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0009 EAST BAY ROAD - Health
9 East Bay'-Road Osterville A= 141 =009 i mom i �f :F ,'No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliCation for disposal 6pstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade(/j Abandon( ) .Complete System ❑Individual Components Location Address or.Lot No. Owner's Name Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. how e of Building: g Dwelling No:of Bedrooms Lot Size n 9LGI't7 .sq-R- Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a gpd Design flow provided 55 9 gpd Plan Date-� sz l'-3`Z Number of sheets R isiev on Date l Title Size of Septic Tank `�'C Type of S.A.S. Description of Soil Z,1—Z,Z„ ©-k t (_6A Ivl-t <jVMTi�I� La*u^ imA- q Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar 1 �J �'� X �, Date .�9 Application Approved by Date ?� Application Disapproved b - Date for the following reasons Permit No. Date Issued 7 <� ' ©fir , � ✓ I�'^ � , ,-,' �•'~:�R • ..w. n' NO. n Fee. ' THE COMMONWEALTH OF MASSACHUSETTS Entered in coinpUter: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes M inpYication for Misposal 6pstem Construction 3pffmit Application for a Permit to Construct Repair( ) Upgrade(,''Abandon Complete System ❑Individual Components Location Address or Lot No. 9 ::fi�rr_f 11.1k Owner's Name,Address,and Tel.No. 0 U5�•P.rv�'Q.�vrtiq C'41tcl�c,r 'Assessor's Map/Parcel ILf k_ W 4 ry Installer's NameAddrress,and Tel.No. Designer's Name,Address,and Tel.Na. .k ` �wwr ., • 1�Ipe of Building: Dwelling No.of Bedrooms Lot Size j 'Cj(,r!�sq:-ft: Garbage Grinder(0 '^1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided SJr gpd Plan -,Date A+,4-.5` 1 Z, ?IZA-2 w Number of sheets Revision Date Title ;1 _ ,�� l�rup���� ,.Q�cuC-r,.�� 5 •, Size of Septic Tank �5'O Type of S.A.S. �{"" Sbl) 66 Description of Soil ?* t!-ZZ 0--1 t 16114, Nature of Repairs or Alterations(Answer when applicable) " Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thisBoard�o Wea'lft.- ' SJgpd Date .f /� .e 01 Application Approved by/!" Date t1�/,7�02 1 Application Disapproved b� r Date for the following reasons Permit No. 00Z 1 .S I E Date Issued ^F _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(�) Repaired( ) Upgraded c Abandoned( `)by `� i , at °E��, c!,KftJ1� �t� has been constructed in accordance -with the provisions of Title 5 and-the-for-Disposal-System Construction Permit No I-3/t dated g!23�•�0.2 1- _ Installer ( .i`%!/ Designer #bedrooms kthis _•e AV- or vd design flow 5� gpd The issuance permit shalll not be cons rued as a g uar�an ee that the system will f mctio as,designed. i Date Inspector '/ L� 1 " qq . - _ __ . _ . - - - - - _ . - -- ------ --.. • - No. .1'` �� Fee THE COMMONWEALTH OF MASSACHUSETTS . PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ' Misposal *pstem Construction permit ..""'..Permission is herebyanted to Construct(.-)' Repair granted ( ) p ( (..`Upgrade(/"� Abandon.(. ,�y)� ) System located at Ct. C-��,�- e• r -h` ��`-�. as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title,5 and the following local provisions or special conditions. Piovtde&-, onstruction must be completed within threeyears'of the date of this permit. Approved by Town of Barnstable Inspectional Services . • Public Health Division snarrs ABU. KAS& Thomas McKean, Director s6g9. 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 / / Installer& Designer Certification Form Date: (G Z� r Sewage Permit# 2w/-315 Assessor's Map\Parcel Designer: c / Gat i?C eC,e7i Installer: cc C `�p Address: ZU M;" �.�� Address: �Z C&C '� ® � On 2 3 2aZ Z . f l� �hk // was issued a permit to install a (date) p� (installer) septic system at G tEQj-( 054/'b0 //e_based on a design drawn by ( dress) ch ;#e eri'h dated (iffesigner) yI certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i ce with the to rms of the IAA approv etters (if applicable) G o -� s ler's S' re) Q. s y ;pop,�FGISTER� FSSIONAL ' (Designer's Signature (Affix Designer tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoMdeptAHEALTHIBEWER connecASEPT1COesigner Certification Form Rev 8.14-13.DOC Commonwealth of Massachusetts Title 5 Official Inspection Form n� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments =J x 9 East Bay Road Property Address r' Martin & Elaine White �-2 Owner r*a Owner's Name �! information is d for every osterville Ma 02655 A 0/30/2017 require 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:When A. General Information �� filling out forms on the computer, use only the tab 1. Inspector: key to move your cursor-do not Sean M. Jones r use the return Name of Inspector key. S.M.Jones Title V Septic Inspection Company Name 74 Beldan Ln. Centerville Ma 02632 City/Town State Zip Code 774-2484850 smjonestitle5@gmail.com SI4522 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title.5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ' ❑ Needs Further Evaluation by the Local Approving Authority 10/30/2017 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage DisposafSysterO'-Page 1 of 17 40 (9j VS Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is Osterville Ma 02655 10/30/2017 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: The dwelling located at 9 east Bay Rd Osterville is,served by a Title V septic system consisting of a 1500 gallon septic tank, 1000 gallon pump chamber, distribution box and 4 precast leaching chambers. The system was found to be in proper working condition at the time of inspection. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old" or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts w W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityrrown 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): El broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is Osterville Ma 02655 10/30/2017 required for every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface.water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ondin of effluent to the surface of the round or surface waters 9 p 9 9 ❑ ® due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded j or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments l 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 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. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone If of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered,.opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® El approximation 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)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 5 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 gpd I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: seasonal Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments <a 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: system installed 6-29-2005 per town records Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): 1.5 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.): Joint were ok, no leaks, vented through the roof Septic Tank(locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 gallons Sludge depth: 6" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments y. 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 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 3" Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 6" Distance from bottom of scum to bottom of outlet tee or baffle 10" How were dimensions determined? opened covers, took measurements Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank should be cleaned soon and again every 2 years for proper maintenance. Outlet tee intact, water level even with outlet invert, tank is h-20 and structurally sound. Inlet cover is on a riser with steel cover 3" below grade. 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee cr baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date.of last pumping: Date Comments(condition of alarm and float switches,etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3113 Titie 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): d-box was in good condition with no rot, cover is on a riser. 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 was in good condition, alarm and pump operated correctly when triggered manually. * 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 Offs Inspection spection Form:Subsurface •Sewage Disposal System Page 12 of 17 p Y 9 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments . 9 East Bay Road Property Address Martin & Elaine White Owner Owners Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 4 ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): s.a.s. consists of 4 precast leaching chambers and was found dry with no stain lines. Cover is on a riser 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 I 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 r Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M ' 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 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.): l5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately I IA�K R y3 b 3� Z� AZ 117 32 �2 p)L �� o A �� Q 03 ZI D-Y ` O 0 6 S�S 3 A�5 f D-S 30� t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,•• 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 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: Groundwater elevation was determined by accessing Town of Barnstable groundwater contour map. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 East Bay Road Property Address Martin & Elaine White Owner Owner's Name information is required for every Osterville Ma 02655 10/30/2017 page. Cityfrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file r t5ins•3/13 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 v TOWN OF BARNSTABLE ' LO ICIATION 9 12-145r 34% SEWAGE # 200S— 2�� VILLAGE ASSESSOR'S MAP & L�O�T/9/-Do�oo7 INSTALLER'S NAME&PHONE NO. SO$- —913/F olo Z2c 3l�lrrD S SEPTIC TANK CAPACITY 1!rM & Yp LEACHING FACILITY: (type) �` Soo G'A� ��g�d��S ,(size) X NO.OF BEDROOMS .� / BUILDER OR OWNER. ,&L.`/�// =f e/0 T� PERMTTDATE: 1^27 -90S COMPLIANCE DATE: G ^29=e Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet r Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by -���.s �2.L � I � � y o � � V �'� A 02!� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye . PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for 33igogal bpgtem Cortgtruction Permit Application for a Permit to Construct( . )Repair( ade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 9 151f fr 15,4 Ow is NaniejAddress and Tel.No. Os�r�r/�%ram // ol�tio 0rrx Assessor's Map/Parcel Installer's Name,Address,and Tel.No.,f',09'y Q(1^ 9'%.3 F Designer's Name,Address and Tel.No. ,'es ! Vi l3:�rv+�s 34 /ZaI *"115 LL ` VsF L 0-10 '1 pe of Building: C" .SD 8- -,2 87)` 7I?S5a Dwelling No.of Bedrooms 5 Lot Size sq.ft. Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow gallons per day. Calculated daily flow gallons. 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) 5706/ Cur00 ^20 � l r*,V IK� 41/10 6.4/. H 2® PlIA0,4 61'�0di-w &eok Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this and o eal Signed Date Application Approved by ' A Date Application Disapproved fo the following reaso s Permit No. Date Issued "No: , <,. Feel + - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes! PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ,., 01ppliration for Zigonl *pgteni Construction Permit Application for a Permit to Construci`( .`'j Repair(,,/,yfJpgrade( j Abandon.( ). ❑Complete System ❑Individual Components Location Address or Lot No. C7 15#jr Qa� Owner's Name,Address and Tel.No. Assessor's Map/Parcel [�s/'E�rr✓i%✓i� �,/� �dlra<��j7.�fjlc�l'7'� _ ;� Installer's Name,Address,and Tel.No.s',4g— Sr ZO— 9'7- Designer's Name,Address and Tel.No. Yy Type of Building: C/O .Sd 8_ , - rl;2s-A Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( )�' Other Fixtures s Design.Flow gallons per day. Calculated daily flow -gallons. Plan Date Number of sheets Revision Date = Title Size of Septic Tank Type of S.A.S. Description..of Soil k Nature of Repairs or Alterations(Answer when applicable) cW// _'�-4rlc �T,ga/c " 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 and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board o Healt . Signed Date «. Application Approved by A/1/YI , 1 Date P.4 Application Disapproved fo t o following reaso s v , v 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( )Repaired ( G,,,�Upgraded( ) Abandoned( )by atz:has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer / x�a bra rk»��,s Designer ✓ - a The issuance of this permits all not be construed as a guarantee that the yste knion as desi ned. Date (�ri Inspector _ ------._. No. ` 1 r —Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS dig oga[ pstem COngtruction Permit of Permission is hereby granted to Construct( )Repair(4,Wpgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be oompleted within three years of the date of this a A. Date: v Approved by Town/of Barnstable �FtHE rqk, Regulatory. Services Thomas F. Geiler,Director BAPNSrABLE, 9 MASS. $ Public Health Division i639• ArF p►��' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax:,508-790-6304 Installer & Designer Certification Form Date: Designer: � Q. >'�^�,vrrh4 � Installer: K� "C Address: Address: On was issued a permit to install a (date) (installer) - septic system at 7 ��D� 00ul f/ , O,k'i/� based on a design drawn by (address) dated (designer) �✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF Mq�9 = GLENS ERIC (,KhiistaileXs §ignature) 8. HARRINGTON No.1070 0 TA (Designer's Si ature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM 1(41'vr ^ {w1 hereby certify that the engineered plan signed by me dated 3/ 0�— ,concerning the property located at dS 1� �L��� i � meets. all of the following criteria: t • This failed system is connected to a residential dwelling only. There are.no.commercial or business.uses associated with the.dwelling. • The soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes . per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the t Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) •S� �°�Cf t9 B) G.W.Elevation +adjustment for high G.W. DIFFERENCE BETWEEN A and B 6 w Sf SIGNED : DATE: 6 s f NOTICE Based upon the above information- a repair permit will be issued f0fin edrooms maximum.. No additional bedrooms.are authorized in the-future weered septic system plans. gASeptic\percexemp.dcc I all Q { r t-- TOWN'OF BARNSTABLE " LOCATION 5 q SEWAGE # • � I VILLAGE ASSESSOR'S MAP & LOT/yam ooq—oaf INSTALLER'S NAME&PHONE NO. .5W0$- f1? 2— ('e SEPTIC TANK:CAPACITY /.SOD LEACHING FACILITY: (type) `y Sao �A� �G�i� �f i5 (size) /�X /3 y NO. OF BEDROOMS .� l / BUILDER OR OWNER p PERMTTDATE: S E DATE: %9= 5 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � L%rf/�iN��2 No��. 1.... 00 Fiz$. ............... a- A THE �oP'1f"CD OA CFI-OE�OLTkI--S //�� o /1 (/ Apphratiun -fur Uiiipviiat Work,6 Tontitrnrtim Prrutit Application is hereb ade for a Pernjjtt to ionstruct ( or Repair ( Individua Sewage isposal Syst at: G............. Locati n A e Q r Lot No. + • -- - — -•- ........ ----- -•• -•---•---- Owner Address ....... ---...................................... ...:.•--•.......-------- •- --.-----.--Address....-....---••-....•-••------•----•----•--- Installer °'"Type of Building / ��, Size Lot----------------------------Sq. feet U Dwelling' No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons..-------------------------- Showers ( ) — Cafeteria ( ) PL' Other fixtures --------------- Width ... D-ameter- W Design Flow -------- P P p�i .4 y Y ............................................gallons. WSeptic Tank Liquid capacity/, -_______gallons LeDepth--.----_-..-_. allons per person per day. Total dal, ow............. x Disposal Trench— o- --------------••.--_ Widt _ _.-. e 1 .- tal leaching area--------------------sq. ft. Seepage Pit No.---------------- Diameter-- inlet Total leaching area sq. ft. z Other Distribution box ( ) Dosing-tank ( ) Percolation Test Results Performed by. ---- ---------------------------•••------•••---------------------•----- Date........................................ Test Pit No. I................minutes perjnch Depth of Test Pit.................... Depth to ground water-----------_-_---...:. L: Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water............---------- ----------------------------------------------------------------------------------------------------•--•••---------------------------•----------------------- 0 Description of Soil......................................................................-------------------------------------------------- --------------------------------------------- t x W ------------------------ ---------------------------------------------- ------ -- - ----------------- ------ =--------- VNature of Repairs or ations—A wer, h applicabl --- - - --------_-_ ---- _------------ 1 �- - - --------------- -----. Agreemen2ersigned The agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has�beiwued by the board f health. Sign _ ,��1? -,r ----------------- -------------------------------- D/te Application Approved By....-��% = 1 � � n � Application Disapproved for the following reasons-......................................... -...................................................................... ...................... -----------------------------------------------------------------•--------------------------------------------------------------------------------------------------------------- Date PermitNo.-------.?---. -%-.................................. Issued-•---------J........ --3-----•-------- Date No.: -....... • - F !" ................... A, 46 THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH-- Appliration -fur 4iipoiittl Works Tony urtili_ . motif Application is hereb ade for a Permit to Construct ( or Re air ( Individt}a Sewage isposal Syst a4t: il '00' 1 .... .....zw nk7 __ ° Locatr it F � � � r Lot No. �* Owner y Address W Installer Address d Type of Buildi g Size Lot____________________________Sq. feet Dwelling=^ 0. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type Of Building ____________________________ No. of persons-.._____-.-__-__:___--_.--__ Showers ( ) — Cafeteria ( ) aI Other fixtures __________________j___ ___ __ _ _ W Design Flow__ ______________ ....... allons per person per day. Total daily flow............................................gallons. WSeptic Tank Liquid capacity -t allons Lengthrv, Width. ,�..... l� ameter......... ...... Depth...------------- 0x Disposal Trench—N _ __________ _________ Widt I__ aq o -lye�nr al leaching area_._._._.____...____sq. ft. Seepage Pit No______ _____________ Diameter_ _ llep bej�ayd�hnlet__-___ _ _________ Total leaching area_.................sq. ft. z Other Distribution box ( ) Dosing tank ��� Percolation Test Results Performed by.----_-------------------------------------------------- -- Date--------------------------.----_--.----- ,� Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water-..--_--_--.-.-----...- (_, Test Pit No. 2....._----------minutes per inch Depth of Test Pit.-____-____ ---___- Depth to ground water-=._-.----_.----.-_-.- 0 Description of Soil---------------------------------------------------------------------------------------------------------------------------------------------------------------------- x W J' UNature of Repairs or erations—A wer h A applicabl ° - ._._ .... -- w a ................... -- --- --------------------------. Agreement The unclersigned agrees to install the aforedescribed*Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been*issued by the board of health. A } Signed— K_ Da Application Approved BY----- --� e37 /3 Date Application Disapproved for the following reasons:------------------------------------------_..................._................................................. .......................••--•----------------------------------------•--•----•-•-•---•-----'----------'----------•-------•-----------._..._......_......._..__. ..--•'---•' ---------------------- Date PermitNo. --- -------------------------------- Issued.------------ ....... ................-A.............. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i✓a L/ r ti��.'1 i<r«y`•`� )•xrI ............................:.............OF........................................ %:krrtifirotr of Tomplitturr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed O or Repaired ( � " . by...................`---.............. ...........� ---------•--------------•-----. -------------------------------- --•--•---'--•-•-•'---'----------•------------•- Installer J r ,! .�r -----------------•--- at-••••••--•- = has been installed in accordance with the provisions of Article XI of The State Sanitary. Code as described in the application for Disposal Works Construction Permit No-----q ." _ elated. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT•THE SYSTEM V+IIL Xe FUNCTION SATISFACTORY. ;. DATE- ----- '' . -------= ' --------------------------------- Ins �'or-------r ...--------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT /H "/ ;r.:(�CJ.'kri...O F.........a+ g''. 'Pi ft....l r.t ...................... NO.__. .._._.. FEE .Permission: is hereby granted........ -__', ' x`" w R to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo.---- .......................................... ;r--=-•'-=f=----------. ...�, - ------4-------------------------------------------------- Street as shown on-the application for Disposal Works Construction Permit No.______->____.* ___- Dated______________'___ _-___o.r__._._ i' --- J- P "--•---'•--- . -F� „w, .•, Board of Healifi"-' a .. w f f DATE -----•----"------=---• -------_ ------ J FORM 1255 HOBBS 81.WARREN. INC:. PUBLISHERS C'^ ry T 71. 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' i T Z .i S . . . > , ., .' + � c o 1 I � 'i P F' . . .. . . . . .. o : _ " . _ - . . . _..___--___—__--_._ __...__ __..__ _.___-__- -____ --_ __--__.._ _.-.--..;___.— __.-. __ . . . .. _-.--__—_.___._._ _._:__-_-_ ___.... _..-_—,_.__.___—.:_-_____ II�� .. ;' _ No- Data ISSDe ` ' I�IT:GHEN & GA .AGE ADDIT_L0_N ._ DONALD TARINELLI ///� _ D. aline 1 eed NCN-t .IL„V_NH,k C i ,� Home Addrsss -- -- Project Location ac MARTY.AND ELAINE WHITE 4 CENTER 'STREET ` . 5 GLENMORE DRIVE 9 EAST BAY RDAD COLLINSVLLE, CONNECTICUT 06019. FARMINGTON. CONNECTICUT - . � OSTERMLLE. MA ' 860 506--7999 (c) .. TELEPHONE &'FAX {860) 693-4433 . 9 m STEP I Cape ' STEP 6'-1" DOWN DOWN 4'-5' • • • • 4'-5 � O D esi n I � g 969 MAIN STREET 38' ^I OSTERVILLE,MA 508-280-7074 SUNROOM I Dc5igncr: Patrick Rimington i 36'-6• -------------------------------- ' 3' PROPOSED GARAGE j �I I DECK I `"I _ FOR: jDO CALLAHAN RESIDENCE 36"VANITY/SINK' - -- ---- 2`6 9 EAST BAY ROAD --------- 36--1" IC71 ---1------ -------------------- "BATHROOM OSTERVILLE, MA I KITCHEN LIVING --8'-8"-I _ • i FINAL KITCHEN W ROOM LAYOUDETER IN D s THESE PLANS HAVE BEEN DRAWN II � � DETERMINED LL ACCORDING TO HIGH QUALITY STANDARDS AND PRACTICES AND ARE AN ACCURATE • I ® I GUIDE TO BUILDING CONSTRUCTION. a HOWEVER, LOCAL REGULATIONS AND NI GYM N I DOWN uP I 2-7 3'4 LOCAL BUILDING CODES REQUIREMENTS � I �E -- - VARY,AND AS SUCH MAY REQUIRE ' BATHROOM Iasl, I g CHANGES. THE BUILDING CONTRACTOR FOYER2'-7- 8f MUST REVISE AND ENSURE WITH HIS loSET ' PANTRY�'1" �° 7`10" I -- STAIR�TO MAI CLIENT THAT THE PLANS CONFORM TO ALL —--— - 17'-6" I F L , 6'-1 UP iE CURRENT-GOVERN MENTAL AND/OR _ —--—- I --9._7. STREET BUILDING CODE REQUIREMENTS.ALL SHELVES— FINAL MEASUREMENTS OF CONSTRUCTION 3' THAT CONNECT TO THE EXISTING CONSTRUCTION INCLUDING BENCHMARK, OOM I COVERED DECK ° I FORMAL ROOF SLOPES,AND DORMER SIZES ARE TO DINING ROOM BE VERIFIED IN THE FIELD. NI o ' 33' - �'----- 19 11--- ,' MUD _ CAPE CAD DESIGN WILL NOT ASSUME 61 o LIBRARY LIABILITY FOR MISHAPS BEFORE, DURING 3`9- 'i OR AFTER THE USE OF THESE PLANS FOR -- I(- U�j CONSTRUCTION. o:� 7,3. � NOTE: THIS HOME PLAN HAS BEEN ORIGINALLY • • DRAWN BY CAPE CAD DESIGN AND IS ITS WALLS FROM STAIRS up EXCLUSIVE PROPERTY.ANY REPRODUCTION TO GARAGE CEILING I IS STRICTLY FORBIDDEN UNDER aC COPYRIGHT LAWS AND SUBJECTS THE OFFENDER TO LEGAL ACTION. SOME COUNTIES MAY REQUIRE OPEN UNDER STAIRS I i A/c ADDITIONAL ENGINEERING SPECIFICATIONS AND PLANS. rc NI GARAGE N I NI LEGEND DRAWING NUMBER: SCALE. iI i ❑ NEW/PROPOSED 1/"t11 1' E%IST[NG EXISTING SMOKE SMOKE SD DETECTOR SD DETECTOR I Iat————— 22_ PROPOSED 1ST FLOOR /- EXISTING ESMOKEICO MOTING DATE: my m S/C O SMKEOCO DETECTOR ALM DETECT _ i 03/30/2021 Cape CAD Design , 23•-10• ' _ 969 MAIN STREET OSTERVILLE, MA o I 508-280-7074 DECK " i Designer: Patrick Rimincgton j PROPOSED GARAGE 48"VANITY AND SINK FOR:i ,a.-,D. _ 66x32"FREESTANDING TUB I CALLAHAN RESIDENCE SHELVES o MASTER 9 EAST BAY ROAD MASTER N i BEDROOM - -a TV ROOM �' BATHROOM o WALK-IN OSTERVILLE, MA CLOSET °DR ° 11'x11' DO " STAIRS I TILED%HOWER c ' - THESE PLANS HAVE BEEN DRAWN DOWN 13_i 67'x43" ; ACCORDING TO HIGH QUALITY STANDARDS 9 55`7" REDUCED HEADROOM FOR AND PRACTICES AND ARE AN ACCURATE -DOOR STAIRS TO ATTIC GUIDE TO BUILDING CONSTRUCTION. E 'r °°° a•e COUNTER TILED 5D n,� HOWEVER, LOCAL REGULATIONS AND UNDRY HOWER BA ROOM -- 79"x36" CLOSET 0 STAIR LOCAL BUILDING CODES REQUIREMENTS _Ir'x6'-7 13'-2 OPEN TO ;a'7- VARY AND AS SUCH MAY REQUIRE DOWN FIRST FLOOR '6' • BELOW RCHANGES. THE BUILDING CONTRACTOR 0R _- MUST REVISE AND ENSURE WITH HIS CLIENT THAT THE PLANS CONFORM TO ALL � ; Ni 3_-sT 2.-6" CURRENT GOVERNMENTAL AND/OR s' /� CLOSET BUILDING CODE REQUIREMENTS.ALL N„ 5D FINAL MEASUREMENTS OF CONSTRUCTION 6'VANITY AND SINKS T-7_—__ __ i THAT CONNECT TO THE EXISTING FSD BUILT—N CONSTRUCTION INCLUDING BENCHMARK, 7-2 -- 3•-2' NURSERY N i ROOF SLOPES,AND DORMER SIZES ARE TO CABINETS OR BUILT-INS CHIMNEY BE VERIFIED IN THE FIELD. o TO BE DETERMINED N I CHASE i CAPE CAD DESIGN WILL NOT ASSUME BEDROOM i ^i LIABILITY FOR MISHAPS BEFORE,DURING BATH — 10_-5-5* — OR AFTER THE USE OF THESE PLANS FOR 3'-6' 1 T-2' ---13.9— CONSTRUCTION. • ---- � �- - - � ROOM iO i ------__--- O' CLOSET CLOSET NOTE: 8 THIS HOME PLAN HAS BEEN ORIGINALLY 3'11. -- DRAWN BY CAPE CAD DESIGN AND IS ITS o O I EXCLUSIVE PROPERTY.ANY REPRODUCTION z S IS STRICTLY.FORBIDDEN UNDER HALF WALL OR BALUSTERS N I N po BEDROOM DO i COPYRIGHT LAWS AND p OFFENDER TO LEGAL ACTION. THE a i4•-5• SOME COUNTIES MAY REQUIRE - m ' t0• — --- -- — STAIRS I i T 10• _ ADDITIONAL ENGINEERING DOWN 13%9" -- SPECIFICATIONS AND PLANS. 3•DOOR -- CLOSET _— R LEGEND 60"x24" SD 5'x32"PREFABRICATED TUB a i WITH TILE SURROUND DRAWING NUMBER: 5'VANITY AND SINK ❑ NEW/PROPOSED SCALE' BEDROOM i 1/4" = 1' BATHROOM PROPOSED 2 N D FLOOR O EXISTING O NEW 'i SD SMOKE SD SMOKE ----- DETECTOR DETECTOR --- ---- -- s/co SMo�a s/co NEW DATE: DETECTOR DETECTOR 03/30/2021 DIRECTIONS FLOOD ZONE: From Hyannis - Follow Main Street to the West Zones, AE (Elev. 12), End Rotary, Take third exit onto Scudder Ave. X (0.2% Annual Chance) R ++Turn right onto Smith street at the stop sign. Community Panel No. '» ° Continue on to Croigville Beach Road and left #250001 C0544J °T. `onto South Main Street. Continue over the Jul 16, 2014 y bridge to Osterville onto Main St. and take a , ;, � 5 z�s • �-, �" y, +, Street left onto East Bay Rd. # 9 is on your Wide private W0y immediate right. ,, a' �` , I �40W� REFERENCES:6 (J ains pp rn� Deed Bk. 31948 Pg. 22 ` Plan Bk. 236 Pg. 107 N N SZ 4 ' 3' 08» LOCATION MAP: DESIGN DATA SEPTIC NOTES 1 2,000±' Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours • � � '- -~ -S Bedroom Q 110 GPD �+�+ �+�+ �+ V \ ack �� \ Prior to Any Excavation For Thus Project the Contractor Shall Make ASSESSORS REF: v - etb \ L� �1 No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233)and contact W Total Daily Flow=550GPD Map 141 Parcel 9-001 s \ Sullivan Engineering&Consulting Inc.(s08-428-3344). \ o Use a 1500 Gal Septic Tank 2.The Contractor is Required to Secure Appropriate Permits From Town J n f, �FMgF/ J �� \' i Agencies For Construction Defined by This Plan. OVERLAY DISTRICT Z ry' , r1�, ' LEACHING AREA 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall AP - Aquifer Protection District 550 GPD/0.74(LIAR)=743 SF Required Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Z e _ --12/" - �` 3 ' -- ( Sidewall=(10992'=218 SF Assure Watertightness. In General,Water Lines Shall be Constructed in Bottom Area=538 SF Coordination With COMM Water,and Shall be in Accordance - ` "- Total Provided=756 SF(559 GPD) With 248 CAM 1.00-7.00&310 C1bII215.00. ZONES: 1 b aC'� �• �� 4.A Minimum of 9"of Cover is Required for All Components. m LEACHING CHAMBER DESIGN 5.All Structures Buried Three Feet or More or Subject RC: BA: -•' •r- ,-- ''\-- ---16-- � .- -- -- - �1 d`��� ` "t•. All Pi to be Schedule 40. Use to Vehicular Traffic to be H 20 Loading.It is the Engineer's , g Area min. 43 560 SF Area min. None 4-50 Gal.Leaching Chambers in a Recommendation that H-20 Always be Used. (min.) (min.) g Frontage (min) 20 Frontage (min) 20 I � • V+ 6.Install Watertight Risers and Covers to Within 6"ofl•'inished Grade Double Washed Stone Field as Shown. ` ,,,� t, Over Septic Tank Inlet and Outlet,D-Box,and One Leaching Chamber. Width (min) 100' Width (min) None 8 8� Setbacks: Setbacks: _ _- -- J � `-� ��� J rn All covers are to be maximum 18"for concrete or 24"Cast Iron. • \ % ✓ / Vd J , t o �+ 7.Septic System to be Installed inAccordance With 310 CAR 15.00& Fron t 20 Fron t 20, 248 CKIR 1.00 7.00LatestRevision and the Town ofBarnstable Side 10 Side None I w \ \ 1 \' vim' Boar�ofxeahhRegulations. Rear 10' Rear None O - \ ' 8.All Piping to be Sch.40 PVC. \c' -87' 'N �� \ T/ 9.D-Box I Shall Have a Minimum Inside Dimension of 12",and a Minimum PR O ( ` 3 �.� Sump of 6r.BOX I , 10.The Separation Distance Between the Septic Tank Inlets and } / l I� CPOOutlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend I ; � ( / a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" \ # 9 / , t (. Q. Below the Flow Line,and Shall be Equipped With a Gas Baffle. COUNTER VARIANCES o f \ 2 Sty w1f ❑❑ ! I ' o� 11.All joints connecting pipes to foundation,tank,d-box and SAS are to be No Increase in Flow 1°f�ROPOSED' Dwelling / 1 Sealed with hydraulic cement. 310 C11B215.211-Setbacks b i aRQOM F.F. EL. 18.5 \\ Pool To Septic Tank / 'rr•r-1 O l� ALBS HW k1k 10 Required ROWDE ' ) OHW 5'Provided / 2 ao _. .... CLEANOUT / > Pool to S.A.S. ( ri 20'Required PAP . .. N,I PERC TEST:21-221 10'Provided N I PR dP $ Lartrc> is ... /Drt PROVIDE Z y5 X 5' j.... - ,PERFORMED BY:JOHN ODEA PE- SULLIVAN ENGINEERING 40 MIL 1 l &CONSULTING,INC. Finish Grade P - 3 SOIL EVALUATOR NO.2911 m/IMPERVIOUS f ��_ __.�. ,�.� �� � ' �.:� f �� m � o - , ! WITNESSED BY:DONNALD DESMARAIS R.S. TOWN OF BARNSTABLE BARRIER O U� P00b$Etk� or / AUGUST 4,2021 3' Max. _ ; _ 3 �� I / `I a W �.m= MIF Rinse -74- •.,-•_15 O Q f 0AI41N V.I � Y WF-49 SITE PASSED 9" Min Compacted Fill Filter Fabric �-, SLAB. BL, �r And/or � PROVIDE 0. '�`�__ED a � t a 4, . (� . RAINAGE ADD,TION r / Q / W � l v`f•�•'POOL k�l ptrc,.--1�1- '`t.P\,.� �' tt �' / 2„ ' � --- 1/8" - 1/2" _ ORA*6QWN - - 5.5 ea tone TEST HOLE 1 F,I,.1 s s TEST HOLE 2 EL.1 10, Setbac �.............r.........:. j ode WF-50 ...LOAM&A.LAYER10YR412..:.. LOAM.&A.LA'YER70YR4I2 P S k me ' 50.0' DARK GRAYISHBROWN:.. .. `.:DARK GRAYISH,BRQWN:`.. ., 3/4" 1 112 p t / lum 3' _ :l; 10 etbac \ 10 .0' "'..'.'.:...;,..,. LEACHING Double washed Ch°rnj............1 14.0 16' SANDYLOAM 14.2 \ -T Ce y 18 SANDYLOAM B LAY- 10YR 5/6. BLAYER.iOYR 5/6.,. CHAMBER Stone - dge of B.V.W ....... .. ..Y.E.h..L.O..W..I.SH... B.R..O.D W..N.. :80•0 0 38 ... . 36" YELLOWLSHBROW N..... IZ5 N67•32 20"W 50 er SE3-5717 . CLAYER2.SY 64, CLAYER2.5Y6/4 I I 4' - 10 N84' WF-51 (2016) LIGHT YELLOWISHBROWN LIGHT YELLOWISHBROWN 12' - '10" � IMEDIUM SAND MEDIUM SAND X 2%•Annual Chan -\�S .�� l _..._ _..\ fEMA Zone ( `- 44" PERC ONETES 11.8 CROSS SECTION OF CHAMBER 25 GALLONS GONE IN 3 MIN. X Min. Flood Hazard \ \ ce1. 120,1 PERC RATE<2 MINIIN(LTAR=0.74) 5.5 120'1 15.5 EXISTING SEPTIC \ I \ \ \ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NOT TO SCALE I TO BE REMOVED \ \ NOTE. Septic System as shown \ - on As Built Card from Town of 1 i N �� ` WF-52 o ( Barnstable and is appoximate 1' ; Zoning District only and should be verified by BA J Installer. \ N Zoning District N/F \ \ 1 WF 53 RC Joseph D. & Colleen Spiotta \ F.F. El. 18.40 \ See Note 6 (typ.) F.G. EL. 16.00 F G. EL. 15.00 CB/DH Q -Fnd Flow Equilizers EL. 13.50 As Required Installer To Confirm Prior EL. 12.80 1500 Gallon To Any Work Septic Tank EL. 12.55 T612 EL. 13.00 12.,' H-20 (See Note 5) D-Box EL. 12.15 12.00 Leaching To Be Installed On Chamber table Compocted Base Bot. EL 10.00 T"s, :.. .:::.. .:. ::. Bedding ..., Inspection Port, 1f::EnCatnteied: Rertlave:Bc;Replaee LO & Baffels )Ctl: Unstritdbl& Sails:Mth1 i 5'::nfLn as Per Title 5 the::Quter :Perirrl:eter:;?:f The`Saisf�m: EL. 4.5 No Groundwater Per Test Hole 1 { DEVELOPED PROFILE OF SYSTEM F NOT TO SCALE ���HoFMq�s JO C.01 9cyG d CIVIL48168 LEGEND: o CDT Cedar Tree ss/ONAL HT Holly Tree DT Deciduous Tree NOTES: PREPARED FOR: PREPARED BY. TI TLE: CT Coniferous Tree Site Plan � 1) The property line information shown was EngineeringQT`utility Pole compiled from available record information. Potrick Callahan lX Proposed Improvements 1� -E- Electric 52 Pros ec t Ave. 2) The topographic information was obtained p u ivaii consuiting, Inc. At -G- Gasfrom an RTK GPS survey performed by Sullivan POCassett, MA 02559 I> wetland Flag Engineering on March 6, 2020. (508)428-3344•P.O. Box 659.711 Main Street,Osterville, MA 02655 9 East Bay Road 1� Light Post El CB/DH secs@sullivanengin.com•www.suilivanengin.com Barnsta tosterville) Mass. 3) The datum used is NA VD 88. OHW- Overhead Wires 20 0 10 20 40 80 Draft: CTRIASL Field: WHKIJODICTR W 25 Elevation Contour Review: CTR Comp.: ASL DATE: /1 SCAL #•l J 4000007 Project: Callahan Pro ecf AU ust 12, 2021 1 "=20' \- I r j i N SITE PLAN MAIN STREET SCALE: 1"=20' q q c' F' p. BENCH MARK ON CORNER of 8orroM 15.27' 43.58' f .f GRANITE STEP ELEV.-100.00' ASSUMEDA. +� ? � :� Ele�ntaq Wig• ,� � ; Deign Calculations Numaer of Bedrooms: 5 Existing CIO Garbj;Ige Grinder: N0, GRINDER NOT ALLOWED WITH THIS DESIGN Sept',,.:; Tank Capacity Required: 550 gpd X 200% = 1,100 gpd AREA = 24, 1 00f SQ.FT. Septc Tank Provided: 1,500 gallon PROPOSEDti` 1 , ' c' w� Leaching Capacity Required: 550 Gal./Day s� y&c. ,asluASI Leaching Area Required. 550 Gal./(0.74 Gal./Sq.Ft.)=743 Sq.Ft. w Pror�sed Leaching Area Provided: 42 X 13 X 2.0 770 SQ.FT. LOCUS TotGl Leaching Capacity: 570 gpd > 550 gpd. req'd. SCALE: AS SHOWN GENERAL NOTES pa; CD 1. ADDRESS 9 EAST BAY ROAD 2. ASSESSORS NUMBER: 141-9-1 3� Iw LOPER'S LOT. 4. TOEPOGRAPH C INFORMATION WAS COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. (o w w 5. TOWN WATER IS PROVIDED TO SITE do SURROUNDING PROPERTIES. 6. REFERENCE PLAN: PLAN BOOK 236 PAGE 107 1 a4' 7. NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS. 8. NO POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. 9. THE SITE IS LOCATED WITHIN FLOOD ZONE B do C PER BARNSTAB IE GIS MAPS. 10. THE SITE I NOT LOCATED WITHIN A ZONE II GROUNDWATER RECHARGE AREA. l� 11. UNDERGROUND UTILITIES LOCATED PER DIGSAFE NOTIFICATION #20043803759. LAWN 5 XeE p� < " �WQil- �0A� 96.64' 0 Qf X 10L3W $ /fifty�3/// 4' ,� x 1 47' Q 01 x1 co 0 19300" �# X 1047E' o LAWN X w CONSTRUCTION NOTES 0 ' 1. Contractor is responsible for Digsafe notification r TIEvTOtDExcLE Lr cy! , and protection of all underground utilities and pipes. j tomb• 2. The septic.tank pump chamber shall be set ? .• level on 6 of 3�4 -11/2 stone. -- �! B.M ' 3. Backfill should be clean sand or gravel with no - ,_-..—_.__ :.._ ...._..._r-•_ ..,.- .._a,._.,_-....da...,_...........:.�,.��........�-.,.. ,.:.. --.�„w_..=. ,� ..�-...ti,..�".:,..s.,.�.,:its..,.,..,.,-.,+....:w,..----..-�--..: .» _,•:..-x......�--- �q- a `� ► fir` : - .� 4. This system is su5jsct to inspection during installation x hoar C ` 9soo' sVW FLAG BY GIMS by Glen E. Harrington, R.S. 60' 'thy LAWN 5. The contractor shall install this system in accordance A. '� 'I` with Title V of the Massachusetts Environmental Code 8 oo JL _)L and the Regulations of the Town of BARNSTABLE. 0.73' LAB AL 6. Provide an Acme Precast H-20, SEALED, 1,500 GAL. SEPTIC TANK, r � a 1,000—gallon H-20 Precast septic tank as pump chamber, a H-10 TH •1 a 96at• f � distribution box and 4-500 gallon H-10 leaching chambers or equal. moved A AL The tanks shall be waterproofed by the manufacturer to assure watertightness. PROPOSED SAS '-e1 9p AL 7. No vehicle or heavy machinery shall drive over the 1-421 X 13'W X 2.0' D Tm Noe septic system unless noted as H-20 septic components. leaching trench using 4 SEW BVW FLAG BY LEc 8. Install gas baffle or equal on septic tank outlet tee end. 500—ggallon chambers 'a. 9. All existing inverts and site conditions shall be verified by contractor. with 4' of stone all around. A_ 10. DESIGNER IS TO INSPECT AND CERTIFY INSTALLATION. �A CB AL11. An irrigation system is located within the existing lawn area on the site. COLL uOSFPh �S+, BE a pY RpADP1p71A PUMA AND BACK FILLED CD i 97.04' �9919' 9431' DVW FLAG BY 4EC i i PERK TEST & SOIL EVALUATION DATE OF PERC TEST dt SOIL EVAL.: MAY 11, 1987 TEST PERFORMED BY: R. FAIRBANK � WITNESSED BY: J. DUNNINGp '4 PROPOSED SEPTIC SYSTEM UPGRADE PERK RATE: LESS THAN 2 MPI (ASSUMED IN CLEAN, MED. SAND) r �'4 0 1'C. ' ev a G N y` PREPARED FOR Test Hole Test Hole LEGEND u ROLAND D. SPIOTTA No. 1 No. 2 PRoposEo l000 GAL RFRI �TOI AT DEPTHsots ELEV. sou ELEV. Q O O H-20 PUMP CHAMBER ° 070 #9 EAST BAY ROAD D aP D aP PROPOSED 1500 GAL '�"d Frim ter CC71CUIatIOnS o00 H-20 SEPTIC TANK `" a? • 2.0* p ® BARNSTABLE (OSTERVILLE), MA Me*" Depth to water = 8.5' x 104.46 sDPo DENOTES PREPARED BY: .Wa 4 Index Well - TSW-89 Fluctuation Range: Zone�B gg EXISTING CONTOUR dain Adjusted GW Level = 0.3 GLEN E. HARRINGTON, R.S. Use Adjusted GW ELEV. of 92.3' for design purposes. 95P- PROPOSED CONTOURaw 9 LEDA ROSE LANE DEEP TEST HOLE MARSTONS MILLS, MA 02648 APPROX. LOCATION TEL: 508-428-3862 — W EXISTING WATER LINE P6464 I FAX: 508-428-3862 ` —�---C— APPROX. GAS LINE EXISTING SCALE: 1 "=20' DRAWN BY: GEH MARCH 4, 2005 FILE: SPIOTTA DATUM: ASSUMED SHEET 1 OF 2 1 1 n i *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. EXCEPT THE 2" DIAM. SCH.40 FORCE MAIN *NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. asH OLE am Grade Finished grade over system=2% slope away Mg. 0— b. • .. Pump Chamber cover must be .&.90 a>< .Mdmwt Ad. min. 2'-1/ti•-1/r Existing House Septic tank covers must be to finished grade u� �x' - Pecistone 99 so' Top of Fndn. elev.= 104.38' 6" below finished grade �- 01 3, ' � o 0 0 0 o s�•trN. 44' ' Existingwoo e LEACH TRENCHnq'a eV't .a L=5$ O :60' 39 s A , ' PROPOSED r°F 3'V-"1r STM TGW Elev.=92.0' (Observed) v 1,500 GAL. N c e SEPTIC TANK 0 Ui in H-20 II a' c cy 3 .;. y > rn ! u o n W 6" OF 3/4"-11/2" STONE PUMP I- CHAMBER SYSTEM PROFILE 24" DIAMETER ER 6" OF 3/4"-11/2" STONE Not to Scale F N\ISHEDOGRADE LIFT OUT CHAIN i EXISTING GRADE 11 rim , 2-24" DIAM. ACCESS MANHOLES 1111111 IT, PUMP NOTES & SPECIFICATIONS 9—0 1. PROVIDE 1 MEYERS SRM 4/10 H.P., 115 VOLT, •.'::..':: :: :. ; .•.• , , _ SING INVERT ELEV. 95.05 % SINGLE PHASE SUBMERSIBLE PUMP CAPABLE OF PAS INLET INVERT OUTLET �� N . ! A MINIMUM SOLID SIZE OF 2 DIAMETER OR EQUAL ELEv.= 95.20 rT, �_ � 2. CONTROLUSE EPANELRS IINDOORMhOUNTED WPLEX RI SIBLE I LJ I - 3/8" WEEP HOLE ABOVE CHECK VALVE .I /V 1110 (FREEZE PROTECTION) n 26" OR 550 GALS. , ALARM OR EQUAL INLET C9 OUTLET 3. BUMP SHALL BE INSTALLE11 IN STRICT COMPLIANCE 24 HR. Reserve Storage 2" SWING CHECK VALVE—P.V.C. °* WITH MANUFACTURERS SPECIFICATIONS. HIGH WATER ALARM ELEV.a93.25' 4. ALARM SHALL CONSIST OF AUDIBLE SIGNAL & RED WARNING LIGHT TO BE INSTALLED IN BUILDING 50" 2" . PUMP ON ELEV.-93.08' AND POWERED BY SEPARATE CIRCUIT FROM 9 N " •.. CIRCUITS TO PUMP. PUMP OFF ELEV.=92.55' 5. DOSE VOLUME=4 DOSES PER DAY= 550 GAL/4 DOSES=137.5 GAL./DOSE STEEL REINFORCED PRECAST CONCRETE 6. ELECTRICAL PERMIT REQUIRED FOR ALARM & POWER TO PUMP. PLAN VIEW 16" 2-24" REMOVABLE COVERS 6" P:. FLOOR PUMP CHAMBER ELEV.=91.05' 6,. a •, �. 6 2" Stone • 3" min. clearance• 12" " INLET 6" max. 2" min. inlet to outlet '.. INLET T":R ' OUTLET PUMP DETAIL � �.. Liquid level U •, 10" min. " �'�' : UPLIFT C A L U L A T I O N S Not to Scale `� io E 4'-0" min. Fu = 5.25' x 9.0' x 1.3' x 62.4 Ibs/cu.ft. = 3,833 lbs of uplift Liquid depth F! Weight of 1, g p ' p ��\� C ' �e.. p3 PROPOSED SEPTIC SYSTEM UPGRADE 000 0l. H-20 Septic Tank as Pump Chamber = 12,000 lbs. 12,000 lbs > 3,833 lbs. Therefore, no uplift anticipated. ESL FOR TO ,I ROLAND D. SPIOTTA 77 •' :. - 1�. 1 Q70 AT 8'-D. N s-3 � ® #9 EAST BAY ROAD CROSS- SECTION END—SECTION BARNSTABLE (OSTERVILLE), MA 1000 GALLON H - 20 SEPTIC TANK AS PUMP CHAMBER PREPARED BY: GLEN E. HARRINGTON, R.S. NOT TO SCALE 9 LEDA ROSE LANE MARSTONS MILLS, MA 02648 SEPTIC TANK & P. C. ARE TO BE SEALED & WRAPPED TO ASSURE WATER-TIGHTNESS TEL: 508-428-3862 FAX: 508-428-3862 SCALE: 1"=20' DRAWN BY: GEH MARCH 4, 2005 DATUM: ASSUMED FILE: SPIOTTA SHEET 2 OF 2 '