Loading...
HomeMy WebLinkAbout0325 CASTLEWOOD CIRCLE - Health 325 Castlewood Circle�� $it3° is k 7X`= ` 1fti Hyannis A 273 044 { i i 0 1 TOWN OF BARNSTABLE ; LOCH ION S/L£ Cr,°�'� �►'�' SEWAGE # > 06- 0 S�9 VIL12AGE 14 Y N UU;) ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.J C 0 SEPTIC TANK CAPACITY I N F C/�/�a� F 7 � �j--�t u, LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUII.DER OR OWNER /`/ 1t-/y:F 1 Ati PERMITDATE: C' COMPLIANCE DATE: / r 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 M� 79 rl �i •• l.�J of � � I U� Cam. r bP No. 2 OU 3—U Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Zigpool *pztem Com5truction 3dermit Application for a Permit to Construct( )Repair( grade( )Abandon( ) ❑Complete System &Individual Components Location Addressor Lot No. oZS �L Gt/ ®`� Owner's Name,Address and Tel.No. SS® $ C�fJ Y3 Assessor s Map/Parfel HY CW f71-Z &-ovZ c �r- Installer's Name,Address,and Tel.No.SV F-9 7 f— A f'o " Designer's Name,Address and Tel.No. 3 56 i� 5% /l/91C Type of Building: y G S Dwelling No.of Bedrooms 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) N ��& 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 i d by this Board of Health. 9 '03 Signed Date Application Approved by Date ! 2 9 0 3 Application Disapproved for the following reasons Permit No. Z 6 O 3 —V Date Issued ! 2-9 03 Li ! Fee �6) _ 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _V�/ Yes PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for Mopoar *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( to<pgrade( )Abandon( ) El Complete System [' dividual Components i Location Address or Lot No. Q�/Ca p� Owner's Name,Address and Tel.No. 3 ,S CAs7f 3• aya aR. #'*� )-st��Z4*.4 � Vvy3 Assessor's Map/P el_ H X'. 3A� 1'/4;12 4 "1 ^ I Installer's Name,Address,and Tel.No., o r-7 S" Designer's Name,Address and Tel.No. i i 5� ..o r 4V e �4tf Type of Building: Dwelling No.of Bedrooms 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 lien applicable) ,4 i 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 i s ed by this Board of Health. "G3 Signed Date " Application Approved by Date /2 9 G 3 Application Disapproved for the following reasons Permit No. 2 00.3 —0 Date Issued / Z 9103 THE COMMONWEALTH OF MASSACHUSETTS e BARNSTABLE, MASSACHUSETTS, Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( 6<Upgraded( ) Abandoned( )by A iid 1"A"C a '_3S"4 4A,1.v s 7— l v- �.t9'x at ` •. ` C 9 5-7-Z r.. &►/aA.21 /°,,/P has been constructed in accordance with the provisions of Title 5 and the for Dis-osal System Construction Permit No. 2003 - Oy9 dated i L 4 103 Installer ... Designer The issuance of this permit shall not be construed as a guarantee that the sy to wit function as designed. Date Inspectors., -- ' 3 0 --------------------------- No. toU q 9 Fee I 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1=igoga1 6potem Construction Permit ` Permission is hereby granted to Construct Repair({�`�pgrade( )Abandon( ) System located at C°. -71.4 L ga 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 trtust be completed within three years of the date of this pe 'it Date: 1/1 .7 G 3 Approved by _ TOWN OF BARNS/TABLE LOCATION � � le�� ��K SEWAGE# /,027V '�40 , VILLAGE ASSESSOR'S MAP&f AP Z./�""' ®'y'7` INSTALLER'S NAME&PHONE NO. /1 /�5 AeR SEPTIC TANK CAPACITY f ' LEACHING FACILITY:(type) &i9l f , size) -10 NO.OF BEDROOMS OWNER (?pirrP 5 PERMIT DATE: 7-2 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 1613IN j: .. Ck TGWN OF BARNSTABLE , /4 C I R SEWAGE # LOCATION �/ �J UUYS ASSESSOR'S MAP &' LOT 4 7� � VII,LAGE 1 Q Al co INSTALLER'S NAME& PHONE NO. E IU A� SEPTIC TANK CAPACITY i (size) li LEACHING FA�ILITY: (type) NO. OF BEDROOMS BUILDER OR OWNER 4 PERMIT DATE: l �- cr COMPLIANCE DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility g Facility wells exist Private Water Supply Well and Leaching Facili (If any Feet on site or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility (If any Feet within 300 feet of leaching facility) Furnished by I L\` tti .yslL i i 3 N / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstrin Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /7��,�J���� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ;���(/+-� / �oAt -De-aw jG1 , 4 Installer's Name,Add ess,and Tel.No. Designer's 14ame,Address,and Tel.No. Type of Build' g: Dwelling No.of Bedrooms G Lot Size q, © sq.ft. Garbage Grinder( ) /V h Other Type of Building anl0 S'P_ No.of Persons Showers( Vj"Cafeteria Other Fixtures n s Design Flow(min.required) 2 G (� gpd D ign flow provided 13 Ii m Q gpd Plan Date 3 *40 2 0 Number of sheets Revision Date Title — Adif Size of Septic Tank I �� [S`r Type of S.A.S. �11 Wt1[ Description of Soil � � Sfax. �� xfmd Nature of Repairs or Alterations(Answer when applicable) TV 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 d not t place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed t Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued !X� Nos". j '/C✓ ��� ....+i ri Fee -THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH. DIVISION - TOWN`176BA`RNSTABLE, MASSACHUSETTS Yes 2ppYication for Disposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade V Abandon.( ) ❑Complete System t ❑Individual Components Location Address or Lot No. � Owner's Name,Address,and Tel.-No. Assessor's Map/Parcel Installer's Name,Ad ess,and Tel.No. V� Designer's Name,Address,and Tel.No. Type of Buildin Ty g: Dwelling No.of Bedrooms Lot SizeApx7 sq.ft. Garbage Grinder( ) Other Type of Building Ail_'S F_ No.of Persons Showers( (/f`Cafeteria( J Other Fixtures t1 , Design Flow(min.required) d _ed) gpd D ign flow provided V , ,� Q gp Plan Date Z 0 Number of sheets Revision Date MOW Title �1 U 1� —e syJs_ty e,W UP d p Size of Septic Tank 1�40 -<Is Type of S.A.S. IOrY i Gl wtr � , f ,sp - `Description of Soil R��� -ToP(�}'� �/J 44�"t�� p111C°, � Nature of Repairs or Alterations(Answer when applicable) 7, ���/$•r? 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 an td-placetl'e system in operation until a Certificate of Compliance has been issued by this Board of Health. t, Signed. Application Approved by:"' {� Date '2 Application Disapproved by Date f for the following reasons ' f / A d Permit No. '"`r �.�t,�J Date Issued- ` - ----- - - -- -------- - °�,, r -- - -- - -- --- - - -- - . THE COMMONWEALTH OF MASSACHUSETTS fax BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFR that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned'( y)by a _ 6 h P.k at L has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit dated Installer Rn(fi /'I 7 l J h Q,„� Designer C�m Me-n 'S k a.L j #bedrooms - Approved desigA't flow gpd ` The issuance of this permit shall°not be construed as a guarantee that the system will fDed. Date Inspector .:---- °- •- - -- -- - - -------------- -- -- - .. No as.. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( ) e System located at 'lj ' ' /05+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. K, Date 7 J.X� Approved b"y�--- Town of Barnstable Via' .� Inspectional Services s Public Health Division A39. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601_ Office: 508-862-4644 Fax: 508-790-6304 Installer.& Designer Certification Farm Date: )O"10010 Sewage Permit# Assessor's.Map\Parcel/044 Designer: Cg Installer: �7 �- Address: 5-4. Address: On "� "1 Z10O O �g���was issued a permit to install a (date) (msta'1 *) septic system at 3 0�S ��.5r�-�eyyco[� e" based on a design drawn by n (address) C&xrs� Ski-,!N Hated (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 foundlsatisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than I O'Jateral:relocation of the SAS or any verticaf 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 t at t stem'referenced above was constructed in compliance with the to rms of the INA a pr letters(if applicable) C a ' (Ins is ignature) E. No ' jai (D gner's Signature) ( ix amp Here) AN1. t PLEASE RETURN TO BARNSTABLE PUBLIC HEAL T ISION. 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. 1*%WeptslHEALTMSEWER connecMEPTICTDesigner Certification Form Rev&14-13.DOC RECEIVED FEB 1 12003 OF BARNSTABLE COMMONWEALTH OF MASSACHUSETTS TOWHEALTH DEPT. z W EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION � W � z1 ® 41 0 350 iagM 5�0v MAIN STREET WE MAP � WEST YARMOUTH,MA �- 508-775-2800 PARCEL , LOT TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP 273 PAR 044 Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner's Name: FINNERAN,ANNE Owner's Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Date of Inspection JANUARY 29,2003 Name of Inspector:(please print) JAMES D. SEARS Company Name: A&B Canco Mailing Address: 350 Main Street West Yarmouth,MA 02673 Telephone Number: 508-775-2800 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the timer 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. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ./ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: — 'U 3 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 tot he buyer,if applicable,and the approving authority. Notes and Comments ****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. Title 5 Inspection Form 6/15/2000 1 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any infonnation 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: B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the 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 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. ND explain: 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 obstruction is removed distribution box is leveled or replaced ND explain: 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 obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 i Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 27,2003 C. Further Evaluation is Required by the Board of Health: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect 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 salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,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 I of 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen 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: Title 5 Inspection Form 6/15/2000 3 Page 4 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 D. System Failure Criteria applicable to all systems: N/A You must indicate"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool N/A 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'h 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) NO (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 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: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) 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 11 of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is 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. Title 5 Inspection Form 6/15/2000 4 i Page 5 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 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? N/A 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)has been determined based on: Yes No ✓ Existing information. For example,a plan at the Board of Health. ✓ Detennined 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(3)(b)] Title 5 Inspection Form 6/15/2000 5 l I , Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 FLOW CONDITIONS RESIDENTIAL Number of Bedrooms(design): 2 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 220 Number of current residents: 1 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): NO Water meter readings,if available(last 2 years usage(gpd)): 2001 4,875/2002 5,445 Sump pump(yes or no) NO Last date of occupancy: PRESENT C OMMERC IALAND U S TRIAL Type of establishment: Design flow(based on 310 CM 15.203): Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped detennined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,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) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: UNKNOWN Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 BUILDING SEWER(locate on site plan): ✓ Depth below grade: 8" Materials of construction: ✓ Cast iron _ 40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): ✓ Depth below grade: 1' Material of construction: ✓ concrete metal fiberglass polyethylene other(explain) If tank is metal list age: is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1,000 GALLON Sludge depth: I" Distance from top of sludge to the bottom of outlet tee or baffle: 29" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 22" How were dimensions determined: ASBUILT AND TAPE Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): MAIN TANK AT WORKING LEVEL,OUTLET TEE.NO SIGN OF OVERLOADING OR LEAKAGE IN TANK. GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: concrete metal fiberglass polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 TIGHT or HOLDING TANK: N/A (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/day Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: N/A (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.,): PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pu np chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 SOIL ABSORPTION SYSTEM(SAS): ./ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number leaching trenches,number,length leaching fields,number,dimensions: ./ overflow cesspool,number: 1 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.) LEACHING IS ONE 7' DEEP BLOCK POOL.COVER 18"BELOW GRADE.POOL IS"-DRY,WALLS ARE CLEAN.NO STAIN LINE,NO SINE OF OVERLOADING OR SOLID CARRYOVER. CESSPOOLS: N/A (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 or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (locate on site plan) Materials of Construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Title 5 Inspection Form 6/15/2000 9 Nee 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property.Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. ` r 3 ,1 i Title 5 Inspection Form 6/15/2000 10 Page 1 1 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 325 CASTLEWOOD CIRCLE HYANNIS,MA 02601 Owner: FINNERAN,ANNE Date of Inspection: JANUARY 29,2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to no groundwater 12 feet Please indicate(check)all methods used to detennine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: J Observation 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: HAND DUG TEST HOLE 12'NO WATER. TEST HOLE 4' BELOW BOTTOM OF OVERFLOW. I � I v G., L l I i i I Title 5 Inspection Form 6/15/2000 11 TOWN OF BARNSTABLE LOCATION 3 a�S-. ��5� Z-vovZ C SEWAGE # s VILL!.GE / / /� AnnSSESSOR'S MAP & LOT S E C/ZS RAME&PHONE NO.-, rS,U l" � O �� SEPTIC TANK CAPACITY —� 27C 7 5� C�'t! LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNS �`I A,A-1 i} Ny P-ERMTTDATE: CCiP DATE: /4/,.f o,rcT/PA— p� Separation Distance Between the: RI 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 M n I • � W �s� 0 V �� I t: �. � . ate.! . � { �y � t , a, R. J-1 GENERAL NOTES . ,:iffy Lu �7' 1. Contractor is responsible for Digsafe notification, Verification of Utilities and protection of all underground utilities and pipes. 2. The septic;,tanic and distribution box shall be set '�:•� level on 6 of 3/4'—1 1/2 stone. y JF 325 castiewood 3. Backfill should be clean sand or gravel with no stones over 3�� in size. II 4. This system is subject to inspection, during installation S °•'! by Carmen E. Shay — Environmental `Services, Inc. , 4,. 5. The contractor shall install this system in accordance f with Title V of the Massachusetts. state code, the approved plan �p r ' and Local Regulations. t/ a. C 6. If, during installation the contractor encounters any N 77D 53' 15")dY r ` soil conditions or site conditions th6t dre- different 78.47' �r from those shown on the soil log or in our design 1 LOT 114 PL $'' � / ��° installation must halt & immediate notification. be i �' 1170 3° made to Carmen E. Shay — Environmental Services, Inc. 9027 Square Feet +/— � y 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. . r 1 t;it 8. Install Tuf-11te gas baffles or equals on all outlet tee ends. EXISTING DECK 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.2 BEDROOM10. All solid piping, tees & fittings shall be 4" diameter �1 b � b Schedule 40 NSF PVC pipes with water tight joints. SOUSE I ;A 11. Municipal Water is Connected to ALL OF The Residence and Abutting 1 full foundation o� Properties Within 150 Feet. I C #325 I O 1 r THE PROPERTY LINES ARE APPROXIMATE AND 1 COMPILED FROM THE SURVEY PLAN BY MERCER ENGINEERING CORP mufaelpal 46ter,14"° ENTITLED: "SUBDIVISION PLAN OF LAND OF CASTLEWOOOD-PARK" A t DATED NOV 2, 1965, PLAN BOOK 197 PAGE 97 AND 1S NOT INTENDED TO BE A SURVEY PLOT PLAN ~O ASPHALT PROJECT BENCH MARK IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 0 0 DRIVEWAY ` EXIST. TANK TOP OF FOUNDATION THE SEPTIC SYSTEM INSTALLATION. U 1000 ga1. ELEV.i = '100.00 (ASSUMED) EXISTING SAS TO BE PUMPED OUT AND FILLED IN PLACE O _ _ _ J Septic Tank NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING SAS TO BE DISPOSED / OF AS PER BOARD OF HEALTH SPECIFICATIONS. 1 TEST HOLE #11 D—Box TEST HOLE #2 ELEV.= 98.50 —, _ —. -. . ELEV.= 98.50 P LOT P LAN l +28.2 OF PROPOSED SEPTIC SYSTEM UPGRADE 0 PREPARED FOR �) ( 28.5'. LEACH PIT SHED DENNIS FISHER t ` GRAVEL �f DRIVEWAY i AT - 325 CASTLEWOOD CIRCLE 78.81' i ,--- —" J ASSESSORS MAP 273 PARCEL 044 N 77D 53' 15"W _ H YA N N I S M A L / - Bedroom m Kitchen/ Dining PREPARED BY: CA h'MEN E. SHAY Living Bedroom Room � ��j ENVIRONMENTAL SERVICES 4 k'= 0 ) 20 40 50 N 0 P.O. Box 1576 Js;fig MASHPEE, MA 02649 ` 2 BE HOUSE FLOOR SCHEMATIC AiIT TEL/FAX 508-294-7498 (Description Provided By Owner) . SCALE: 1"=20' SCAL : 1"=20' DRAWN BY: CES DATE: JUNE 3, 2020 PROJECT#325 Castle FILENAME:325 Castle.DWG SHEET 1 OF 2 x - 10' min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. to septic tank f, EXISTING Foundation [house, SepC�c tank covers must be D—BOX cover must be SECTION A A y within 6 in. of finished grade within V of GRADE 71within S cover must be(;lade ova Septic Tank— 98.so Grade ova D—Box — 88.50 6" of�E�---mad,over sas— ss 5o PR LIi`—VIEW OF LEACHING SYSTEM S a 0.02 3 HOLE ♦"to r 1/]t• wor"[VAff od stow •of r/s•— 1/1'Vedwd PeaAow io 10' S-0.01 (H-10) DIST, BOX ' SAS— 95'S0 INSPECTION cover must 9 within 6 in. of finished rode EXIST. PIPE EXIST 1,DDD GA So 0.010"per foot FROM FOUNDATION 25' a, SEPTIC TANK _ tea' Dwo H-10 M ao ib' EA o 0.Dom o 0 0 0 C3 Ui CONCRETE FULL FouNOAno ® 0 0 p { r3 c3 G _ C3 o oo 0 0 0 SYSTEM PROFILE z Units a a.s' = Bs.s m m ( fs. $ s' OVIDED 4' Not to Scale W m I Effective Width > a 5' c $ EffectNv Length NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 6 in.of 3/4'-1 1/2" compacted atone m SOIL ABSORPTION SYSTEM (SAS) . Bottom of Test Hole 1 Elev.= 87.50 500 — C H-10 LEACHING UNITS / WIGGINS PRECAST Not to Scale 2-18 OIAM. ACCESS MANHOLES T. ALL OUTLET PIPES FROM THE P E R C 0 LATI 0 N TEST SET LEVEL B LF F Box SHALL BE ORAT LEAST 2 FT. 12" CONCRETE COVER 8' SET L vim; r u s—.. s �•�.. ... 3— 5`70UTLE;TU Date of Percolation Test:' MAY 27, 2020 / KNOCKONOT TO SCALE Test Performed By. CARMEN E. SHAY, R.S., C.S.E. J _ _tag•Results Witnessed By. DONALD DESMARAIS - BARNSTABLE BOHE4 tr MLET wLEr EXCAVATOR: RODNEY FISHER Ck ou r Percolation Rate: Less Than 2 MPI ® 30" 2 N,� I is ` 4" — SCH. 40 Te ° THE ACCESS COVERS FOR THE SEPTIC TANK, J •: DISTRIBUTION BOX AND LEACHING COMPONENT Test Hole . Test Hole PLAN SECTION CROSS—SECTION •:«;.T, ,."" '^•'^ Tom'—'� SET DEEPER THAN 6 INCHES BELOW FINISHED ": •:':%:' '•;' GRADE SHALL BE RAISED TO WITHIN 6' OF N O. 1 No. 2 STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. DEPTH SOILS ELEV. DEPTH SOILS ELEV. 3 HOLE H-10 DISTRIBUTION BOX PLAN VIEW INSTALL TUF—TITS GAS BAFFLES OR EQUALS 0 98.50 0 98.50 NOT TO SCALE Sandy Sandy 3-24' REMOVABLE COVERS Loam Loam f1 10 YR 3/2 10 YR 3/2 z 4" r.: "- 6" 98.00 "_ 6" B.DD PLOT P LAN ' 3"min. clearance '` INLET 8` mTn�T�2" min. Inlet to outlet eI t3` MLET•T•� T Loamy Sand Loamy Sand Liquid lever__ OUTLET 10*min. t4 :, 10YR5/6 10YR5/6 OF PROPOSED SEPTIC SYSTEM UPGRADE 5. _7. .1. :'5' —7" 6"-30" BIN 97.00 6"-30" Be 7.00 b9G"eam. ~' ;'� Liquid depth Mad. Mad. PREPARED FOR Sand Sand DENNIS FISHER 25 Y 7/4 1, 25 Y 7/4 r •...�•., i •,,. ...i.y,..r •; ....q•• w.... .: 30"-132" 30"-132" C, 97.50 C1 97 50 AT y CROSS SECTIONEND—SECTION 325 CASTLEWOOD CIRCLE d TYPICAL 1000 GALLON SEPTIC TANK ASSESSORS MAP 273 PARCEL 044HYAN N I S MA Design Calculations Number of Bedrooms: 2 Equivalent to 220 Gal./Day gf Garbage Grinder: No �: g c� PREPARED BY: Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) !—A Y Septic Tank — 2 x330 Gal./Day = 660 USE EXIST. 1000 GAL. Septic Tank. L�RJfE1 y E. SH r• �? SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Perc #1 iE• , Bottom Area: 0.74 gal/day/sq. ft. x 325 sq. ft. = 240.5 gallons/day Depth to Perc: 36" to 54" Y ENVIRONMENTAL SERVICES MP t Rae= 2 Observed Sldewall Area: 0.74 gal./day/sq. ft. x - 152 sq. ft. = 112.48 gallon/day Perc �0 Al P.O. BOX 1576 m - �" Groundwater Not Ob Providing: = 352.98 gallons/day No Observed ESHWT Rf olsT MASHPEE, MA 02649 ADJUSTED H2O Elev.'=- None NITNR��� Use: ' (2) 500 H-10 CONCRETE CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, TEL/FAX : 508-294-7498 --(5' W x 8.5' L) TO BE USED WITH 4' -OF WASHED STONE ON THE SIDES AND I SCALE: N/A SHEET 2 DRAWN BY: CES DATE: JUNE 3, 2020 4' OF WASHED STONE ON THE ENDS. PROJECT#325 Castle FILENAME:325 Castle.DWG SHEET 2 OF 2:::::]