Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0369 SOUTH MAIN STREET - Health (6)
369 S. Main St Centerville A=207—070 I No. 42101/3 ORA ESSELTE 1Q% O C O O :t 4.. >( I .1 a k ;a N . Fee 1. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes applitation for 30is osar 6potem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `3r��Ov �� � Owner's Name,Address and Tel.No. Z �( C vtT�— t c_�— C;C—N . --f��! "Alt Cs�(t-n c��(2�j ;�iZ Assessor's Map/Parcel ?0-7 O 70 �L s �0A I ter N�me,,ft Oes,�d 1. o. l,SD " so Designer's Name,Address,and Tel.No. 4( Z8-33A Type of Building: Ll.r..t.rTS �L _ Dwelling No.of-Bedfoo" Lot Size ` ��© sq.-fir Garbage Grinder k�)u Other Type of Building A O T- L No.of Persons Showers K) Cafeteria( ) Other Fixtures B Design Flow(min.required) 2 gpd Design flow provided 5r3 2 5 gpd Plan Date J A X A I ,��� Number of sheets 2 Revision Date Title c�1 T C CJ�rnl �CLp ,Vuk PLO V 0�13j Size of Septic Tank S i✓e- I&Ak.)Type of S.A.S. �o'L 1 �aSUQ�GI �r � ,Cf K—T2. Description of Soil --3 �$�t ts�CC7 �A�y��E-,.t—%. `= Z7 >r,- I—C> t�-r�2 ,N1�fl 5Ar,.s.Q Iwye- s/b 1911_ l32`' C LA,c cae M er_> ►.A c> 01l VZ`Il UJ o 6e.6_,;tu0 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructio d mai tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro fit e an t to lace the system in peration until a Certificate of Compliance has been issued by this Board o ea i ed `� Date Application Approved by Date la 17 Application Disapproved by Date for the following reasons Permit No. _UUDate Issued L - z No. ;i + ' Fee THE COMMONWEA H'OrF MASSACHUSETTS Entered in computer: Yes ' PUBLIC HEALTH RLVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yication for• i o aY 6pstem Construction Permit Application for a Permit to Construct( -) Repair( ) Upg'rade,(K Abandon( ) ❑Complete System ❑Individual Components j i Location Address or Lot No.3 Scw "v Owner's Name,Address and Tel Now I.I._L. �aL..i cyil' Location Map/Parcel 2U-7 ©?d `C tL VL1s 1�A J/t In Caller's Name.tddress,�rid�TeU o. V`U �U Designer's Name,Address,and Tel.No. Iy 1 P��f GS G� ( CC _ Type of Building: LA v-t +T S s . AcL t Dwelling No.oPBrdrewns Lot Size r �U sq.r Garbage Grinder )t r:a Other Type of Building No.of Persons __ Showers K) Cafeteria( ) Other Fixtures Design Flow(min.required) _2 gpd Design flow provided Z� gpd F s, ti Plin Date As k A Number of sheets Z Revision Date Title �J 1 T IPI C)V C_ `5 ., Size of Septic Tank Type of S.A.S. 4 L CSUZ E. 1 ` Description of Soil 8 - '�/ 5 >a cT �i ay c r��+E..� 'j 1-+ c-- rt k? is/tib 1^ cZ-7/ '( ture ofkRep Na airs or Alterations(Answer when applicable) r ,f, �. -s.Date'last inspected: Ag Bement: !� The undersigned agrees to ensure the constructio and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envirgfiment a an •t to=place the syste:iperation until a Certificate of Compliance has been issued by this Board o• ea igned Date 1 Application Approved by r' Date _ , Application Disapproved by , Date for the following'reasons Permit No. Date Issued --------------------------------- ------ ----------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE,MASSACHUSETTS t Certificate of (Comprianre THIS IS TOARTIP that the On-sit. Sewage Disposal system Constructed( ) Repaired(X� Upgraded(K) Abandoned(I )l: D at � -e.ICE l([Chas been cons cte/d/in acc r-ance with the provis rTitle 5 d then �ispo1 S tem Construction Permit No. )y �0 ated Insta e Designer Z �-� r .. #• - Approved design flow 64 p gpd The iss cce f this p rrnif shall not con rue as a guarantee that the system +I ction as sign',. � t Dat I D I - Inspector L/i ----- ---- _-- �� -------------------------------- No. � Fee-- ,� THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MispoBar *pstem Construction 3permit Permission is hereby granted to Construct( ) Repair Upgrade ) Abandon( ) c _..; � �S �tea . ��� - SC,-nt �1� ��U c System located at �-� �---�� �-�-L �CZ.cL�E��. Jt and as described in the above Application for°Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local piovisions or special conditions. ' Provided:Cons cti n s�bbpdompleted within three years of the date of this permit. - - - Date ' ve Approd by Town of Barnstable ,,�rer,►n a. - Regulatory Services Thomas F. G'eiler,Director publie Health Division Thomas McKean,Director 200 Main'Street,Hyannis;MA'a2b01. ... FaY 508 790-6304. Officer 508462-4644 R w Ynstalle�& designer Certificati®n Form Dates 21 ► iSewaa�p`eraaait# 61 C. Assessor's 14 ap\Parcel -0 .Instaiier: �AXC. Address. I Address*... �&� is On J A 2,1 , Zd 1 q was issued a permit to install a septic system at .3� y1, /�.¢J �6- based on a design drawn by (address) datedg- (designer _ I certify that the septic.system referencedabove was installed substantially` according to he design,1wluch.may include minor approved changes such m. ateral relocation of the distnbution box and/or septic tank t . I certify that the septic system referenced-above-was installed-with major.changes (i.e.greater than ateral relocation of the SAS or any vertical relocation of any component o "seo c system)but in accordance with State&Local Kegulatio aui� �i.., u '- u ,: t� <: 'slov�; i il PETER it a (Designer's Signature) (Affix.Designer's Stamp.Here) PLE I�ET -TNSTA IIBC BLF AT niyiSrON.CERTIFICATE OF COMPLIANCE I,NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. -26=04.doc Q:Health/Septic/Dekpir Certification Farm 3 Commonwealth of MassaiLhusets u W Title 5 Official Inspection form _ a Subsurface Sewage Disposal System Form--Not for Voluntary Assessments 369 South Main Street,-Centerville Corners Motorodge=Back. ystem 1 of�2 Property Address Jeff Komenda Trust Owner Owner's Name 7. information is required for every Centerville MA 02632 .12/12/2013 page. City/Town State. Zip Code Date of inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:n ouforms A. General Information filling out forms on the computer, use only the tab 1.. In key to move your cursor-do not James Ford use the return -key. Name of Inspector rab Company Name -- -- P.O Box 49 Company Address Osterville MA 02655 City/Town State Zip Code 508-862-9400 S 12482 Telephone Number :..License Number B. Certification I certify that I have personally in>jected.the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my tra4, irg and experience in the proper function and maintenance of on site sewage disposal systems. I am.a.DEP approved system inspector pursuant to Section 15.340 of Title 5(310.CMR 15.000).The system: Passes ❑ `Conditionally Passes ❑ Fails ❑ :Needs Furth r valuation:by.the Local,Approving Authority Inspe or's Signature Date Th sy em inspector shall submit. a copy of this inspection report.to the Approving Authority(Board- of H th or.DEP)within 30 days of completing this inspection. If.the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall.submit the report.to the appropriate regional.office of the DEP. The original should be sent to the system owner and copies sent to the.buye -if applicable, and the approving authority. *This report only describes i.Qnditions at the time of inspection and under the conditions of use at that time.This inspectic;t does not address how the system will perform in the future under the same or different concaions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page,1 of 17 Commonwealth of Massachusetts W Title 5 Official: lnspec#i®n Form Subsurface Sewage Disposal.System Form - Not for Voluntary Assessments. 369 South Main Street-Centerville Corners Motor Lode back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/2013 page. City/Town State Zip Code Date of Inspection B. Ceftifiication (cont.) Inspection:Surnmary: Check A,B,CID or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 C.MR 15.303 or in.310 CMR:15.304 exist. Any failure criteria not evaluated are indicated below: Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of.the replacement or repair, as approved by the.Board of Health,.will,pass. - Check the box for"yes", "nol 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_I_eaking.and_if-a_Certificate_of__: Compliance indicating that the',tank is less than 20 years old is available. ❑.Y. ❑ N ❑, ND (Explain below): i t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massach.usetwe. 0 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments °M 369 South Main Street-Centerville Corners Motor Lode back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/2013 page. City/Town State Zip Code Date of Inspection B. Certification (cont) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health.approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.):_ ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health):. ❑ broken pipe(s).are replaced ❑` Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box Is leveled or.replaced ❑ Y ❑ N ❑. ND (Explain below): ❑'`The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipes)are replaced ❑ Y ❑ N ❑ ND(Explairi below); .. ❑ obstruction is removed i ❑ Y ❑ N ❑ 'ND(Explain below): I C) Further Evaluation is Required by the Boardr of Health ❑ Conditions exist which require further evaluation by the Board of Health:in,.order to determine if the system.is,jailing to protect public health,safety or the'environment. I. System will pass,unless Board of Health determines in accordance with 31.0 CMR" 15.303(1)(b)that the system is not functioning in a manner which will protect public health', ' safety and the environment: El 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. "£ i t5ins 3l13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17' Commonwealth of Massachusetts W Title 5 Official Inspe cti®n Form Subsurface Sewage Disposal System Form -,Not for Voluntary Assessments 3_69 South Main Street-Centerville Corners Motor Lodge- back system of 2 Property Address Jeff Komenda Trust Owner _ Owner's Name information is required for every Centerville MA 02632 12/12/2013 - page. City/Town State Zip Code Date of Inspection B. Certification (cont:) 2:: System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public,health,,. safety.and environment: ❑ The.system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a'surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. 0. The system has aseptic tank and SAS and the SAS is within,50 feet of a private water supply well. a E. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well" Method used.to determine distance: This system passes if the.well water analysis, performed at.a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no:other failure criteria are triggered.A copy of the analysis must be'attached to this form. 3.-Other. i - D) System Failure Criteria Applicable to All Systems: You must indicate"Yes. or"No"to each of the following for all,inspections: Yes No El 0 Backup of sewage into facility.or system component due to overloaded or clogged SAS or cesspool El IE Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level.in the distribution box above outlet invert due to an overloaded 11 ® or clogged SAS or cesspool 0 ® Liquid;depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins 3/13 - - Title-5 Official Inspection Form:Subsurface Sewage Disposal:System•Page 4 of 17 I. � a Commonwealth of Massachuseitts- W Title 5 Official Inspec#inn Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M a 369 South Main Street-Centerville Corners Motor Lodge- back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville - MA 02632 12/12/2013- page. City/Town State Zip Code Date of Inspection- B. Certification (cont.) Yes No -❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s)., Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ 1z Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. .I'� - Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well.. ® Any portion of a cesspool or privy is less than 1.00 feet but greater than 50 feet fromak private water supply well with no acceptable water quality analysis. P s s. This. q Y Y I system passes if the well.water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000gpd 10 000 t gPd. E] ® The.system fails. I have determined that one or more of the above failure criteria,exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to,15,000 gpd. For large systems,,you must indicate either"yes"or"no"to each of the following; in addition to the questions in Section D. Yes No ❑ ❑, the system is within400 feet of a surface drinking water supply ❑ the-system is within 200 feet of a.tributary to a.surface drinking water supply FT the.;system'is located in'a nitrogen sensitive area (Interim.Wellhead.Protection Area ;IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall Upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13-- Title 5 Official Inspection Form:Subsurface Sewage Disposal System-.Page 5 of 17 •: i' . Commonwealth of.Massaohusetts ' f Title 5 ®ff cull Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 369 South Main-Street-Centerville Corners Motor Lodge-backs stem 1 of 2 Property Address Jeff Komenda Trust Owner: Owner's Name information is required for every Centerville` MA 02632 12/12/2013 page: City/Town State Zip Code Date of Inspection C. Checklist li Check if the following have been done. You must indicate"yes or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped,out in the previous two weeks? ❑. Z. Has.the,system received�norr al flows>in-the-previous two week-period? - - Have large volumes of water been introduced to the system recently or as part of ❑ . ® this inspection?. ® Were as built plans of the system obtained.and examined? (If they were not available note as N/A) ❑ ® Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the;site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on.site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the:facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® Determined in the field:(if any of the failure criteria related to Part C is at issue approximation of distance isunacceptable) [310 CMR 15.302(5)] t D. System Information Residential Flow Conditions Number of bedrooms (design): n/a Number of bedrooms (actual): n/a DESIGN flow based on 310 CMR 1.5.203 (for example: 110 gpd x#of bedrooms): n/a t5ins•3/13 Title 5 Official Inspection Form_Subsurface Sewage Disposal System•Page of 17 Commonwealth of Massachusetts W Title 5 Official., Inspecti®n For ` Subsurface Sewage.Disposal ay�,tem Form Not for Voluntary Assessments 369 South Main Street Centerville Corners Motor Lodge.a- back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632. 12/12/2013 page. City/Town State Zip Code Date of Inspection D. System Information Description: h`. s, Numberof current residents, .,'". : 0 I ,. - Does residence have a garbage grinder? El Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes. ® No Laundry system inspected? El Yes ® No Seasonal use? El Yes ® No Water meter readings, if available(last 2 years usage(gpd)): - Detail: unavailable Sump pump? El Yes: No Last date.of occupancy: unknown Date - Commercial/Industrial Flow Conditions:" Type.of Establishment: s asonai motel A Design flow based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/�ersons/sq.ft., etc:): • Grease trap present? El Yes ® No'.. , Industrial waste holding tank present? ❑ Yes Z No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ®:' No Water.meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page,,7 of 17 r Commonwealth of Massa�ahusetts W Title. 5 Official;: Inspection form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 369 South Main Street-Centerville Corners Motor Lodge- back system 1 of 2` Property Address Jeff Komenda Trust Owner Owner's Name information is Centerville MA 02632 12/12/2013 required for every f CityfFown State Zip Code Date of Inspection D. System Information (cont.) summer use Last date of occupancy/user Date Other(describe below): General Information Pumping Records:` Source of information: unknown Was system pumped as part of the inspection? ❑ Yes 0 No If yes, volume pumped: gallons How was quantity.pumped determined? Reason for pumping: Type of System: : ® Septic tank,'distribution box, soil absorption system El Single_cesspool El Overflow cesspool ❑ Privy ❑ Shared systenry (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and .maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator,under contract ❑ Tight tank.A(ach a copy of the.DEP approval. ❑ Other(describe):. t5ins•3d3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8.of 17 Commonwealth of Massachusetts r Title 5 Official Inspection Form _ Subsurface Sewage Disposal ystem Form Not for Voluntary Assessments M 369 South Main Street- Centerville Corners Motor Lodge-backs stem 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/201.3 page. City/Town State Zip Code - Date of Inspection D. System Information,(cont.) Approximate,age of all compo6ents, date installed (if known)and source.of information: installed-7/11/1985 Were.sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on.site plan): -- Depth below grade: - feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain):' Distance from private`water supply well or suction line: feet. Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): .. 21„ Depth below grade: feet Material of construction: ® concrete ❑ meta( ❑fiberglass ❑.polyethylene Elother(explain) If tank is metal, list age: j years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ .Yes ❑ No` Dimensions: 1500 gals. 2� Sludge depth: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusett9.; W Title 5 .0f#icial Inspection Forte Subsurface Sewage Disposal System form - Not.for Voluntary Assessments i 369 South-Main Street- Centerville Comers Motor Lodge- backs stem 1 of 2 Property Address Y Jeff Komenda.Trust Owner Owner's Name information.,is required for every. Centerville MA 02632 12/12/2013 page City/Town State Zip Code Date of Inspection ` D. System. Information (cont.) Septic Tank(cont:) Distance from top of sludge to,bottom of outlet tee.or baffle 29 Scum thickness 6, Distance from top of scum to top of outlet tee or baffle 12" p.Distance from,bottom.of scum to bottom of:outlet tee or baffle _ How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition,'structural integrity,. liquid levels as related to outlet invert, evidence of leakage, etc.): There were no signs of.Ieakage.Both steel covers are tograde: Grease Trap (locate on site plan): .Depth below grade: feet Material of construction: r, ❑ concrete ❑ metal.. ❑fiberglass ❑ polyethylene`. " ❑ other(explain): N/a Dimensions: Scum thickness Distance from-top of scum to top of outlet tee orbaffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins.•3/13' Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts0- W Title 5 ®ffic al Inspection F®rr Subsurface Sewage Disposal System,Form Not for Voluntary Assessments �M 369 South Main Street-Centerville Corners Motor Lodge -back system 1 of 2 - Property Address Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/2013 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, Liquid levels as.related to outlet invert,evidence of leakage, etc.): Tight or Holding Tank(tank must'be.pumped at time of inspection)(locate on.site plan): Depth below grade: Material of construction: ; - El concrete. El metal ❑fiberglass ❑ polyethylene ❑ other(explain):. N/a Dimensions: _. .,.. Capacity: gallons Design Flow: gallons per day Alarm present: El Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): i *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Tipe 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17. Commonwealth of Massachusetts MEN= - Title 5 Official Inspection F®rrn Subsurface.Sewage Disposal System.Form-Not for Voluntary As 369 South Main Street-Centerville Corners Motor Lodge backs stem 1 of 2. Property Address. i Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/2013 page. Cityrrown State Zip Code Date of inspection D. System Information (cont.) I Distribution Box(if present.must be opened)(locate on site plan): Depth of liquid level above outlet invert even 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.): The D-box was normal Pump Chamber(locate on site plan): Pumps in working order: El Yes ❑ No* Alarms in working order ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and.appurtenances, etc.): N/a If pumps or alarms are not in working.order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain,why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massa�chuse#ts11y Title 5 Official Inspection Form Subsurface Sewage Disposal System'Form -Not for Voluntary Assessments 369 South Main_ Street-Centerville Corners Motor Lodge- back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is Centerville required for every MA 02632 12/12/2013 page. City[Town State Zip Code Date of.Inspection D. System Information (Cont.)' Type: ® leaching pits number: 2- 1000 gal. ❑ Teaching chambers number: ❑ Teaching galleries number: D. libbchingt trenches"' number,-length: _ ❑' leaching fields number, dimensions: ❑ overflow cesspool number:. innovative/alternative system Type/name of technology: . Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil;condition of vegetation;.etc.): The Pits were.dry and clean,There was no signs of failure. The bottom to grade was 9.5'.and both are H-20. i Cesspools(cesspool.must be`pumped as part of inspection) (locate on site plan): Number and configuration N a Depth-top of liquid to inlet invert'' Depth of solids Layer Depth of scum layer Dimensions of cesspool. Materials of.construction Indication of groundwater inflow ❑ Yes. ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 ' Commonwealth of Massachusetts W Ti#le 5 Official Inspection Form Subsurface Sewage Disposal System.Form - Not for Voluntary.Assessments 369 South Main Street-Centerville Corners Motor Lodge - back system 1 of 2. Property Address . Jeff Komenda Trust Owner Owner's Name r information is Centerville MA 02632 12/12/2013 required for every. page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of:hydraulic failure, level of ponding, condition of vegetation, etc.): 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.): N/a t5ins•3113 Title Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of.Massachusetts'f�, W Title 5 Official, inspection F®rrn Subsurface Sewage Disposal'System.Form.-Not for Voluntary Assessments 369 South Main Street Centen?Ile Corners Motor Lodge- back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name information is Centerville MA 02632 12/12/2018. required for every page, City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal'System: Provide a view of the sewage-disposal.system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 1.00 feet. Locate where public water supply enters the building. Check.one of the boxes below: _. ®. hand-sketch in the area below 0 drawing attached separately poa � a � • 3 � O Q - ► �g3o 5- a: -7 9 a� t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1.5 of 17 • Commonwealth of Massachus:ett Tile 5 Official Inspection Fenn _ Subsurface.Sewage Disposal System'Form -Not for Voluntary Assessments s 369 South Main Street-Centerville Corners Motor Lodge=back system 1 of 2 Property Address Jeff Komenda Trust Owner Owner's Name ; information is required for every. Centerville MA 02632. 12/12/2013 page, City/Town State Zip Code Date of Inspection D.. System Information (cont.) Site Ex .. am: ❑ Check Slope ®. .Surface water ❑ Check cellar S.hallow:.wells 18+/ to groundwater Estimated depth to high ground water: feet Please indicate all methods used"to deter mine the hi9 hi ground water elevation: . ❑ Obtained from system design plans on record If checked, date of design plan reviewed: date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Using topo and water contours maps ❑ Checked with local excavators, installers (attach documentation): . ❑ Accessed USGS.database-;explain: You'must describe.how you,established the high ground water elevation: �ca'auGVB Before filing this Inspection Report, please see Report Completeness Checklist on.next page. l5ins•3/13 Title 5 Official;Inspection Form:Subsurface Sewage Disposal System Page 16 of 17 .Commonwealth of Massachus�fts : . F Title 5 Official ..,lnspection For Subsurface Sewage Disposaf System Form Not for Voluntary Assessments °M 369 South Main Street=Centerville Corners Motor Lod Property Address e-backs stem 1 of 2 Jeff Komenda Trust Owner Owner's Name information is required for every Centerville MA 02632 12/12/2013 page. City/Town State Zip Code Date of Inspection E. Report Completeness.Checklist ® Inspection Summary:A, B,C, D, or E checked Inspection Summary (System:Failure Criteria Applicable to All Systems)completed ® System Information Estimated depth to high groundwater ® Sketch of Sewage,Disposal System either drawn on page,15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•9 P Y Page.17 of 17 i I t ria,. g 07.1 - --- -t 00 —X-74 77. —17 , ,i IQ XF i avv rub 11. Ar - . - i � r - -..__ ___.._ 1 I - _ _. ---- — ------------ i _. . a i Per- JM VIA _ - i r � P _ 5 �19 Gl - - -- =44-91.. 4 Co ®? sI , 7 -: m J { �.:. ax y_ _ YOL U:v 001 GI `� --- �._ -_ . —77 a, 4 .w F JI • -`gym.. �• k - 7 9 __-__ ._ .-_._ �----- -i.—•-� �-R.-"`,fk��-44„- ��e �, i� � a � era _. � --- ------- .._ _ ,_ T ._. I , - VIZ6C .. i1 -- - — s w t a Yc _ �..,._ «., 7`q q, j�Q ,ry., ��t ,�3 �y VV� �;J�l� _ _ � R h11.� L'vh. 1 - 4 _. _ �C' �.t� L..` { b 1 h SEPTIC TANK 19500 GALLON -20 1500 Gallon 2-Compartment L7rc 0 f'A. S �x lk " ' .44 �C?ton i2/A_0 vILA.V cla-` - 13„ - ---- - -- - — -17 ---- ----- - — — (3) INLET -- _.- -- KNOCKOUTS.-_. - 6,_2„ I — u :I KNOCKOUTS3) OUTLET L - - - - LL - - - � Tf� PLAN VIEW k 24" DIA. COVERS a 6.. 8" D IA. 8" OUTLET KNOCK OUT n3 uT INLET KNOCKOUT 3„ 6,_4" 3'-2" 4'-1" a 4'-9 LIQUID 6 4'_6" :. /OUTLET NOTE LEVEL r.i Pvc TEES BY CUSTOMER 6" L^ �'"` CROSS SECTION VIEW SPECIFICATIONS Concrete Minimum Strength: 5,000 P.S.I @ 28 days Steel Reinforcement: AS-615-68,Grade 60 Design Loading:AASHTO:-H-20 Meets ASTM Spec. C 1227 Weight: 23,375 lbs: i s SEPTIC.: ANK — 49560 GALLON (H-20) ST-4500-H-2o 71boD t OC (3) INLET KNOCKOUTS 13" 17'-0" -------=----- — --- --Li -1 7'-0" - — �. .24" DIAMETER COVERS (3) OUTLET L------------------ -� KNOCKOUTS 16'-0" PLAN VIEW =A_ 2 5 -- 24 DIA. COVERS 6At 8".DI A. 8" OUTLET INLET KNOCKOUT KNOCKOUT .. 3" 8.-6" ; .4 6'-4" LIQUID LEVEL 6" s" CROSS SECTION VIEW NOT INLET/OUTLET PVC TEES BY " �' CUSTOMER (�b SPECIFICATIONS — •Caere Minimum SU=g&5,000 PSI @ 28 days . •Steel Rcanfi- cenmmt AS-615-68,Grade 60 •Design LoadmW AASHTO-H 20 Melds ASTM Spat.CMS .Weil 42,960 lbs. CKAT a f 35'a2 8// SEPlic TANK 59,560 GALLON(H-Z ST-5500-H-20 •�f.._.00� 3 1�1�r.! i�S . \4 x\tb - 1-. qc) Gr t J4 (3) INLET KNOCKOUTS - 13" 17'-0" -—---——_—— ——————— — 7'-0" 24" DIAMETER COVERS (3) OUTLET KNOCKOUTS 16'-0" VG 37, S PLAN VIEW =-�3 24" DIA. COVERS 6" .V 4.. A . 8" DIA. :. I 8" OUTLET INLET 9 23 KNOCKOUT KNOCKOUT .. 3". 9'-10" a 7 8" - LIQUID. LEVEL' 6" CROSS SECTION. VIEW _ NOTE: INLET/OUTLET PVC TEES BY CUSTOMER SPECIFICATIONS IONS Concrete Minimonm Str ngft 5,000 PSI@ 28 days Steel Refnforcxmes AS-615-68,Cade 60 (C •Design L AAMM-H-20 Meets ASTM Spec:C1227 Weight:47,3601ba Ali- 3Z;S ire L0��: LOW PROFILE`SEPTIC TANK, 6,000 GAL.(5-20) ST-Low-6000-H 20 t YIN e _ ( � T , Acbo 'Z.Cz`C r 6" 17'-0" 16'-0" r- ----=— — ------- IE � . 10,1_0" L � _ 30" DIAMETER COVERS (3) OUTLET �.. KNOCKOUTS ————— =--- ----- -� = 57'"3 PLAN VIEW -w 30 DIA. COVERS 10" 8" DIA. 8".OUTLET INLET �'� 1'-0" KNOCKOUT KNOCKOUT r - . 7'-11" 5 - LIQUID : - 1 7 LEVEL 6'-5" 8„ ::' -.•-.'., ... :'. .+-. .: '+ Via' -.• - t'3C)eL CROSS SECTION VIEWi INLET/OUTLET Z.�i71 PVC TEES BY CUSTOMER — G SPECIFICATIONS •Cmcmfe hfinimm SUeng&5,OW PM @ 28 days •Steel Wit~A"15-68,Cm&60 •Dwip Loading AASM-H2O Maf Ag M$pm C1227 we,gr 62,840 ft "NET 51 , 7 � . r LOW PROFILE SEPTIC TANKA,000 GAL. (5-20) ST-LOW 7000-H 20 41 - 17'-0 -- -- 1o,_ap �o DIAMETER— _ I_— (3) OUTLET` KNOCKOUTS ----------------- -- ED PLAN VIEW DIA. COVERS - - 1Q" 8" DIA. _ I d1�i - 5 8" OUTLET INLET 1'-0" 31U KNOCKOUT KNOCKOUT vm 3. 8'-11" rrJ ¢i 2�C?. - 7' 6'-6" 7'-5" v LIQUID 8" - .. `.cJ O 1 NOTE: CROSS SECTION VIEW Z4 : INLET PVC LEESES BY tl IZ " ._SPECIFICATIONS - 5000rsr@23asy,3 R±au fn eat>~AS-6154k-, ode 60 Design AAS M-H 20 Mcco ASTM Spec.C1227 ..R. - rj i.a�2 LS 3 HVW- . d ' 13 3" Non -Clog Wastewater Pumps Horizontal and Vertical Discharge W. . 1 RfGlz S tit HIGH EFFICIENCY HYDRAULIC DESIGN CUTS { PUMPINGDS LIFE. OF FLUID END.COMPONENTS.:. Ems' s TWC VrT 1e rnunvlora pCr}.tr 1rnallorc hrtr rilo cnlirjg y,rith ar_tgcg r=rr high nricrrrring arrirtanrf A4 Modified constant velocity.volute offers quiet operation,-low;radialoads overextended `- portion of performance curve. DURABLE�l�dt33'OR'ALL'FIFO Ir i 'V.'1EARS OF RyI:IA.BLE SEIRITIC .: o Oil-oiled for maximum heat c.ssipation and continuous bearing lubrication. - a On winding:overload(single phase only) g protects motor from over current and hedt conditions. Capacities To 400 gpm 25.24 1ps Heads To. 48 ft. 14.6 m Solids Handling Capacity(dia.) 2V2 in. . . 63:5 mm •r Liquids Handling raw;unscreened sewage, rainwater,effluent ail intermittent"Ligwd Temp, 1407 60°C Winding Insulation Temp 266°F. 130°C r (Class B) Available.Motors 1750 rpm, (Single phase motors are capacitor start" 1-5 HP 230V,,10,60 Hz - _ type.Myers control panels or capacitor - kits are required for proper operation 1-5'BHP,208/230/4601575V: and warranty. 30,60 Hz Third Party Approval CSA Acceptable pH Range- b-9 Specific Gravity Viscosity` 28.35 SSU �iG• II Discharge;Flanged Centerline. 3 in. '/6:l-mm (Horizontal or Vertical) Minimum Sump Dia.(Duplex) 60 in. 1.5 m - [TTLListing Class 1,Div.2 GroupD 11 Class 2,Div.2 Group F G HE 3WHV AND V3WHV SERIES NON-CLOG•PUMPS " ciass 3;Div.1,2 ARE DESIGNED PRIMARILY FOR COMMERCIAL APPLICATIONS SUCH AS:schools and churches;industrial co2sfi+_c!ion AQa!_! s plants,shopping centers',apartments and condominiums, y Motor Housing,Seal cast iron,class 30 marinas, interstate rest stops,.sewage collection systems, Housing,Cord Cap, ASTM A48 76 campgrounds,motels,restaurants,office and commercial volute case buildings;state and federal parks,,hospitals and nursing 1 Enclosed 2 Vane Impeller ductile iron,class 65 ,_ , 1 ASTM A536-80 hoiT, 'dewa el ing,1railei paF ks and treatment plants. This pump can be,installed on legs-(vertical`discharge) .: Power.Control cords SOW/SoWA,20 cc: or:with aquick-disconnect slide rail systernAts'abilityto Mecnani�alSeal single,type zl handle 2%2-inch spherical solids makes it ideal for most standard-carbon/ceramic light to medium commercial installations.,Foie more optional-tungsten carbide information,contact your Myers distributor, or the Myers Purip.Iviotorshait 41hssT Ohio sales office at 419/289-1144 :" Fasteners 300 series SST WHERE INNOVATION MEETS TRADITION Afterso ISO 9601.Registered Quality System Pentair Pump Group 3WH IV and i . F 3„ Non-Clog Wastewater Pumps Horizontal and Vertical,Discharge RUBBER BUSHING CORD.GRIP 1 /Clamp'type to prevent / loosening, withstand pull_. 7ikLE it , tn miNT .� . of 300 pounds. I — 1. :I irn u,.,....� LINE BREAK OVERLOADS— Automatically stops_motor t I.':// /t� if winding temperature o 1cgofP (Oprl_hreaches I I O'C(single, \ aomatic ally,resets. z„µ Winding"insulation is u iq ]7 / MOTOR STATOR I Shrunk in sh it for best IL alignment and heat _ -- transfer.Oil-filled for I G continuous 11lhrucnt,o1r . I flsa 1 Ui ber-il riy,Una seals. 1 J'STD FLANGE �� STAINLESS'STEEL SHAFT.; 9 Prevents deflection from. V3WHV impeller radial.loads —i --- when pump operates at: Z,,,, j heads higher than peak 1 'efficiency range: 14 z SINGLE SHAFT SEAL -- I, Protects motor. HORIZONTAL . DISCHARGE — — VOLUTE CASE flanged: CU 3 - _ ... ." CAPACITY-LITERS PER MINUTE-� 0 500 -1000 1500- �.2000 HIGH EFFICIENCY. PUbIP OUT VANES 60 18 f, IMPELLER.. Help keep trash.from seal, Two-vane rounded port*, reduce pressure at seal 50 e non-clogging design. faces. MM 1s .. a 14..-N uW. 40 s t F Z �A' ..• , n 12 � 10 � it MP:� kso,Hq w 20 4 2 - a / ° 200 300 e 400 500 . Ji 100 CAPACITY-GPM VERTICAL DISCHA3tGE VOLUTE CASE Includes su,. .< Pport legs ;// i 3 flanged.. ;; } ,. F E Myers, 1101 Myers Parkway;Ashland,.fe 44805 1969 ye 419/ 89-1144, FAX:at9/289-665b, www.femyers com K3239 3101 Myers(Canada),269 Trillium Drive,Kitchener,Ontario N2G 4W5 Printed In u.s.n. ' -- .Pentair Pomp Group - ...519n48-5470,FAX`.'5191748-2553 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, 198 1) . - Perforation IDiameter(incfies) in Lane .� 1/8 1/4 5/16 : 3/8 7/16 J/2 '9/16 5/8 MY -----------:-9PM - 1.0 A.18. 0.74 1.15 ' 1.66 2.26 '2 951 3.73 ry 4.60 1.5 0.22. 0:90 1.41. ' 2.03 2.76 3.61 4.57 5.64 _ 3.19 4.17 2.0 0.26 1:04 1.63 2.34 5.27 6.51 2.5 0.29 1.17 1.82_1 2.62 3.57 4.66 5.90 1.28 3.0 0.32 1.28 : 1.99 -;2.87 ' 3.91 510 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 4.51 589 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 gu p diameters compiled by.P. Spath B.Dudley, (2001)NOTE: Figures.for 178 inch erforation diamet : •. 4 ; -•. Page 25 of 27 ;,. S 3rfe I 9 L * M IO< yW � i _ i COMMON ARLA . �V/T t!'A �uN/T PO'� �T�1! LtYIT C6� UN/T L9 g U /Ttg A�I��dN/TL9 '� �f//T dO. ,UN/TJ/'� •••I � � T/L Y.JtF. � j - � � U U - G9>/SK Y VL��SR GCG o. GGO�>'.R� BOO+'1.R^y G6b rd..'��{Y Gjpf� LBOY.6R� �190Y.R V �'0• PY LL - BF.EMENT� 11 •0 I _ - - � o F/CC LW?.!/ u%!/T� � ti uN d' S9� � 6Q'I tYYl uv/T SG•�")��T Sf'q o LtviT dY g� � � ,': �� _ � L90/.fF 4 LBo�.. G✓OYs.R b.• e0 G9v a.I -:5.-'BO.9M `LdHY R• 2Jbt.f.RY � � l_ � .. - I i �Y .���/1<• y ..Rm. C•ON.wON I - Arlcq -MI m AGc/✓AY ; i U �- �' II -., .. �b/OS6•�>EN7•L"/POOLgRE,q� .. � R< XR>CYY OG'A'�TNa�L�Y o rLa/r Tt0 /N - � � � bM6tRE0 G9>wrpou M N9/ON F 6UNifC9 a oC� N W ai gNol NN N M� ,B gRN9TFf8GLS '•Mi.'.53. - 9CR60 1b TNROdON O-9 6U/LOiN4 . - � I' - CONOCM/N/UMS • � � � �- � � s CCCY/FY TNR rJV/H PLA I fON�.PM.B�O Mqq./dr JDBt SGALC. !(�:/=0• e.vNo Raa L-a r/oN hI ..ro/dT.eY �� .se.wvNa.e/oe F/ee.w./si my - � AeR•CGs.•' �F r /'�- O.ORhw O✓l✓S. N.Q•/!S f.vrer pr/r aNOH suwX�' Np�/.vG.- � � �I M r aTefKOX 99roR � H9. j j . H.S 3 m PH'22 .. f f'UN/T':aG' UNIT 9.8 qQ aUN/r94� UN?�Sr 0(/jT 96 (/N/T97 qy,, pUN?9B� 'y� � � �� �'BBO Y9.R LBO YSM1"a 5.reo ra.r LBOr9.R� VCBO y� SJOYSF �8B0Y9.F. yG,�T. ,: - QQ -- --- -- —� •�w,'' �yea JJJ� � � E`�� �'EBOY.e'.0 100Y.S a: vPBO�'.6T PBOriea.F. �G610 r.B.F CaOY.T,F EBO riS.R V e a 1 BJvCLR..-,.,:.,Rr na.eaAN roar bN /ero 'c FY�.`�ru C,v>raN.0 r:v�vea`.e/iN'w/y �UN7T PG.9NS f�RNO N ri➢NV BCHCO LL TNROVO/44/N<uJ/Y6�' . - PR('P.ORO-G vOQ I-- '� - � 'CENTE".pY/LLE CORNERS . .. - _ wY.ia.cNU R.-oY.ewsrow�o.-r4Ne.e 1/arevo,r ORRNN BY�ti S, N.O�'/9S r Nov 5 3 za FIX .. � _.,. ..•DPI`4 -. - : .. � .. BU/GGO%/VCR'_ UN/'Y 60 O l g CAN/66 �i o gg { CS CER7/FY'TN.4'7"T/!/S PL.ON FYJdLY qNO - UNIT 04 AV^IT ACCURgTEL.y OEP/CTS Tf/E Lf7Y0UT LOC.7T/ONe! L O G5'7-60 /N - UN/T NC/MBE'R RHO OIIW4W T/OMS OF THE CIN/TS &VI4 7- .. � iVUM.QERB'O 60 qN0 6/ /NCLU9/✓E//N.BUILD/N���i1 i B gRNSYA.B L E �- Mf�SS. FOR CENTS RV/LL E' CORNERS . CONO O M!n/!IJMS —[Cc '- � - 7b THE RbLE3 qN0 REC`j ULAT/DNS OF TflC RE/Q- �ytN C�q ' /STipY OF L7E603.1D VAVID c�, Pt/7N NO. 9908- F/L6 NO./6/ Bq CHARUSf L �- � CgP6' � LgNOS SUQ✓EY N �/NC 394 Mi .. .,: }'.�? . .. I.....I..1I.I I.....�.�.�I . I.--I t. II I..I .�I.I 1I�.. ��. ►1. wn of Barnstable r �y'' Dfe parttrtent of Regulatory Services . /I � P--- -, / 11.III--.-�::.-.�--�.',.,1..-:..I.w"..�I�.�,.,..I.,-�p.-;-rI.1�...�..-�...I:I.,�--��...,I,I...,..I...,.%:I--.I,I�.I�,-"�-...�,..,I��,,-�I,I.�I:-.-.�,�...��".11�I,�'.1,....".:..I.%,..,�.,,:.-II.-�..:..:�.,I1..t�I:II�.1::-F�".'�-.-,,.....1..:��..11'.I�I.-,..-I 1.,�r---.4I I;..,.,�,:1��-.,,I-..-..:1,l,:�1�.1..�.,,-,I-�,--"�,-1�I1-.�..-..-'�-V,r.:r..,1...�I r.-�1.,,.%,1�--1�.�.1�.,-.,II.",':I�.,.��,I I�..,I'-I.�l 1.."-,',1�:-�:;I�I-',..I�I.�,..,I:I.��..1.I..-..1-...,,.�.��I...�..,-.,':'.11..,,-"��-�Iz�.,I::�-I"."I�-�11�%I...I,!�:.�-,'.,,-,1.1J.'�.-..:.1.����,I,"'I:�t.:-'..�,-��.:...�'..,1�.,�,.�I..�-,.r�.�.-.1-,-.-�.1,�.I M,:,�-.I.,.,,.�,.I.,-,:.��,I-�.."���.,-..�.,-'..-�,�,1�,I.11.�.�,:.��fI�.1..1..-..-,.I,l,,�,I"�,.,..-,�o.d..,,.._-�,..�'I:1-:..I.::�,.��.��,4.�II...,...`.I.:,,--�1%*..,I..--,-,,�.,;.,,.,.;�'1..,---,-q�!�-"-.,--,.�,�1."��T�,',.,.1,��-,,-.'..;:I--1,,r,-.,,I�..,,".-,1..,-"I..;.I::1w.-.1�..-.....��,-.--:'I.�..I,I-1,,.z1.,�..:.1,.t,:I-...,,:--.-"I�.%.1,%i-,-,W,.1.:`.."�.�,I-,,.:�.,.,�-...1..�.�.rI,�..�.,,.�,,,,,-,:,�.-�.1 I-,,1...�,':�,,-....I�-.,�r:s�.�-r.---;.I..I'4.,I.:�;I:.II,-,.,-.�,-;I��..,...r.-�I-:.�-:-,,-:1.,�.-::�-,1,--,,.�--�-..-,��I��:..��1�....-,�.�.�-..�..:-�-1 1,..,�I��,-I.-�-..�,�:1 r...._.:,1':,-"-i 1!-.1�I-I:.,-�,�-,'e-,1�.:.11",,..-.-',�-.�I--.-�.1..1,:.-.�%.-'--.,-1 11I,-III-��I,�,,x,--,.,.:,:��:.,,.I I,."`�.-.%,.�.-:,.1";.--,,I..I,-I..-,.,,r.1-.:..%.�--M,.."�..r...;,,-:1�...���,I I..��-�i.-,...,1�-I-,:....'..,.%:4,-.,.-.�,,.,-,I,�I.,-"I 1*,�-1.��.��1-:,,.�...:..:�-.;'�-�.-........1.,%-,�.,.,-�,I,.��,,-..�.,i.�".:�!....I..,.I.,...�",,�I:-,I I ,Aar, " lP luMc Health Division ..1'�..l-I..1.�.r��...��:..�'1��j 1,.i 1.,-.I...�-�--��1 - Hate 1!,.I.1I-,:.:�.-.,1�,I,.,��:�-..,,:I�.I�II-.,:,-:,-.�r.,..:,,I.1,�,:..1II..',.,-I,.,-.,C.��-I.I,:-,.I�1,I.�.",..r.,:I:�-,�-,1I�.,1,--,.I,�I-1r,1.:'.��.,,I,:,,"-",'r�1-:--�%---,.�r,,�-'.4.-�-1-.-�,�I.I_.I�1,.:,.,,1,%I I:-,�,':.1�,�:,,...II.�:..:�I:1.�-:'!.,,",I��.,....1:-�:I-,,�'I,.�.:�-I 5 1...I-,.o"1,,:r-�-�q I�.--..�I'�,,,-.I-.:,�-.-.._.I,.��.I.-.I,1,--",,.,�.:p,..1:�",::�.--..�;,...,.I-I-.::.1..I�.--..I.-.:,....-.�1 I,�,:.-.��--.-I:�I�,,,.1!I 1�"-�.,��..�.��I..-I."....:..���',�'..�.�,'.-�:-�1...,..-.�I...;1I�.�.-I�;;..-t-,I...'��-.fI�-.:::..,-,,r,'..I-...-,-.�,4,1,-I".:-,.:�._..;�.'r-I;,-,1��,�.1I�,,.:1�.,,-,,II,�:.�.I..I..,��..,-r:-�.,--I:...".1,II;�.�....,..-:.:---.".I:-:,�,,,'.�.I 1Ir.�,..,1I.-�.�..-.:I:�.,,-�I�I"r I�,1,.1�...'���.,.4Z 1..�-t.,�1,:��-:..I.:I,...�,�.--b:I,���.��-,,.,...I..1.�.,I%'":r...I:....1".".-1�,,1:.:',-..-,,"..I..�-,�.-.:..:,�-I�,"I:.-,.��1.��.::p�..�-I r.�I��-.�1.-,�....�.r.,-.:.�::,:..:::I,.,1.-i.1 I.-..�,,-�.r.'�.,'.:'.I.I..,:t,I:,,r�.,:.,:1..,..�.!...I:.-...II,t.:,��,1.-,::4-,I:.It I..r.;:.......,,,..,:�...T..I1.,I...,: �.,,.�.I:I-.,:.I.-.-,-...I,..-I�..I:.,���,-1��II II,,..1,.I,-��I,:.-�...s.I.r,,,I�1 I..IIi.I�I I,,I-.,--,-1 I��",.--;.--I�I..I.I1I.1..,,,.'.1I.1,.,�-.:.,--I.."o-."-.L�.-�I�,:���,.I,.��.,.,.1�.1.,.-.'�..I,I-I I'.I,�:I,,1'.Z.1:I-11-,-I'.�..,,"..,I.1".,:.���..-,.I".L;.;-.-�I�:..�..-.I.I,.I,,.z-.,:.,.1...1...-..,�.I..,.,.'..1 1,.11"...... M21BR I:I�-p_3 J�IiI,.�1 :-...:�..0..,-�'-�1-,..�J--�..I...--L'--!,...1e,'ti,1 I�;,VI��.�,1���'1,�.II�,.P11,� !�I:,1���'':,-��,:�,"A,-.,!;",,.-1..!,:..S1'.:..I..;...,I.:��,-.':,.�:;,-",;'�1..---.--�.'.-�---.��':,",1-.-:� .,,,``1.,--.:,I,1�I.r.�-.�--.T..-,�,,...-.,V,� ..�I.,.�.-.�.--1.1�,-,� ;.:rI-"-.-;I-!�:--1.I',�..�....- �I,t--..I.,�:�-I.',, .-�...-1���,.�-A,,�'1 .,�&,-:.I..,-,N�.I�,I�:.,:,�,,.,..�-..It,.A I.;...��.,-,--"....�,-.';�-�I.1.,,!I1�..l.4 I....1:�11;�J.���-�:�ee.t;;.i,".,.;.1-,..,'1:.,y �A Ojg9 200 Main Street,Hyannis MA 62601 lEli►Mt h t' Date Scheduled ' D _ � ZJ a p� Titne Fee Pd .'-.,I.-,.1,rI-.:I�:,.�I I s1,,,c..-.I I;�,-II1..7 k:;ri1". jlji I'' ' ' x' I'� 5 f :i I % P:� .I.1. Sa►i ►I 'tability!Assessment for Se e s' o a ..��%.�.�_,-w r,�- II I II I. i / ' Performed By � y` .A , iG( 4,, Witnessed By , CATtO►N& GENERAL INFORMATION Location Address I r j l I �� , i,01 ., Owner-Name .o .t:ty��:�, �n ttsf �'i`�1.1 t_G Addressr ��3} .3.6�'aeP,t6utu F»cctt C- %l T��- 1 t_t_G Assessor's Map/Parcels © © En gineer's Name ; Ei//i`!� NEW CONSTRUCTION I REPAIR .': ' ' Telephone# (��; �S �3�/.� n I , Land Use'. 5 O t:,("kl , Y►q W1 d �, � 2 .. n, l- • _�Z10A(%) ✓:1a Surface Stones" 9A: r . Distances from open Watec B y ✓` �. ft i 1'ossi le Wet Area 4C)Q f: Drinking-Water Well _ft Ii t Drainage Way ft Property Line b i- ft Other ft SI t'TCH: Stee n II ' `( tame,dt#nensions of.lot(exact locauohs of tes thoe j 0 ,, l 1 s&perc tests,locate wetlands fn proxitrnty to holes) uj , I y k �--� ' .. �� � �� o k '� ` / r a 1 � 1 f 0 s `^�^ ' 1 a i � y s i . it A g f v -4 M [ r- `tom .- < C"� p . F - M . r P L I q4 `""f 5 )` 1l ®'; `� n-, q='O ,.t' :1 �:O S �' i. e� \ 3 1 z ,t ��- is J`y i:.; t '[ "• ram.'i 5 a ' i ,t. T 0 q4.. - l z .'-.-.�-T.:,-,j.I..z,I,1t,:�41I���!1,.1:I.!1-;1I�ii;-4.4�O:�f-�::.�j 1t�I..1. "� I t 411 ` ( r t �l L ' wa1»;. � � 1 " 1. r t rya °h'�.c ' +c.� t _ ,, 9 yam' Parent mateHal(geologic) �, 4 y�a'1. Depth to Bedrock ` a ij Tp Depth to Groundwater Standin�'Water m Hole-' I -0470- 'Weeping�rnm Pit Ft1Ce ,. i ,fi Estimated Seasonai_HighlOrounwater : I lii� DETERII . ATION OIt SEASQNAL HIGH WATTi,R'TABLE Method Used I I� I� i ::: Depth Observed stanIding in obs ole In Depth to sell Oiottlea: In. Index Well# p Reathrom side'. obs hole 1n, Clrtluadwntt6r AdJusttitont ft. Depth to wee m" nglDaie. Index Welt level ., Ad,t'�ctar„,, ._:Adj.draundwater level,,,� i: :, .. . I ERCOLATION UST >Date P 'itfuld .L- . . Observation : Hole# i, :. Tinto at 9" ....._.. Depth of Pero �> f/ Tltne at G' -{ Start Pre soak Time L ' ���Q i f �' �I' V� Tim©,(9rr Grr) _._ _.._ : &grst aS.S I. ' I ''/® Bnd Pre soak _ f t Rate Min./1nch, hh" ,ti _ . Site.Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) . Onginal: Public Health Division Observation Hole Data To Be Completed on Back---------- . . I. ***If'percolation test is to be conducted within 100' of wetland,you inust first notify the. Barnstable Conservation Division at least one (1) Week prior to,beginning. . Q:\,SEP'TIC\PERCFORM.DOC . _ . . . _ . . 1. . . J . .. . . . - , DEE.PI .OBSERVA7CION HOLE I;OG Hole# 1 Depth from Soil Hot-IZ6I1 Soil Texture :Sdil Color Soil OtUer. 1. Surface(in) (tISDA) (Munsel) Mottling_ (Stnuc.fure;Stones;Boulders: o[tststency 9613rave1l . 1' '• . � Iff , q q C3 . ! M.'sue k.-I . �o W l4r.-r.112, sr i M 5ti� !0�/t 1. li L-rI',r-rIL'I�r Ir:,-..rrI I,:t,L I.r I�,�I,Lr.0.I�rILr;,..',ILIIr:..':.r%1-II..,I.�.�:r L...�.:.I.,::�-�Lr..,I...L I..I'. ':,!..,"�.,.',�L L..L:�,r.::..b'Lr.L II.IrL.I.L..��,..�.I�,..�bI.I.�..I�r..:...rI..'r,_.:I..,..,0,.I 1 II'':.I m.:.,�.,,,::�,�L.�-:I��.�I:..L��:..,:..�t'L.r.0 r�'_.,.'':..�.;..:..I:,.�'�,I��.-0 L.,..��.�.�L'.I?�.I,Lrr..0.,L III�:�,._r�:I.r.L,1 I�1r,,,r���I t,LL-.LiL q:r..1:L..�:L�r"..1LrL Ir�r.I'r.r�.L.��r��'..r.%I tr L..r:�;I r,..I':�,�.;�,.�,L r.I L.I:�Lr�,.0r.rrL L�:.:.'�.'�r'I r�'t.r,r:��r.:rI:'-.L�I,1%:..'I..,I:...—�,I�1Lr:r L,I:.L�r:,,r.,I�..r"r:�.-.:-..L..r�''L,1.I�.r�1II'....:..I.�.::::�,1�.�r-1.:.�'r:I.I�r L�.-.,�,.:.,r.L;'1r.',.'��.L,0,Ir'�..IL:.,.L:,rI,.'I..I.r�....:.;���L.�'.r:�L.I,�,�I-r;�L:'�II.:1.-��.I,.b'.L..'',..L:�,rI:I��r. .`. r.;.:�I._....:,,�LL 1L�:rL.,�'.r:�I I,.,':�.�Lr.:'�L L I.r..,,..L'�.Lr.b�..,�.I,;.�,.I'LLI I.L.0�,,:r 1.I�'rL-:r,L L IL.LL'I�I.'.II%...1LL:...:.Z'.L'.:IL-,��..1.,.'I,.%�.b Ir'.�b.,.r.Lr..�.'r...L L t�.r.LZ I'.."0.L.-r.:�,LI..r''Ip:L IL.�:I_L'L''rr,r�::I:��r-�LL L�...rL I,Z.:.:"b%I,..�',,,..,rL''b..�:I.%I_�r.L r:�I,,r.'I:I�,::1 Ir.r L.bI..r.r.�L:':.r L'..,.L.,�,jI.1.�I.IL r,....I.1:....r:,:r.1Ir�-�.�..ILI I�I���..'�.,.LLL;r'':L,.�:L,'.�:r I. .I...r.0rrI...,.,I r r,;.I�.,....;,��.r.L,�rI.,%I,I,�I'r.'.�..I.I I7L!I r I..r:I...rI-.!I,,t I.��0...I..-r',..—.-:r..-�0 I r,.-L I L� ,Lj—,.rL.:.,.I,.'.�:,-,...!:Lr.I.'r%,�..II...L—;L r.�....rr rII..,I—..r�'.r:I.b,i,rr.r,:.�,I...I...I,�L....1".,:...-I%Lr�:r.L.IL.:.,;.I,.�..L L�:L r r.,.I,.r.'II.I.L,'..'1,!I..I.Ir L,'L..��r�'L Lr II:.-L.r:,: .�.:.t.,I.�L,�.b r�::rr�rr,-i.I'—�..,L DEEP O SE1t AT iI N HOLE LOG Hole#` �. Depth from Soil Hon Soil; e*ture Soil Color Soil Ofhbr ...—'.�:LI.::.:.IL.,p�4...�'Ir.I L::Ir.,.b'0.%_:r-.�.L—-I�I,I LL1.'-.L...�L.,-I�L.I br___-...r7 r LL�.I.�,.Ir:,:..r r,�.I"'�,.,�.r b.I L rLI'LL.'.'�I..,:.'r r.�,1I,.4r-r�mt,:I�.�..� .II�..r...��,�'I,"II.'I....I':.I.L'�...I,I';.I.I 1��'.r.'..�_:.r�:.:.r�...:—LI�I.,.I.L.rL L I,r.,I.L.L I r�.:'.I!I'r_r L L�Ir._I�.I.L:..I;,I rL 1 r.I 1�.r..q,.:.%I I.IL,I I—.��—,'Ii'.I r.L...I r ILLr r.� Surface.(iu.) (USDA). (Ivtunsell) Mottling (Structure,.Stones,Boulders. r'L L:�,.-,.I I-.,;LI I.,'.r-II.b:r�..,l'..:.r r'�...��..�.Ip'.�!j,',.:;—b 1L.c!I!;'1;iIi,.t11t1 LI. , , _ :,,; L. :; onsis en"..% m ': ... f, G �' 3 l �� ar' d;,. ., 'I / — G 20-- t32'' C. • o0 _ � r.,b:, ",. '!I .� .�.'i�j jb;p, ail '.i .li ��� ,i � . II'..; i..-. DEEP OBLJA. ['ION HOLE LOG Ho1e# '3 ,.L.L bII,II.1.�I j.�.I:-..I I.,,'.I..%�.L..I.I�..'.Ir:—I'-Ib.L r.-.r'I.�I,%:r.,- �I%I1 L.. Depth from Soil Horizon ' Soil Texture: Soil Color Soil Otticr Surface(in) i I (Uk)DA) (Mun§ell) Mottling - (Structure,Stones Boulders. C i to e s; p 'I_1��I�I.,"rd r..�-.k4 r r L_I..rr.:...L::1�r '( .> 76- s®'' ¢ I ,:I A I�I:i.1[;,':�.�;r!,L' i Z."?M .14.,d! ra tR y,/a ;, f—��rII�r.,..I,.1I;!I,j,�.r'�rI . t DEEP O ISERV k1'ION HOLE LOG Hole#_ ' Depth from Soil Rorizoii Soil Cexture Soil Color 5011 Oilier Surface(in) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. . ,. 1 e t� • Con e ®_GC 4. sO,,). '76 (/s'` LoG sGK) co KR YlW io s- tso" L Sri of . si i ; . It l . ( i . I+lood Lasurarice Rhte Ma h. S I_ ' : f I .Above 500 year flog b nnddry No 1 Yes ✓__ I,1 � L,I1 ii Withtn500year,boundnly., g No i r' 1(es.� , _ Within l00 yeai float iundary No. Yes Depth of Naturally Occtar irta Ferv'►o ds Material rou hout the Dot at least four feet;of ita,rally occurring pervious material exist in all areas observed th g area proposedfor the'sotlia>�sorption.sypteni7 S , Lr If not,'what is the depth of naturally occurring pt rvious material? i � r. Lr ; : . . Cerhi;cation I certify that on '? �� . . Z- (date)I have passed the soil evaluator exarninatiot approved by the Department of Envitonmental;Protection aiid that the above analysis was performed by me consistent with the required traini�n'; ex erttse and ex cricnce described in�10 CMR 15.017. r. rr LI col Date Z _ . . Signature % . . . ...— .Q:1SE fIC�PERCFORM.DOC . APR-21-2006 15:53 BARNSTABLE COUNTY LAB 5083627103 P.01i01 r� t at,p�- ,� CERTIFICATE OF ANALYSIS rage I mI Barnstable County Health Laboratory Report Dated: 4/21/2006 Report Prepared For: Ed Marreo Order No.: G0635079 Centerville CornerS Motor T..,odge P n Box 507 Centerville, MA 02632 Laboratory ID#: 0635079-01 Description: water•Pool Sample M: Sampling Location 369 S'"Miifi St•(:enterville,,MIA,, Collected: 4/18/2000 Collected by: .1.Komcnds Centerville Corners Iteccived: 4/18/2006 I !Pooh ITEM RESULT UNITS RL MCI. Method# Tested LAB. Microbiology I Heterotrophic Plate Count 0 CPU/mL a 200 Pour Plate 4/18/2006 Pseudomonas spp. 0 CPU!100 mT, 0 1 NIF 4/19/2006 Total Colitorm 0 CPU/100 mL 0 2 MP an s/2006 ` limas fui-awiitiming pools for,all-above to§tcd parameter's."� Water`sam le�meias the recommeaJed F � P . - Approved By:. .... -- -... - - _....._ ._....... \ (I.. Director) RL - Reporting Limit MCI.,=Maximum Contaminant Lcvcl Superior Court House, PO.Box 427, Barnytahle, MA 02630 Ph: 508-375-6605 TOTAL P.01 J Catch Basin Utlity Pole SB nd 34 > 34 3 . S ZONE: O Area (min.) 87,120 SF -- Flag Pole ` Frontage (min) 20' _ r o \ �� r P� Setbacks: -r x nn '\ Flag Pole \ � '� Side 15' CJ � Rear 15' , ` e --, �'(� N �'� LOCATION MAP Cj 36 cn (1 -2000t) \0 Qn ` \�\ ' Sign P t ¢ V' 0�� / ay 0 Sign Post a S 0 .�0 ,�,/ 8teea tic pbove ASSESSORS REF: rn Mop 207, Parcel ( ID OLD i `30 . Li�in9 sp l n B{eels W �� .7 Sow Cut D I Typ. n Traffic Light •/ 100.0 trnent aj n Bench Mark /� P°upon Invert Square Cut % 2 6.0 Tonle -� L3 TrafficBench Mark // -'- '' Bid 4 Elev. 39.9T `. 0 3.43' o �3 N` O 18 Units -, 9 Square Cu7. / ��� 10.0 rH DIRECTIONS: Elev. 39.9 64 81d #4 �3 From Hyannis - Follow Main Street to the West End a.1o) /" -1 18 Units S tlity Pole Rotary, Take Scudder Avenue to the stop sign, and then D4 14.. r� �1' take a right onto Smith Street, which turns into / 3S Craigville Beach Road; Take a Right onto South Main O BDH / ` Street. The first driveway on the right is # 369. Fnd ��"3 ^1" Fnd( O / PRESSURE FIELDDOSED ( � !z Lightbc Post 10 S4Sin �� // \ 20.4 y�� 72'X100' J Propo ed Drainag Co Stru ure Elevation M \ M 37.0' \ ' �• 'r 33 �Q 72.0 ��� .� 4�o�ooe�e< NOTES: i' \ ^� 33 - \ t , , 40 f't o� GENERAL DEMOLITION SCHEDULE 41) 2 Co part Go��on O _32 / 1. Light posts & Wiring to Face of Building 0 k �t<` ot�tn on 2. Pavement and curbing where needed. \N0 Q1,5 n V Q G°Oy 0 �'(one 3 facetic of building.a1l components including piping to J LCB 2 c�, �24 4. Sign Posts. Fnd / Invert 34.90' O O O It LCB oposed Drainage G1 -� Fnd / �j1' Bid #1 ` Structure Elevation O N ai 4 Units ' _ 0 Bid #1 J \ Invert 4 Units ,/ - 0 32.59' + Bid #3 ComP°rtmen `� Ot�Je 14 Units ,\ ) Q / 2 4'5000 allOn -rank \ die ° �8 e o H 2 Tank Bid #3 / 14 Units Q O / Pool CD , Pool ` { rn invert C,P`' 35.42' Bid #2 o -CT12 Units W Bid #2 o101 �, Repair & Re-Lin 1 o d . 12 Units ( ' '� d' Storm Drain Line kx4 �' .- as needed. Location of Existing \ C ) � Storm Leach Pit ' ri io Well o Location of Existin 1 ( o Un-Known l ' . Z Storm Leach Pit Z \ Un-Known r \70 O 1 ' ri ion Well �� °fl , ` \ Lawn Lawn ad LCB 116A0 00 o ` p Q Fnd S79°31 116 0p0 1 Q LCB 79° o� i P` ,i Fnd S � l ` , / 0 / , PROPOSED IMPROVEMENTS \ \ ` l I TH-4 EXISTING CONDITIONS \ � \ / �,.,.. ._-- scale 11-20' � � \ � �1P \ TH-3 Scale 1_20 ` \ \ � \ � / CV tin PERC TEST: 14,242 PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING SOIL EVALUATOR NO.13586 WITNESSED BY:DONNA NIIORANDI,R.S.-TOWN OF BARNSTABLE DECEMBER 30,2013 y v� u' \ / 23 ' ��$ / / r CV 4 / ,� / �5��� �y 1P SITE PASSED \ \ Il ,22^.•-' / / / ���6 / // , t I / N / / / Fnd 1p Fnd l 1 22, 10. VV 01 0 0" TEST H S83°OLE- 1 EL.37.0 TEST HOLE-2 EL.39.3 J / i 1 .1 0 / / ° 2! 10.00"�N LCB ..'..ASPHALT .' ASPHALT'PASIvILNT.'.....'.'.' S83 2,,,-- Fnd 3, 36.7 3" 38.0 LCB ' FILL........:::........ Fnd a' S;lM __l.........'..`.. ..... ......3AND/HARDNER........._. ]q �y`� i l✓�'v.Ls�]Y��'titl�i ' g„ 36.3 10" •'•''.::..........:......'...'.'............... 37.5 a ...................................... .............. .. ........ A LAYER IOYR S/8........... ti a YELLOWISH B1tOWN.:•:•:•:....;• DAJ AND . .... .V W)SH.BR WN. ....•.•. ..... : ::: . ....... 36.6 ..... 4 " .... .....t 19" ...... vEhsS t C LAYER IOYR 7/6 O YELLOW YELLOW MEDIUM SAND 132"1 MEDIUM SAND 27.3 36" PERC TEST 34.0 NO GROUNDWATER ENCOUNTERED 25 GALLONS GONE IN 10 MIN. 132-1 PERC RATE<2 MINAN(LTAR=0.74) 26.0 FOR PERMITTING AND BIDDING PERPOSES ONLY Change Drainage, Existing Septic, Inspection Schedule, REVISION: 2 Compartment Tanks & Pressure Dose Field Detail. -20-13 TEST HOLE-3 EL. TEST HOLE-4 EL. NOTES: PREPARED FOR: PREPARED BY. TITLE: :.i'ILL:..:.:..:.:...:..... .MEDIUM.SAi�D:............. ......MEDIUM SAND............ Site Plan ....I... .... 1.) The structures shown were located on the ground c ::.: :.. ..:::.:: 25.9 3" ::...:::.....:::... 35.9 by conventional survey methods on or between Jeff ( .••.-:. ......................... 9�� :.:..........'IvIEI IUM3AND..........:. 25.4 9" . ::.........IvtEUIUM.JAND....:....... 25.4 338 Crai vill e Beach Rd Po sax 659 o 2.) The property line information shown hereon was i,/ �^ Oste yille, MA 02655 369SouthStMAnet B LAYER IOYR 416 B LAYER I OYR 4/6 compiled from available record information. Centerville, IVI Q2V 3� (508)428-3344 (508)428-9617 fax DARK YELLOWISH BROWN DARK YELLOWISH BROWN Bamstable �jentery l'e Mass. LOAMY SAND 150" LOAMY SAND 13.7 3) Approx. Location of Buildings As Per GIS. PERC TEST. 14.2 NO GROUNDWATER ENCOUNTERED 25 GALLONS GONE IN 10 MIN. 20 0 10 20 40 80 Draft: CTR Field: WK/CTR/JOD t� I50" PERC RATE<2 MUM(LTAR=0.74) 13.7 NO GROUNDWATER ENCOUNTERED Rev JOD Comp.: CTR DATE: SCALE: v=j Project:Centerville Corners Project # 3300036 January 11, 2014 AS NOTED SEE PAVING DETAIL Pump Power & Float Control Cables LE BARON MODELLF248-2 Installed In Accordance With Federal, State FRAME&GRATE(TYP.) & Local Bldg. & Elec. Codes +_ljm „ Locate Waterproof Alarm To Be On Separate �rr�l{�71�tir^ Junction Box Service From Pumps Outside of Tank -- Pumps shall operate in the following MORTARSHIM sequence. AS REQUIRED(TYP.) Pumps Off NOTE:I.ALL COMPONENTS TO Primary Pump On BE H-20 LOAD CAPACITY 100.0Backup Pump on and Alarm On 2.CONNECTTOEXISTING Primaryand Backup Pumps Must Alternate 6"MAX Charcoal Filtered Vent �� DRAINAGE PIPING SEE SHEET I 4"0 Vent line Final Location to be 2"0 Typ. N - oJEcrION MORTAR Made in Field 0 . Field ) D c ) I W"D 50.0 50.0 e Ho 112"0 Galy. Pipe 12" 0HDPEPIPE - - - - For Float Support _ 4"0 Soh. 40 PVC 0 �1d From Septic -Tank e 15 Laterals of 1-112"PVC Pipe 1.0 Comportment 20.0'-4"0 Pipe 24"0 Opening Above r 13 1/4"O Perforations 5'On Center For Manhole x ..;., �.::, : .;: �---3'-2=-i►, For & Cover 61CRUSHED 'CATCH BASIN (10 Perforations Per ateral) NE(M.) TRAP MP.) 319° s.o PUMP PLAN VIEW DETAIL --a-]l 5.0 I NOT TO SCALE DRAINAGE S YSTEM 9 9 0 9 024m Manhole Mount Pump Frame DEVELOPED SCHEMATIC Conduit Thru Chamber For e & Cover on Rail System Power & Float Cables Finished 9" Min. SCALE Grade Cover NOT TO I I ( 4"0 Sch. 40 PVC From Septic Tank _ 1 Drill P 8"0 Hole 72.0 For Drain Inv. 31.80 1 . h i To Pressure Dose Emergency Storage In System Min. 2' Cover SEE PAVING DETAIL Volume 5280 Gal. 01. Alarm On El. 27.50 T „HRU-OUT DSYOSTEM LE /LOCKABLE COVERS Iy Elev. 37.0'-38.5' FINISH GRADE I Pump On El. 26.90 tZ� ' 1 ' -, PUM17 50.0'-6"0 Pipe 0 2"0 Sch. 40 PVC Pumps off El. 25.68 V7 q1 Threaded Pipe DOUBLE LAYER 1 1�2" FEMALE ADAPTER & PLUG Top of Conc. El. 25.28 Check Valve z 4 FILTER FABRIC Bottom of Tank El. 24.64 1 1/2„ LATERAL EXTENSIO PEASTONE THRU-OUT B A C K F I L L TO FINISH GRADE 1 I secure Pipe a Top7&��tN ORIFACE SHIELDS 4"0 SCH.40 P.V.C. Bottom of Chamber Stable Com acted "BY ZABEL" PERFORATIONS DOWN 3 H.P. Myers Pumps- Base THRU-OUT VENT AS SHOWN 2 Required ORkv to Ordwtig Pi"the Contractor Must 3 WHV 6" Impeller 0"or Corm the GaitpaRAY of the E*ft Bectrtcai Approved by Engireer 8ervlce 1 1�2„ TEE 1/4" ORIFACE @ 5' O.C. ALONG LATERAL 0=351 GPD 7FACING UP 12 O'CLOCK H=22.0' Elev. 35.75' P E TlN DETAIL S C Begin Manifold UMP O :..•.,: •.; ,,.:..,. . at end of Forced 2"0 Main PITCH LATERALS AWAY FROM MANIFOLD : NOT TO SCALE SEPTIC NOTES � 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make N the Required Notification to Dig Safe(1-888-344-7233). PRESSURE DOSE FIELD 2.The Contractor is Required to Secure Appropriate Permits From Town 90' SCH.40 Agencies For Construction Defined by This Plan e CONDUIT THRU-OUT 10 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lies 3'nall: 'B 10r , Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Elev. 34.5' Assure watertightness. In General,Water Lines Shall be Constructed in Coordination-With COMM Water,and Shall be in Accordance 10 0 5 10 20 1 1/2» TEE 1/4" DRAIN HOLE 1 1J2"Bmn�louS SURFACE COURSE 12 0 F 3 4 TO 1-1 2 :.::::::::...::::::::::.:::::::.-::.:.::.::::::.:.:.::::•:::::::::::::::::::::::: :::r•:::::::.::: " / �� / �� BENEATH EACH LATERAL - . 1oCMRls.00. :»:r ::<:.:::.�.:::,:::::..r::::.�:�:::._.�::-::::.�..:•� .�,::::::.:::::•::::.::.�::�-�::�.::::::::::: With gas cMR l.o0 7 00&3 :�:�::::. ....�::•;..._...........:.................._..._._..........,.Y.,.�.�....:.........,........s...:_..:......_.......... 1 In"srlvNNovsBirrDERcoURSE DOUBLE WASHED STONE 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject tovohicularTraffictobeH-2oLoading.ltistheEngineei's INVERT EL.=33,50 � TELESCOPING MANIFOLD SEE PLAN VIEW Recommendation that H-20 Always be Used 6"PROCESSED sTor>e STRUCTURALML PITCH TOWARD PUMP CHAMBER 6.Install Watertight Risers and Covers to Finished Grade Over Septic Tank Inlet,U,Sand Outlet,Pump Chamber Inlet a Outlet and Lateral Extensions. `"'AAT°B"C`M PRESSURE D 0 S I N G CENTER MANIFOLD S YS TE M 7.Septic System to be Installed iri Accordance With 310 CMR 15.00& MATERIAL TO 9s%coMpAerloN 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable INSPECTION SCHEDULE Board of Health Regulations. PAVEMENT �( NT �'�''+ ,� •�••� Elev. 6' J 8.All Piping to be Sch.40 PVC,&First I W From Building to be Cast Iron 24 HOUR MI NRAUM NOTICE REQUIRED " AVEME1 ` i DETAIL.AIL P e rp Approx. Groundwater Ground Water Maps H A N D H 0 L E SYSTEM In Accordance with State Building Code. Phone Number 508-428-3344 Sullivan Engineering Inc.' Not t0 SCA18 NOT TO SCALE 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Sump of 6". 1. Soil Removal to be Inspected When Excavation Completed for Each Field 10.Septic Tank Shall be H-20 with Zabel Filter or Department Approved 2. Replacement Clean Sand to be Verified at time of Bed Installation Equal Tee Filter on the Outlet. 3. Engineer to Inspect Shop Drilled Orifices to Ensure Size and Blurs Removed 11.The Separation Distance Between the Septic Tank Inlets and From Pipes Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 4. Engineer to Inspect Pump Installation,Float Levels,Alarm System and a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Pressure Head of Functioning Pumps. Below the Flow Line,and Shalt be Equipped With a Gas Baffle. . 5. Re-Grading of Lot to be Inspected Prior To Asphalt Coat Cast Iron Pipe compartment shalt be Interconnected by a minimum 4"0 Vented Inverted See note 8 U shaped pipe with a gas baffle on the outlet Meta! Frame & Cover 12.Anual Post Construction Inspection Schedulein Accordance with 10CMR15.254(2)i H-20 Typ. All Tanks F.G. 7.5+ Filter See Note 10 EL. 33.56• TANK ELEVATIONS See Elevations 2" Diameter Supply Line TANK DESIGN DESIGN DATA -Z on Spread sheet Inlet to Manifold 48 Units @ 110 GPD Installer To Elevation 2-Compartment outlet 7000 Galion Buidin #1 No Garbage Grinder Con firm Prior To An Work Septic-Tank Elevation Pump Chamber g y H-20 Required H-20 Required -4 Units @ 110 GPD Total Daily Flow=5280 GPD (See Note 5) EL See Note 5 Total Daily Flow=440 GPD 2 Compartment Tank Required LEACHING AREA 1500 Gal.2-Compartment Tank Provided 5280 GPD/0.74(LTAR)=7136 SF Required Min. First Compartment 1000 Gallons Pressure Dosed System 10' Bottom Tank Elevation Second Compartment 500 Gallons 72.0'x100.W Field EL. 4.6 ' To Be Installed On 7200 SF Provided a e Compacted 8nse� 0 Bolding Units @ 110 GPD t4 • , Total Daily Flow t 320 GPD 2 Compartment Tank Re�red DEVELOPED PROFILE OF SYSTEM 4500 Gal.2-Compartment Tank Provided First Compartment 2640 Gallons Second Compartment lsoo Gallons NOT TO SCALE P . O Buiding#3 -14 Units @ 110 GPD FOR PERMITTING AND BIDDING PERPOSES ONLY Total Daily Flow=1540 GPD ed 5500Ga.2-Co partmank entTan Change Drainage, Existing Septic, Inspection Schedule, SirstCo aCompartmentTankProvided REVISION: 2 :Comportment Tanks & Pressure! Dose Field Detail. 1-20-13 First Compartment 3500 Gallons Second Compartment 2000 Gallons NOTES.- PREPARED FOR: PREPARED BY- TITLE: Bolding#4 _ -18 Units @ 110 GPD Details Totalits@1 Daily 10w=1980GPD 1.) The structures shown were located on the ground p by conventional Survey methods on or between Jeffrey F Korn en d a Tr Sullivan Engineering Inc. Proposed Improvements 2 Com ent Tank6000 Gal.2-Compartment Tank Provided 11/DEC/13 and 12/DEC/13. Fiat Compartment 4000 Gallons 1338 Cro i vill e Beach Rd Po Box 65s Main Stirueet C) g Osterville, 3-6-9 South O 2.) The property line information shown hereon was - MA 02655 Second Compartment 2tXlOGallons compiled from available record information. � ,/ ^ G Centerville, IVI A 02632 (508)428-3344 (508)428-9617 fax 3) Approx. Location of Buildings As Per'GIS. Bamstable (centerville) MASS. 20 0 10 20 40 80 Draft: CTR Field: ' WK/CTR/JOD W Review: JOD Comp.: CTR DATE: SCALE: (Z Project:Centerville Corners Project # 3300036 January 1 1. 2014 AS NOTED.