION PART NO. SCALE IN FEET BIOCLERE CONTROL PANEL D ETAI LS SCALE : 1"= 30' g DRAWN/DESIGN BY: JKL CHECKED BY:MWE JOB NO: 2006-026-4 C A D D FILE: 2006-026-4 DT.DW 0