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HomeMy WebLinkAbout0011 MARCHANT AVENUE - Health 11 MARCHANT AVE. HYANNIS, A= 286 -026 ' 'TOWN OF BARNSTABLE LOCATION �� /�r�C l7y"�- SEWAGE# 02 6 a I- 0-73 VILLAGE y�i�i/1h '?,,�Y±ASSESSOR'S &PARCEL .-6 26G INSTALLER'S NAME&PHONE NO. 0 SEPTIC TANK CAPACITY 49 !- S LEACHING FACILITY:(type) /x -SC �4 ) JZ 'C �'l�1 PCd it NO.OF BEDROOMS OWNER tT-ea . PERMIT DATE: 1 t COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility"-. Feet _.. Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY (l �e�w'�' Ave- 4 dlll� 73 77cl, till 09. . 36' 7 5r0 701 No. go-1 _ �� Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppliLAtion for Misposar 6pstrin Construction Vermlt Application for a Permit to Construct( K"Repair( ) Upgrade( ) Abandon(-I' [ C mplete System ❑Individual Components Location Address or Lot No. (( M qrC4a h 4 /4.Ue Owner's N e,Ad ess,�}d T��No. J&a C,C (7`6(Gi��( �G Assessor's Map/Parcel 1 Installer's Name,Add ess,and el.No. t00 Designer's dame,Address,and Tel.No. e29 33' Type of Building: j Dwelling No.of Bedrooms �� G Lot Size sq.ft. Garbage Grinder( ) Other Type of Building G?Bs + 0;Y 1 Gw� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !f QO gpd Design flow provided gpd Plan Date Z 2aZ/ Number of sheets Revision Date Title j /lqst P L a S eW XAyfd cv i-e a e* Size of Septic Tank 2 S 06 h Type of S.A.S. Description of Soil — O—to r /� �y-�.r � M/ Q 3b `` A 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 BoarclofHealth. Signed Date Application Approved by �L Date ?j Application Disapproved by Date for the following reasons Permit No. a I 6 Y3 Date Issued 'C - �'��'"i.:..y{+ems-;rr�e' tT' �j,.� ; ;ly, ;,,q IS, -i,._.a,•. h. � � �t .`, _i'-:.. .d ..r,• 'q't a�.. '` •! .'�.n..Jw!t.vt-,'Is.. A..,..."ro,'4 YW*k�.. ,Aio 0 r�' " ✓ r, t i Fee .rC - •� Entered in compute THE COMMONWEALTH OF•-MASSACHUSETTS Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS *, 2pphratlon for isposar �kpstent Construction Permit � ,:. 0 Application for a Permit to Construct(L) Repair( )' Upgrade( ) Abandon(*--)''...D omplete System ❑Individual Components Location Address or Lot No. (( /c.I a rC 4a c, 4 4 c4 bw"ner'sName,Address,and Tel.No. - Assessor's Map/ParcelNJ IIler's Name, /Address,and Vel.No. 3(,00 Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms /6 -6,4j Lot Size sq.ft. Garbage Grinder( ) Other Type of Building + o ye/ (,argf No.of Persons i. Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required)) //©O gpd Design flow provided f/ 5 gpd Plan Date 12h 02/ Number of sheets' 1 Revision Date Title ��6 S�`�'I 4�,14�a r-e u c ti-( Size of Septic Tank 7 5 G'G g Co ti . Type of S.A.S. �. Description of Soil ?`!f" O 1,0 f' Nature of Repairs or Alterations(Answer when applicable) ,,Date last inspected: Agreement: , r The undersigned agrees to ensure the construction and maintenance of the afore,de"scribed on-site sewage disposal system in' n ", 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 Board of-Health. i Signed Date w: 'Application,/pproved by "j,�,;,�c P , ( Date .•_ t Application Disapproved by s Date for the following reasons ¢� r ' Permit No. �' 6 7 3 Date Issued -THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by at j/ Nf a�C�4N E ,�f� has been constructed in accordance with the provisions of Title 0 5 and the for Disposal System Construction Permit No. � 1— 613 dated Installer ( , IAW�b Designer S(r((I Iidh /-Ac iA-e*or;i... I #bedrooms 10 Approved design flow //OU gpd The issuance of this permit shall not be construed as a guarantee that the system will • ctio l as designed. Date J11 7/ Inspector f t _ MAR=w nn �_/�_-_ ;m�:.:_:��.-.a---"__ �.z-�-�._�.__--_-�__.-�-.,,--._�.-�_�-__�_��L-.__.._ __�w.•�.__. _�_ ____._..,_._•_, No. O` Fee_�^ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTHDIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstent Construction Permit Permission is hereby granted to Construct( Repair( ) Upgrade( ) " Abandon( !.)� ' S stem located a ' 1 / y ,oca d t � /`1 a r Ll�A and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. --� / Date �"' ' t ''''�'" � Approved by � r Town of Barnstable Regulatory Services w Richard V. Scali,Interim Director . M `A i Public Health Division 1659. A1 a Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 F Office: 508-8624644 Fax: 508-790-6304 t c- Installer &Designer Certification Form 4/28/2021 g 2021-073 A P 286/026 Date: Sewage Permit# Assessor's Ma 1Parcel Designer: Sullivan Engineering&Consulting, Inc. l Installer: w Address' 711 Main Street/PO Box 659 Address: if% IL_ Osterville, MA 02655 3/11/2021 ce ing On was issued a permit to install a (date) (installer) Hyannis 11 Marchant Ave, based on a design drawn b septic system at � Y (address) Sullivan Engineering&Consulting, Inc. . dated 3/2/2021 _ (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septicsy stem 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. certify that the system referenced above was cons o - liance with the terms the IAA approval letters (if applicable) ssq� / S T. tiG 1A o clvl y (Install` 's Signature) 2,U a, fSStONALL� . ,esigner's Signature) (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:1Septic\Designer Certification Form Rev 8-14-13.doc Town of Barnstable THE t Inspectional Services Department MASS.MASS. � ' Public Health Division y $ i639. RFD t9 A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL#7015 1730 0001 4987 7930 September 9, 2020 BABCOCK, CHRISTOPHER H&STEIN, PAMELA TRS PO BOX 312 HYANNIS PORT, MA 02647 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 11 Marchant Avenue,Hyannis, MA was inspected on 08/11/2020 by Frank Nunes III, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Leaching facility with standing liquid level at or above the invert pipe (per Town Code 360-20 h). You are ordered to repair or replace the septic system within two (2)years from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ER OF THE B RD OF HEALTH v Thomas c{ean, R.S., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\11 Marchant Avenue Hyannis.doc i , r �try rgy, Town of Barnstable + HARNYI'AHLE, 6 ,.� Inspectional Services Department ArfD MA'S A Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 4/26/19 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code §360-44 and Title V: 310 CMR 15.000) An "x" marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ❑ Structurally unsound septic tank or SAS ONE (1) YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box is above the outlet invert due to an overloaded or clogged SAS or cesspool ❑ A portion of the SAS, cesspool, or privy is below the high groundwater elevation ❑ A portion of the cesspool is located within a Zone 1 to a public well ❑ A portion of the cesspool is located within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA ❑ Single Cesspool ❑ Any "conditionally passed systems" (broken cover, relocation of a pipe, relocation of a driveway due to H-10 components, etc) /Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc S Commonwealth of Massachusetts 0?9&— as (P Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address F t Babcock Owner Owners Name information is required for every Hyannisport MA 02601 8/11/20 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. A. Inspector Information Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 Cityrrown State Zip Code 508.272.6433 13010 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ® Fails 8/11/20 Inspector' nature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note:This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 h Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Systems"Fail". There are 2 systems at the property. One system is a single cesspool which used to serve the bathroom in the garage. Per owner the cesspool collapsed and they filled it in. The 2nd system serves the home, it is in a state of hydraulic failure at this time 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Y Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes(cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 18 ti Commonwealth of Massachusetts r� ,F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ E Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts I_� Title 5 O c ffia Inspection i I In c ion Form I" Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than '/2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection El ❑ Area—IWPA) or a mapped Zone II of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 a Commonwealth of Massachusetts t I�p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes"or"no"for each of the following for a//inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ❑ ® Existing information. For example,.a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 18 i Commonwealth of Massachusetts �s Title 5 Official Inspection Form f. Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owners Name information is required for every Hyannisport MA 02601 8/11/20 page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): n/a Number of bedrooms (actual): 8 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ® Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Occupied Date t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 2. 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 Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: No recent pumping Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments •v, 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ® Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: N/A Were sewage odors detected when arriving at the site? ❑ Yes ❑ No 5. Building Sewer(locate on site plan): 2 I Depth below grade: feet Material of construction: ® cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: >10'feet Comments (on condition of joints, venting, evidence of leakage, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 18 Commonwealth of Massachusetts o Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 12"feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) H-10 tank with only a center cover, age and construction is unknown. Scum and sludge measurements were not taken, tank is backed up at this time, there appears to be only 1 outlet pipe If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: approx. 1000g Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle 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 How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owners Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts �d ,ip Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No D-box Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 t c Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments u 11 Marchant Ave. Property Address Babcock Owner Owners Name information is required for every Hyannisport MA 02601 8/11/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The 1st pit depicted as"B" is in a state of hydraulic failure, effluent is over the inlet pipe, it is appoximately 2'deep and 4'wide, the overflow pit was not inspected,per the owner several years ago it collapsed and the filled it with gravel, the vegetation over both pits is green with the lawn burnt out everywhere else 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owners Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �o u 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately �ZJCcN_R— t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form,Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts ,F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 15. 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: TOPO mapping shows the site at 18'msl and nearby surface water at 2'msl You must describe how you established the high ground water elevation: See above Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts ,F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 11 Marchant Ave. Property Address Babcock Owner Owner's Name information is required for every Hyannisport MA 02601 8/11/20 page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria)and 6 (Checklist)completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 BEDROOM SURE 13'3'x 18'S• FF i BATH e'S'x e•2' BATH 6'11•x 10'0" BEDROOM BEDROOM 11'8'x 10'2' 617'x 1012' e BEDROOM < BEDROOM BEDROOM 11.5•x 14-97 m 1 11'5'x 30•11. 12'11•x 18.1• ,y ALL _ "ALL 21'10'x 2'11' N BATH AT •6'It 4.5 C- B'4'x 7'8' ROOM 7'0'x TB' I S NALL "ALL 15'7'x 3-1� 11'11'x 10'9' NALL 11'10•x 7.8' Q V(V FLOOR 3 Sf.C�M� BEDROOM SURE 13'3'x 15'0' 1 SUNROOM 13'9'x 17'9' O J i BATH 7'30'x 7'6• - _ x l ❑ S U.R. ❑ LAUNDRY S'3"x 9'4• EAT-IN KITCHEN 11'3'x 9'4' LIVING ROOM DINING ROOM 15 6' 9 4• 'J 29.4'x 14'11' 19'8'x 13.7• • 2 BEDROOM 15.1•x 10'0• PANTRY/WET BAR 8.9.x 10.3' Z. BASEMENT J \ BATH 12'10'x 2)'1' I I PANTRY '3'x 6'30, a x 5'2'x 6.10• DRESSING ROOM 0'11'x 7'2• - w -\, F 1s•a STU I I J\ • DY la•s• "� - • r, � � � SITTING ROOM •001,3• 13'8•x 10'4' FLOOR 2 (G ROOM 8',6'\\x 13'3' 6'1'x a y ` FLOOR 1 1 i i i ' II ZONE: DIRECTIONS: RF-1 Area (min.) 43,560 SF From Hyannis Follow Main Street to the West - End Rotary, Take third exit onto Scudder Ave. Frontage (min) 20' zf7 Follow and turn left onto Merchants Ave. #11 is Width -(min) 125 _ on the right. Setbacks: : , , = Fron t 30' Side 15' ,w Rear 15' OVERLAY DISTRICT f AP - Aquifer Protection District I FLOOD ZONE: ► Zones AE (Elev. 15') X (Minimal Flood Hazard) Community LOCATION MAP. 250001 C0568 J July 16, 2014 Scale 1" = 2000'f REFERENCES: ASSESSORS REF.: Map 286, Parcels 026 Land Court Cert. 199,920 LCP 13920 A .o E 94. o � 21, n� 1 CSAH I (Fnd) I I 1 ! fawn r p. --21 - UP i ce Fd of Of PQ e�VQr/Qb/e q 3 30, Lawn SEPTIC NOTES a _ I ° 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours u) \ Prior to Any Excavation For This Project the Contractor Shall Make o the Required Notification to Di Safe 1-888-344-7233 g ( )and contact \� I PROPOSED Sullivan Engineering&Consulting Inc (508-428-3344). r IRRIGATION 2. The Contractor is to Secure Appropriate Permits From Town � ..>, Sill El. 20.71 '-_cam .... LL Agencies For Construction Defined by This Plan. i � r # 11 �.,, g ,, 3. Wherever Sewer Lines Must Cass Water Supply Lines Both Lines Shall f I 1 0 Pressure Pi and Shall be WaterTested to 0 2 St w f Be Constructed of Class S Press Pipe R-P M Y t Lawn E LU B ` Assure Waterti tress. In General Water Lines Shall be Constructed in AS REQUIRED Dwelling I t ' O t Coordination With Hyannis Water,and Shall be inAccordance With 248 CMIt 1.00-7.00&3IO CAM I5.00. O „ i R for All Components. 3p' 100 4.A Minimum of 9 of Covers Required po Fla stone id 5.All Structures Buried Tbree Feet or More or Subject I PROVIDE 9 s Pa tro '`� e N F to Vehicular Traffic to be H-20 Loading.It is the Engineer's / i � LEANOUT ° k e Cape Beach House LLC Recommendation that H-20 Always be Used. ( 20 C/o Paul McCoy Risen and Covers to Within 6"ofFiaished Grade / Y 6.Install Watertight secs Fain. Office Service LLP Low � Over Septic Tank Inlets and Outlets,:D-Box,and Two Leaching Chamber. t _! "----•--20---.. � All covers are to be maximum 18"for concrete or24"Cast Iron. Fen 'n. PROVIDE •. _ \ 7.Septic System to be Installed in Accordance With 310 CAR I5.00& CLEANOUT Potential La n Se a t 248 CAM 1.00-7.00 Latest Revision and the Town ofBamstable l r Septic •. � � , TO BE CONFIRMED I Board ofHealth Regulations 1 r �.. REMOVE OR ABANDON S.All Piping to be Sch.40 PVC. P g c,, o MR 15 l r PER 3 i 0_C „ cp 9.D Box Shall Have a Min mum Inside Dimension of 12,and a Minimum I ( „ Surrip of 6. C,► t UP • ::--19 10.The on Distance Between the Septic Tank Inlets and _;...,._ -L�e+vn 3eParati eP -0 _ f O _ CDOutlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend -- r, „ " v- r o- : a Mmmmm of 10 Below the Flow Line.Outlet Tees Shall Extend 19 .......,: .. .: _ PROPOSED � ^ . Slab I. 0.04 a „ S E 2 Flow Line m 2500 Gallon Tank and 14 Below the Flow Line n �' TE AL { SEPTIC �0 _ Below the h o 1 1 . . TANKS ' , • m the 1500 Gallon T and Shall be m With Gas Baffles. { FU RE . � a _ � Equipped --PROPOSED PO L � � 1 1 2-St Sty. ! � � o, { D-BOf w r -- /f Ga a e 'above w/AP t. . O O r<,f a o �` PROVIDE to i -� CD ANOUT �r 00 CLE � Q I - aW tt 1 5 8" N PERC TEST. 15,418 ox.:. oca ►on of fi t Ddssi n PROPO D ] � r ,•.,.....,. . 9 Septic P o o PERFORMED BY:jOHN ODEA,PE- SULLIVAN ENGINEERING �_/ I Pit Abandoned°and 4-3 O N &CONSULTING, . ' N i filled as P P per Septic Lawn � N M INC i .� � SOIL EVALUATOR N0.2911 .. :Instect►on Dated 2 Paved . . / . r u - SSED BY. ALD DESMARAIS R.S.-TOWN OF BARNSTABLE } Parking , 811112020 Existing,Sept c 100 WINE DONN T NFIRME TANK 7 D BO,/� FEBRUARY23 2021 TO BE REMOVED Lawn _ 15 Bldg: Setback - .. •: �- SITE PASSED • . . MR'.15 .. ,.SAS PER 31.Q _ • ...... .... ....... .............. .. R VI USLiY FI D' T D ON B E 6 • -- � TEST HOLE- 1 F.L.160 TEST HOLE-2 EL:16.o UP S76 32 05"E BRB Fnd Fnd .. ... ... 9 .80 3 seoi ::: ..:''.LOAM:•:.::..:.:... ( � .. .: LOAM r ::. ..::.. :....:.: :...::.. :.,. ...... missing) l { t t � Lawn 10 15.2 8 15.3 � 100 � I PROPOSED _..;.....:.: :._::.:.. _:. ....... YELLOWiSHBROWN.. ..,.... ......::YELLOWiSHBROWN...:..... IRRIGATION :. ::L.OAI►�Y SAhID.:::......... ..:::.LOAh�I'SAND.•...:_....:.. 3 Benchmark - To of Concrete � � 30 ,.....:.... 13.5 32 ..:._.... 13.3 P OUTSIDE a cn c LAYER 1 oYR 7/2 C LAYER 10YR 7/2 Bou nd. EL ,19.17 NAVD 88 \50 BUFFER . LIGHT GRAY 'LIGHT GRAY:.' N l n, MEDIUM SAND MEDIUM SAND � U. •.... PERC TEST 12.8 a co GALLONS GONE IN 10 MIN,� 2 q rn r PERC RATE 21111h1/lAT TAR 0.74 m ., � ffe cn : 132 � ) 5.0 132 5.0 1 fl 0 BU�/ NO GROUNDWATER ENCOUNTERED NO GR UND A TER ENCOUNTERED �. N F 5/ ir, _ Eugene M. Pe 'J. . 9 &' 99Y J McQuade f l (n Ob � 1 Lawn a C 1 1 i .. .c � TEST HOLE. 3 EI,.16.o TEST HOLE 4 EL.16o: a ::.:.., .......:_::..:......:....._......:...... .' O V ::...... E ? �. :........,:.LOAM...:..:...._.... :. LOAM I To ;of " I 0 0:Bank .•• .....:.....: .. ....,...... ........... � ..... 1. '5 1' 9 c '*** iSKBROWN... ........ YELLOWiSIiBROWN...:..... 6 I o _.......:.:..._... ..::... 34 LOAh�Y SAND....:......, 13.2 32 ..........::.LOAMY SAND.....,...... 13.3 C LAYER IOYR 7/2 C LAYER 10YR 7/2 I - �K o l...... ...... Ro merit LIGHT GRAY LIGHT GRAY 0 aD Deck 3 Reyet MEDIUM SAND MEDIUM SAND /Sta►r / 421F PERC TEST 12.5- 1 /^ i 25 GALLONS GONE IN 10 MIN i� PERC RATE<2 MIIVUIPT TAR 0.74 132 � ) 5.0 132 5.0 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Rock Revetment aW r ►r� ---3 - I O n• flood / - Zot% HoZor " e __ 2-- / Q� -''" Finish Grade on 2 ,5) - / e 3 Max. Nam, WINffi_, / Zak --- "`� i 9» Min. Compacted Fill Filter Fabric Observed Waterline And/Or 2' 1 Pea Stone 3 3/4" - 1 1/2- DESIGNDATA CHAMBER Stone LEACHING Double Washed - Single Family 19 Rooms/2=9 Bedrooms I -I +1 Bedroom Over Garage -I r 4 10 -, 10 Bedrooms Q l l0 GPD - 12 -_10 No Garbage Grinder Total Daily Flow=1,100 GPD Use a 2500 Gal Septic Tank CROSS SECTION OF CHAMBER and a 1500 Gat Septic Tank in Series LEACHING AREA NOT TO SCALE 1,100 GPD/0.74(LTAR)=1,487 SF Required Sidewall-2(12.83'+8992'=407 SF Bottom Area=(12.83,x 899=1,141 SF Nantucket Total Provided=1,548 SF(1,145 GPD) Sound LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 10-500 Gal.Leaching Chambers is a 12.83'x 89'Double Washed F.F. Stone Field as Shown. - F.G. EL. 20.0 See Note 6 (typ.) ,. EL. 17.50 rn Flow Equilizers Installer To f" As Required Confirm Prior EL. 14. 2500 Gallon LEGEND. To Any Work Septic Tank EL. 14.50 EL. 4. See Note 5); 1500 Gallon E . 14.00 Too EL. 13.00 ( Septic Tank 1 CDT Cedar Tree (See Note 5) H_20 EL 13:58 D Box HT Holly Tree : 12.00 Leaching DT Deciduous Tree Chamber 8 t. EL. 10.00 CT Coniferous Tree Bedding, T»S ::::..: :.::........' 9• To Be Installed On ...........:.. Inspection Port, Lf:. 1te.aun.lere ;>Re gie:.&::Replae2 Utility Pole -fib e ompac ed ose & Baffels Ali::t}n.strrtable::jai/S.:tGr#h►rt.:5' of jH Of . .... . ... ...... . .. ::::: Electric as Per Title 5 ?hsOuter:;Perir»etr:o:f:::ThSystei?1 `n ........ ...... Gas �� JOHN C. ;: .:... ...: o Wetland Flag o O,DEA EL. 5.0 Light Post ca No Groundwater 48m Per Test Hole 1 DEVELOPED PROFILE OF SYSTEM - El CB/DH OHW- Overhead Wires 9 TER � EL. 2 I Groundwater 25 Elevation Contour s/ONpI E ' Per T.O.B. Groundwater Mop NOT TO SCALE TITLE PREPARED BY. PREPARED FOR: NOTES: Site Plan - , Pro D.SeU �7(,nt��i+ Upgrade Engineering Q' 1) The property line information shown was compiled from _ 1" /" i"� VC available record information. Babcock Cc e Cod Trust r, At ivaii . • P 2) The topographic information was obtained from on on y: : consulting, Inc. C/a JOrI Q t�1 CrC1 Stelrl the ground survey performed on or between 112112021 11 Marchant Avenue and 112912021 using GPS RTK. (508)428-3344•P.O. Box 659.711 Main Street,Osterviite, MA 02655 3) The datum used is NAVD 88, a fixed mean sea level Bamstable (Hyannis Port) MASS. seci@suliivanengin.com•www.sullivanengin.com datum. Draft: ASL CTR Field CTR/WHK 20 0 10 20 40 gp 4) Abutting structures are from Town G.I.S., locations and DATE: SCALE: » Review: PP y l�/�C11"Cf1 2, 202 = 20 JOD/CTR Comp./Review: CTR/JOD/ASL dimensions area approximate only. Project: Stein Project#: 4100001 v I i I I I ZONE: x k DIRECTIONS: -� RF-1 From Hyannis Follow Main Street to the West Area (min.) 43,560 SF x End Rotary,. Take third exit onto Scudder Ave. Frontage (min) 20' s x �+ Follow and turn left onto Morchonts Ave. #11 is Width (min) 125 r° on the right. Setbacks: Front 30' ., f Side 15' �� Rear 15' - OVERLAY DISTRICT: =, � " Y' - ' AP - Aquifer Protection District Y a FLOOD ZONE: Zones AE (Elev. 15) X , i (Minimal Flood Hazard) Community F LOCATION MAP. #250001 C0568 J July 16, 2014 Scale: 1,, = 2000'f REFERENCES: ASSESSORS REF.: .� Lan 1 Court ACert. 199,920 Map 286, Parcels 026 2 l,3ye o j 9421' 1 CBAH 1 ( (Fnd) Lawn r- I i I F c P F e Vp E' � UP ! e 1 d r, t S6. Of p r� 4S ore 067e �d 30, Lawn Q 2 w .. . s SEPTIC NOTES 3 ° bo 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours o uoi \ Prior to Any Excavation For This Project the Contractor Shall Make a :. the Required Notification to Dig Safe(1-888-344-7233)and contact Ui d- i P\,�0POSED \ t Sullivan Engineering&Consulting Inc.(508-428-3344). s 2: The Contractor is R uired to Secure Appropriate Permits From Town IRRIGAT/ON �: ,' e4 PPmPn Sill El. 20.71 to ........ :..::. c LL Agencies For Construction Defined b This Plan. `l 11 � � � 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall ,r Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to 0 2 Sty w/f `-�-�., ` � , / REPLUMB / Lawn Assure Waterd tress. In General Water Lines Shall be Constructed in I � Dwelling "-�-�,.. I i Bh , AS REQUIRED Coordination With Hyannis Water,and Shall be in Accordance a SSj. `ti With 248 CMR 1.00-7.00&310 CAM 15.00. o' 3 ,� 1 p 4.A Minimum of 9„of Cover is Required for A11 Components. I O / 0 9", PROVIDE Flagstone 7d 5.All Structures Buried Three Feet or Mom or Subject LEANOUT Patio `• �9 �'etb: r NIF to Vehicular Traffic to be H-20 Loading.It is the Engineers ockf Cape Beach House LLC Recommendation that H-20 Always be Used i 20 ! C/o Paul McCoy 6.Install Watertight Risers and Covers to Within 6 of finished Grade Fam. Office Service LLP hin hamber Lawn/ Over Septic Tank Inlets and Outlets,D-Box,and Two Leac g C w _ •( All covers are to be maximum l8„for concrete or 24„Cast Iron. Fence _ i PROVIDE 7.Septic System to be Installed in Accordance With 310 CMR 15.00& La CLEANOUT Potential Septic 1 248 CAR 1.00-7.00 Latest Revision and the Town ofBarnstable TO BE CONFIRMED Board ofHealth Regulations. cto REMOVE OR ABANDON ..: .. I ( cn i 0 8.All Piping to be Sch:40 PVC. PER 310 CMR 15 / 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum \V x �l a _ Sump of 6. UP --19 I � :• -Ee�n 10.The Separation Distance Between the septic Tank Inlets and 0 the i Outlets Shall be No Less than e Liquid Depth.Inlet Tees Shall Extend D PROPOSED f v a Mmmium of 10„Below the Flow Line.Outlet Tees Shall Extend 19„ Slab E1. 20.04 S� o „ SEPTIC 17C --' Below the Flow Line m 2500 Gallon Tank and 14 Below the Flow Line E : TANKS 'r f t I FU R / in the 1500 Gallon Tank,and shall be Equipped With Gas Baffles. rn •. i PO L _-PROPOSED 1 i/2 Sty. �� I D-BO (ol . w/f Garage I �r \. w/Apt. above J 0 / O O to PROVIDE CD 0o u' CLEANOUT o _ ,q rn i 5'-8 , 3° x,.. ion of z - PER TEST. 15,418 PROPO D o i Existing Septic o PERFORMED BY:JOHNOD PE SULLIVANENGRZERING I cn /; 1 Pit Abandoned and64 `� -3 0 .r N _. � &CONSULTING,INC. 1 filled as per Septic Lawn .�� .. Instection Dated 2 SOIL EVALUATOR NO.2911 ! Paved Park 811112020 Existing Septic Op u WITNESSED BY.DONNALDDESAARAIS,R.S.-TOWN OFBARNSTABLE a 9 f -B0 1 R ARY23 2021 TO BE CONFIRMED ....... .. TANK 7 D __..._-�� FEB U , Lawn 15 Bld : Setback TO BE REMOVED 9 SITE PASSED t -SAS PER �31.0 MR 15, ........ L�l' FII D'� l -,, ..:.... .. .......: PIT REVI US ON ICED B H T BE TEST HOLE- 1 EL.16 o TEST HOLE-2 EL.16.0 UP 1- F1 S76' 32 05 E BRB Fnd � ............ ._ ,... .. ..: (Sea/ \ LOAA missing) 1 � Lown 10 15.2 8 15.3 i ... .:: :...:.:,::...LAYER..... L6..:.:..._: B LAYER.IOYR......_.::..... PROPOSED 100 :,....:. YELLOWiSHBROWN .. YELLOWISHBROWN.-:.v.-:.v. I RRI GA TI 0N .;:L.OA14fYSAND :... :: LOAhfI"SAND..........".". 3 Benchmark - To of Concrete - 30 13.5 32 13.3 : P OUTSIDE h Bound. EL-19.17NAVD88 50 cn _BUFFER C LAYER 10YR 7/2, C LAYER 10YR 712' � ` -: , o LIGHT GRAY LIGHT GRAY O o h N a MEDIUM SAND MEDIUM SAND PERC TEST 12,8 � �- to • �.-- 25 GALLONS GONE INIOARM. n < = ry m f fer cn 132 PERC RATE 21lTIl�l/IIII(LIAR 0.74) S.0 132 5.0 N F 'Q 50jU/ N GR UNDWATER EN O GRWATER l � Eugene M. & Pe J. McQuade [ i to { . Cr Lown .c v TEST HOLE-3 EL.16.0 TEST HOLE -4 EL.16.0 { O o �. H . 0 50 �c t� :...LOAA,............... ..........LOAM................ Top of-' .. , o „ Bank: H BLAYER.i0YR.5L6..;, ...... BLAYER.I0YB-5/.6:::.. - f m .:..:.:..:.......::.........,.:..:. ... ..............,..................... 9 ,� •.. I. ,..., ....:YELLOWiSHBROWN."...:.•.•.. "..•.•.YELLOWISHBROWN '5 f ti .LOAiKI'"SAND......,'.....: . " L.OAhII'SAND.".....:.. 56 I 34 13.2 32 .......... ... 13.3 o ...........:. Rack rt L+ C LAYER 10YR 7/2 C LAYER 10YR 7/2 o ; 1 trt,e LIGHT GRAY LIGHT GRAY Deck l 13 Rene o A4EDIUM SAND MEDIUM SAND Stair" PERC TEST 12.5 1- � _ 5 25 GALLONS GONE IN 10 MIN, 132m PERC RATE<2 MIN/IIIl(LTAR=0.74) 5.0 1321 15.0 ' NO GROUNDWATER ENCOUNTERED No GROUNDWATER ENCOUN7ERED Rock Revet�nen aW � __ _ 3-- }�t o 006 '' - X Cn (00. Mfd -" 1,011 0 0(10 -- 2 Finish ,5� Grade a 2 _ • - - Fed' � tE`• �, ,�.--- -- s' Max. ore / - Z ✓ _ 9 Min Compacted Fill Filter Fabric Observed Waterline And/Or - 1 2 118,, - 1 f2., Pea Stone DESIGNDATA LEACHING Double Washed Stone ` Single Family _ .I t CHAMBER i l9 Rooms 12 9 Bedrooms +1 Bedroom Over Garage 4, - 10 10 Bedrooms @ 110 GPD 12' - 10 - No Garbage Grinder r' � Total Daily Flow=1,100 GPD Use a 2500 Gal Septic Tank CROSS SECTION OF CHAMBER and a 1500 Gal Septic Tank in Series LEACHING AREA - NOT TO SCALE - ! 1,100 GPD/0.74(LTAR)=1,487 SF Required I Sidewall=2(12.83'+8992'=407SF Bottom Area=(12.83'x 899=1,141 SF I Nantucket Sound Total Provided=1,548 SF(1,145 GPD) LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 10-500 Gal.Leaching Chambers in a 12.83'x 89`Double Washed F.F. El. 20.70 Stone Field as Shown. F.G. EL. 20.0 See Note 6 (typ.) EL 17.50 Flow Equilizers Installer To 250 Gallon As Required Confirm Prior EL 14.7 0 C LEG EL 14.50 END. To Any Work Septic Tank EL 1-4-251 1500 Gallon (See Note 5) Septic Tank EL. 14.00 Top EL. 13.00 CDT Cedar Tree H-20 No te ote 5) D-Box L. 13.58 HT Holly Tree - 12.00 Leaching DT Deciduous Tree Chamber I Bot. EL. 10.0p CT Coniferous Tree i Bedding, T s Mq9r To Be Installed On Inspection Port, e............(HOf ::Rerrtl�beV Utility Pole Stable a dose Baffels teSJ. ..Electric - N : as Per Title 5 ::The :OutEr:Perim:eter of_The Systerri` Gasc, IL ............................................................... Wetland Flag 48168 EL. 5.0 Light Post o No Groundwater f 9p�F GIS7EA ��`� Per Test Hole 1 o CBiDH DEVELOPED PROFILE OF SYSTEM EL. 2 OHW- Overhead Wires /OIV L E ' Groundwater 25 Elevation Contour Per T.O.B. Groundwater Map NOT TO SCALE I ' TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan �sed Septic t�(i rade Engineering lX Prop Up 1) The property line information shown was compiled from _ y available record information. �1 Babcock Cape Cod Trust .- �, At ivantopographicy Incj2 The p/nformatlon was: obtained from an on A /� C/OJOnothon Stein the round surve erformed on or between 1 21 2021 11 Marchant Avenueand 112912021 using GPS RTK. Bamstable �// (508)428-3344•P.O. Box 659.711 Main Street, Osterville,MA 02655 f"� c'��111% f- /VI secs@suiiivanengin.com•www.suilivanengin.com )(Hyannis Port) ass datum. 3 The datum used is NAVD 88, a fixed mean sea level Draft: ASL/CTR Field: CTR/WHK 20 0 10 20 40 80 4) Abutting structures are from Town G.I.S., locations and �y DATE: SCALE: » Review: dimensions are approximate only. March 2, 2D2� - 20' JOD/CTR Comp./Review: CTR/JOD/ASL Project: Stein Project#• 4100001