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0087 MARSTON AVENUE - Health
7 MARSTON AVE yannis ;= 288 - 126 ff' TOWN OF BARNSTABLE LOCATION !87? rnar54 ors AVE SEWAGE# ZO/O - Z ZO VILLAGE g arms'AOr4 ASSESSOR'S MAP&PARCEL ZW • /2G INSTALLER'S NAME&PHONE NO. .94B Exea ycx-!,on y77- DG 53 SEPTIC TANK CAPACITY /Sp0ga1 S T /000 goj 1?f C LEACHING FACILITY:(type) SOOQa 1 eAo,.�S �Z� (size) /2 x eIS'x 2. NO.OF BEDROOMS OWNER PERMIT.DATE:7-Z6-/O .T-9-// COMPLIANCE DATE: ✓ j �� 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 ' s CS• i��q„ C � JS- AI- IS C CG-as, 31-3c. C 7- a3"`� 8z•2-S.V REAR A3. 2z p3. 31' Ay- z3 v 3 y No.A I �9-CS0 Fee THE COMMONWEALTH OF MASSAoiUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes apptiration for -misposal 'tPM Construction Verrait Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Comp o ents Location Address or Lot No Q(S 16 n 5 q �neer s ape,Address,and Tel.No. 6 -3 6 4_ 9 q Assessor's Map/Parcel � I r Installer's Name,Address,and Tel. o. D si ner's Name, ddress,and Tel.No. +� �:KC VeL}�1 6b4 '� " ivane-n 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(min.required) 330 gpd Design flow provided I gpd' Plan Date T ` Number of sheets Revision Date Title 1TrL Size of Septic Tank fnpa of S.A.S. Description of Soil 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 this Board of fjp4th. Signe Date Application Approved by Date B Application Disapproved by Date for the following reasons l yy Permit No. 6A D l D —2? 0 Date Issued No. �' 4 Fee J THE COMMONWEALTH OF Wk'',S�4QHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN,OF BARNSTABLE, MASSACHUSETTS Yes 21ppCicatiou for Misposal stem (Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 7 Q(5 i V n 5.AV .e Owner's Name,Address,and Tel.No. 5b(�.3 b 4- 9 9 1' "Dun Sntvalgce. Assessor's Map/Parcel 4 P �2 I n t C Installer's Name,Address,and Tel. o. Designer's Name,Address,and Tel.No. CJdk.- g -33 1 BiC3bxc,c�vc��ton 5pg Lj��-a�53 ��i lva n-54 ��`r� i E� n� z y Type of Building: Dwelling No.of Bedrooms. 2 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building _No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided'f ,�3 gpd �r Plan Date 71a I +1 Number of sheets , Revision Date Title 1 , C Size of Septic Tank 5 / of S.A.S. Description of Soil r r' ,N 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 Board of th, Signe Date Application Approved by 1 Date Application Disapproved by Date for the following reasons Permit No. to O 10 - 22 D Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Re, aired(V) Upgraded( ) Abandoned( )by al ACIr5f ns Nq ' at has been constructed in accordance With the provisions of Title 5 and the for Disposal System Construction Permit NQC�ated "-" - Installer �\` ��(" I- i�f b'\ Designer i 1, p� #bedroomsV Approved design-flow�f.�_ , gpd The issuance of this permit s� all n k be construed as a guarantee that the system wiil functi�n as desned. Date �? I A Inspector i - ------------ - --- -- ---------= ------ - ---- = ---- -= -- ---_.__. - - - ------Fee---------- -------- No. — V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6psteut Coustructi n Vrrmit Permission is hereby granted to C nstruct( ) Repair( ) Upgrade(✓) Abandon( ) System located at �, Q(!�5 /L-6 A u t, W -n n [5 )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. t Provided:Construction must be co p/letted within three years of the date of this permit. Date 5b / i -- Approved by,, � �,,,__�• ' V �O OO, LF pp EX. Shp, 2? DWELLING 6¢. O0 P. p TANK DECK W °P.CH. TAIRS ,tea• p0 �S gyp. MBLU 288-126 87 MARSTON AV. 1 HYANNIS, MA �^ l j �G �o O O a 00. SEPTIC FROM ASBUILT LOT AREA 10,500 SF ON FILE AT THE TOWN EX. DWELLING AREA— 1207 SF HEALTH DEPARTMENT PROP.DECK AREA— 406 SF BUILDER TO CONFIRM PROP. LOT COVERAGE= 15.4% CERTIFIED PL 0 T PLAN MBLU 288-126 I CERTIFY THAT THE IMPROVEMENTS SHOWN of ,� 87 MARSTON AV. HAVE BEEN LOCATED BY A FIELD SURVEY. ��P�t\ Ass4cy HYANNIS, MA z G DATE. NOV 5, 2015 DRAWN: RBS ROBB �, JOB #: S185 o SYKES SCALE: 1"=30' . DWG. CPP No. $5418 ti EASTBOUND LAND SURVEYING, INC. �s, �S �o��,o P.O. BOX 442 ROBB SYKES, RLS. DATE S FORESTDALE, MA 02644 508-477-4511 Town of Barnstable Barnstable "�A" 'caC "Regulator Services Department SAS 1 � q� ' . ,�' Public Health Division A 200 Main Street, Hyannis MA 02601 2007 m "" Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70081830000205009014 10/08/2009 Daniel Salvatore 87 Marstons Ave Hyannisport, MA 02647 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 87 Marstons Avenue Hyannis, MA was last inspected on September 11, 2009,by Robert Paolini, a certified septic inspector for the State of _ Massachusetts. The inspection of the septic system showed that the system"Failed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to an overloaded or clogged SAS. • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS. • Liquid depth in cesspool is less than 6"below invert or available.volume is less than '/2 day flow. You are ordered to repair or replace the septic system within Sixty (60) days from the date you receive this notification. Failure to repair/re lace the septic system within the deadline period will result in future enforcement action. OF THE BOARD OF HEALTH omas McKean, R.S., CHO Oply Agent of the Board of Health �� Q:\SEPTIC\Letters Septic Inspection Failures\87 Marston Ave.doc Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every 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: A. General Information When filling out forms on the computer,use 1. Inspector: only the tab key to move your Robert Paolini cursor,-do not Name of Inspector use the return key. Capewide Enterprises,LLC. Company Name f� p.O.Box 763 Company Address Centerville Ma. 02632 �R01 City/Town State Zip Code (508)428'-4028 S14454 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 LU Needs Further valuatio by the Local Approving Authority ga "0 9/11/2009 t Inspe' is Sig ature „ Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board: ca oftHealth or DEP)within 30 days of completing this inspection. If the system is a shared system or t-- 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. t5ins•09108 Title 5 Official Inspection Form:Subsu ce SewageY Dis osL stem Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town 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: 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 f s Commonwealth of Massachusetts W Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is p required for y H annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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): a ❑ 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•09/08 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 M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ 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 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 ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for y p H annis ort Ma. 02647 9/11/2009 every 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. ❑ ® 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 II of a public water supply well If you have answered "yes"to an question in Section E the system is considered a significant threat, Y Y any Y 9 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for HY p annis ort Ma. 02647 9/11/2009 every 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 recent) or as art of 9 Y Y P ❑ ® 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)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information Description: The septic system consists of one main cesspool and one overflow. Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail Sump pump? ❑ Yes ® No Last date of occupancy: 9/11/2009 Date 1 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 I Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is p required for y H annis ort Ma. 02647 9/11/2009 every 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: Capewide enterprises,LLC. Was system pumped as part of the inspection? ®, Yes ❑ No If yes, volume pumped: 1600 gallons How was quantity pumped determined? Measured Reason for pumping: System full Type of System: ❑ Septic tank, distribution box, soil absorption system z 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 87 Marstons Ave. M Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: Were sewage odors detected when arriving at the site? ❑ Yes ❑ No Building Sewer(locate on site plan): Depth below grade: 18"feet Material of construction: ❑ cast iron ❑40 PVC Orangeberg ® other(explain): Distance from private water supply well or suction line. 10+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): Joints appear tight.No evidence of Ieakage.System vented through the house vents. Septic Tank(locate on site plan): Depth below grade: 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: Sludge depth: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for HY p annis ort Ma. 02647 9/11/2009 every 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 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.): 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 n Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ 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-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every 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 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(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.): Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is H annis ort Ma. 02647 9/11/2009 required for y p every page. City/Town State Zip Code bate of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ti ❑ 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.): I Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 1 main and 1 overflow Depth—top of liquid to inlet invert Full Depth of solids layer 2' Depth of scum layer. 6" Dimensions of cesspool 2/6'x6' Materials of construction concrete block Indication of groundwater inflow ❑ Yes ® No t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for HY P annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): System is in hydraulic failure.Both cesspools were full at time of inspection. 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.): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 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 � Lo 6 + a t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ❑ Check cellar EJ Shallow wells Estimated depth to high ground water: Bottom of CP 4'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: USED:USGS Observation Well Data.USED:Technical Bulletin 92-0001 plate#2 annual ranges of groundwater elevations. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 87 Marstons Ave. Property Address Daniel Salvatore Owner Owner's Name information is required for Hy p annis ort Ma. 02647 9/11/2009 every page. Cityrrown 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. t5ins•09/08 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 17 of 17 \ I x P --�x�.x 1 -- - ° CD CD Fr sCD - _ CD II =� IA .. In 00 i m s I n � .. 0El- a� z I i 0 \ st as. 'a N ❑ r DN a3e a Erl N 32gInzi ? m� Q zo O & o O CDa\ oN� II`�� 0- C O O �v Vf a 2'o p O ^ r p 4 ® O OO = C) = c 3 `a n `� o o cn a >'av v m z o m Q '^ rTn N m m O lO N N v AsBuilt Page 1 of 2 1UWN OF 13ARNS'I•ABLL: I Ul LOCATION 1�� �IAQSTQt�� F�V SEWAGE# VILLAGE ASSESSOR'S MAP&LOT"M�S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type)(,-))C S_ ' �(size) (Cyr, NO.OF BEDROOMS C.l )(DX l0' C Sz(✓>z BUILDER OR OWNER PERMITDATE: 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 306 feet of leaching facility) Feet Furnished by a A B � 1. Al 3$-o 1 '___--r2�1 C�SsPlJOL 6t/E{2�t,0 $ t 39-6 2 39 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288126&seq=1 9/4/2015 AsBuilt Page 1 of 2 TOWN OF BARNSTABLE LOCATION !61 M_a sA on AVE - SEWAGE# SO/O - Z ZO i VILLAGE l���a nn�s po r ASSESSOR'S MAP&PARCEL ZM'-12L INSTALLER'S NAME&PHONE NO. R 4 13 EXr!2y=1;on 1471-04S3 SEPTIC TANK CAPACrFY JTbO on) 51 /000,9*3 Q f C LEACHING FACILITY(type) Soo"!cham S e'L) (size) /Z X 0S X Z NO.OF BEDROOMS .3 OWNER PERMIT DATE:�•2L-/O S•9-// 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 - Al- Is C Ce,-as 91-R, AZ- 17' 07-3`l` SEAR Ag'83- 34 Ay-21 C' 8q- 3c'E a http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288126&seq=2 9/4/2015 ter, 6 DATE: 1/18/2011 TO: Building File FROM: Robin Anderson RE; ' 87 Marstons Ave Don Desmarais (Health) inquired about the status of property as 2-family. New septic plan submitted identifying house as two-family. This is a former Amnesty unit; the comprehensive permit was rescinded on Dec. 1, 2010. Advised that plans incorrectly identifying properties as two-family (or more) are often misinterpreted later as legal NC. In order to maintain a consistent standard between regulatory divisions, the installer was directed to have the corresponding corrections made on the plan including the removal of the kitchen on the lower level and all references to "two-family" on the plan. An over-engineered system may be installed but the corrections noted above must be reflected on a revised plan. This action will serve to prevent the approval of a plan that lends itself to support an erroneous claim, No. O L. u Fee 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppYicatton for Btgoal *potem CCow6trUCttott Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. *r7\-0 1\ Owner's Name,Address and Tel.No. `` Hy�n�115�a`� 1�1���n<-i�1iBi7�ti ��wcgwn2.k�cn\t) Sr1W4 1la f Assessor's Map/Parcel rihtk Avcn�z- rL, _ 1 Installer's Name,Address,and Tel.No. x�' " Deli neer� Name,Address and Tel.No. LA-) Fr��-�s i�a) ;'4 Type of Building: /1 Dwelling No.of Bedrooms Lot Size�;Z�{ AC�(� sq. ft. Garbage Grinder (0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '330 gpd Design flow provided "j� gpd Plan Date �V�p Z.1,`—0,t-0 Number of sheets Revision Date � Title 51k Acv\ T-cq c5encl 5eckkc %4J-L' Size of Septic Tank OGvvap�c�ir.�e� Type of S.A.S.Z 9X Description of Soil 4 1`3'otsc. 0—(bf 0 C&K& LO M6-0 5VAJr 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 Board of Health. 9 Signed Date Application Approved by C- Date '—AG [D Application Disapproved by: C Date for the following reasons Permit No. 1 '0 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 v7 (A -a, lN) has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. I�L0 to 901-0 dated 7"2S-t Installer Designer #bedrooms� Approved design flow 0 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector +` •- �,a.-... ..�,....,.:.-.+•....'.i .. ws 2�-v. 1:,. �t A .t > � ...r ,f Y ,r..w,lt+ -r.�• No. ` `� ,. -� t. F � I Fee 0 r t� Entered in com uter: i p THE COMMONWEALTH OF;MASS,,CHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Dt!gpogal 6pztem Cowaructfon Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(�andon( , U Com lete System r y ) p y Individual Components . }Location Address or Lot No. 87 6rsl aS/\ AC Owner's Name,Addressy and Tel.No. 11 } Il0 Qt\vlut J4Vcn✓2 Assessor's Map/Parcel Z�$_'Z� Y'►1�„s1�� �``� ��� OZGy$ Installer's Name,Address,and Tel.No. . Designer's Name,Address and Tel.No. )q 7-_-4j3 z.P r tj L N F 0 re S 40A a )� 10 ice� e `niNr. Inc.. DG 3t�,lavn amA o r 511$-423-33`f 1-1 Type of Building: Dwelling No.of Bedrooms 3 Lot Size O.ZL( q(Qt;j sq. ft. Garbage Grinder (bO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ?j�ja gpd Design flow provided �j�j gpd Plan Date �5\j Z.1, `ZUto �N,umber of sheets ! Revision Date Title Sl _�Iw\ � xseck 5iry�c Qv y,-J Size of Septic Tank JAW Z (ovylQFt Type of S.A.S.Z—$tb Description of Soil ,,— 1}j"oCS6 O (./*A, OAO Z.£ 2 C A loYf�7/ �I�Q S�kNi� Nature of Repairs or Alterations(Answer when applicable) r: Date last inspected: > Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage'Asposal 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 Board-of Health. Signed Date l Application Approved by Date Application Disapproved by: Date for the following reasons r Permit No. )o f r7 " � 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 87 m�Y n Ng- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0,10 to 0 9a-0 dated 7 ".26` t0 I Installer Designer #bedrooms Approved design flow 'ij Q gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ' No. ._�� �� � ��0 I ----- ----___ _. -- Fee---��_-__�------_- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migoal 6pgtem Construction Vermft Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (/S Abandon ( ) System located at 6"'7 jYj��o n 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 completed within three years of the date of thi",p, r � r Date 77 Approved by k � N. Alk eI vJ --PC �I r I�� N { ` , e J �C T P � P �4 TRANS. NO.: CITY/TOWN: 'Iyr��ty�5c R i APPLICANT: r�P�� ADDRESS: AYE DESIGN FLOW: 3'3C7 �� gpd REVIEWED BY: YG i'E2 DATE: u Ly-n,2-0\b NIA OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] t( Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] P� Locus Provided [310 CMR 15.2204(t)]" Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4) Easements shown [310 CMR 15.220(4)(b)] " System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is re uired.[310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] u Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e) System Calculations [310 CMR 15.22.0(4)(f)] daily flow septic tank capacity(required andprovided) x soil absorption,system(required andprovided) x whether system designed for garbage grinder North arrow 310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g) Location and log of deep observation holes (existing grade el. on each test) 310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] Location and date of percolation tests (performed at proper x elevation? [310 CMR 15.220(4 i)] Percolation test results match loading rate? [310 CMR 15.242] X Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] k Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address �`� I� `o,ac.—to ws A\j c, N,yA, Fvt s Poi 7 Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)) within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other.subsurface utilities located [310 CMR 15.220(4)(m) if water line cross see 310 CTAR 15.21l(1)[1]) x Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220 4 (o Stamp of designer [310 CMR 15.220 1 and 310 CMR 15.2M0(2)] IK Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3) Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as ap proved for an upgrade under 5 LUA at 310 MR�. 1 .405 1 Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] X Benchmark within 50-75' of system[310 CMR 15.220(4)(g)] a Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405 l(b)] Address lbr) ��A fLS�N v E �'-Ikmuk SvcyL- Sheet 2 of 7 _ a N/A OK NO � h Size OK?$[310 CMR 15.223(1 �C Inlet tee located ten inches below flow line [310 CMR 15.227 6 ] Outlet tee 14" or 14" +5"per foot for increase ft depth[310 CMR 15.227(6)] �( Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid .depth) [310 CMR 15.227(2)] inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k Minimum cover?" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1)and 310 �( CMR 15.232(3)(f)) Three access covers (inlet and outlet must be 20" or greater)- middle access.at least 8" y 7/07 [310 CMR 15.228(2)] Access to within 6" of grade - one port for systems<1000gpd, two for systems >1000 d 31-0 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CAM 15.228(2)] 0( > 10 ft from building foundation [310 CMR 15.211(1)] X, Buoyancy calculation Required/Done 310 CMR 15.221(8 H-20 Where a ro riate? [310 CMR 15.226(3)) X Setbacks from resources [310 CMR 15.211] ..... 41 7Req�ired when other than single-family dwelling or flow>1000 , J [310 CMR 15223(1) ] K compartment 200 0 daily flow; Second compartment 100% daily flow[310 CMR 15,224 2 and 3 fluffpipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address (?--s-to N vt; 91YA_ .acs 21 Sheet of - N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211 1) 1]) . Cleanouts required/provided ? 310 CMR 15.222(8) Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] x Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) 310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] x Siphonproblem/(leachfield below pump chamber) m( Endca s or vent manifoldspecified? �( Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 �( CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe x types allowed) Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232 2 a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gra-vity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232(3)(f)] K Inside minimum dimension 12" 310 CMR 15.232(2)(b)] X Minimum sum 6" 310 CMR15.232 3 e) Watertight cover.if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] OL rvw - 'mt. :.Yefi.ex Capacity(emergency storage above working--design flow)? [310 CMR 231(2)] JC Proper setbacks [310 CMR 15.211 same as septic tanks)] K Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible) X Alarm floats - alarm on circuit separate from pumpsspecified? k Exceeds-two units must have two pumps operating in lead-lag mode. 310 CMR -231 6 and 8 ] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? 310 CMR 15.221(8)] �( Address wisPOQ: Sheet 4 of 7 N/A . OK NO tt Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregatespecified as double.washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] ' Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and tx Guidance Document] . Chambers and Gal. in trench.configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] X Aggregate F minimum-4'maximum. 310 CMR 15.253(1)(b)] x 2' sidewall credit maximum 310 CMR.15.253 1 (a)] In bed configuration,inlet every 40�s ,ft. [310 CMR 15.253(6)] D� X � . v FR YIN,MEW, Width 2'minimum 3'maximum [310 CMR.15.251(1)(b)] i1 100 feet-maximum length [310 CMR 15.251.(1)(a)] Minimum separation.2x effective depth or width whichever greater 3x if reserve between trenches [310 CMR 251(1)(d) Situated along contours 310 CMR.15.251(2)] Breakout OK?[310 CMR 15.211 1 [4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6'.[310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR.15.252(2)(g)] - o Separation between beds 10'minimum..[310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address �� 1�'�'� 'S �G Ary W S Pv&2-T Sheet 5 of 7 . N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as re uired [310 CMR 15.220(4 (_ Pressure dosing required on all systems>2000gpd.or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use A royals If used:in gravelless system-make sure jet is directed as not toscour sl interface Guidance Document Inspections once per year(systems<2000 gpd) or quarterly (>2000 d) good to note on plan [310 CMR 15.254 2 (d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Imp,ervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer r310 CMR 15.255(2)(a)] Side slo a not exceed 3:1 ? [310 CMR 15.255(2 ] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious harrier to edge of SAS (10 fl. recommended 310 CMR 15.255 2 e) Check DEP A royal letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface t 3 Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP A roval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a co y of a maintenance 13 Are the variances listed on the plan ? [310 CMR 15.220x (4)( D( RLS Stamp necessary on plan if a component is within five feet of property line 310 CMR 15.412(4)] IK\ New construction or increased flow proposed- [Refer to.310 CMR 15.414] V Address S? �}fL i�N $ � �y�,�,��5�02, Sheet 6 of 7 • N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] x Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1 ] X. v...ehtkx. -atnmax. -...� Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] K Address S�l ����� �y Vy�,v ��S �o Sheet 7 of 7 I t� fill � � f �I �y:3 J � i Cam, ids p/o -� Y O � ).Jf� V i1 r� � f t•�.� ` a f I � . r pnJ� i� p \ � � \ FQ «���� '�. � 1 ,, � ,�\ I 1 1 �,\ , ,\ - ' ' � g I \ � 1 � j ' _ 1 I i i � I --� .� ��' ��� 2 � ° � :� w� � `�. �� � � � ._._ _ _s � ,. • • JOB SHEET NO. OF INCOfiPOM1ED I CALCULATED BY DATE M I RO P I P ESTAN DS CHECKED BY DATE SAVE ROOFS! SCALE rr . rrr . rrr r r r r r ; ; i . rrrrrrrrr . r . r . rrrrrrrr � •rr rr r r r r r r r -------------- 1 . r r r r r r r r r , r r r r r r r r r r r i is r r � r r r r r r r r r r r r r r r r r r , r -• -• --------- - f r r . r r ; 1 � , r. r r r r r r � _r r r -------- `---- .------- -- ---- --- --- --- ---- ---- •-• - ---- -- ......................... �J r r ; r r r r r r r : r r r ; L r r r r r r r i ;a �- :.. -: ----- • - ._:....._..r br ---- --- ---- - -- -- - --- -- r _ v r r r r r r r i i i r r . ..............r.._.._..• -1� -- .... . -- i � r r r r r r r r r r r r r r r r r r r , r r r r i r r r , r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r • i Y r r r r r r r r r r i r r r r r r r r r r r r r r r r r r r ; i pr r r r r r ;• i • --n r r r � r r r r rr r : rrrr rrrrr rrrrr . fl-' r r r r r r r r t r r r r 4 : r ; r U, r i� r r r r r r r '- r r r r r r r r „ N N G r r r r r r r r X J it i r r r r r r r r r r r r r �.. t -:.. --- -- -- ............- -- --- r • e i i i r-F—•—r r r i : ; - r , r i : Z• r • r r r r r r r r � : r r r r r r r i ri : r r r • � r r r r r � r r r X r r r r r r r r r i r r r it i 1- I ; I : ' r r r r r r ; ; r . r . r r r r r i r , ......................------........... --------:........:........-------- r : r r ' . ................... . . . . , r r r . . . . --------....... -------- --- ---------------- r r r r r i ll+-k OA1119 nl....... ... C....• lonl1 CCGoG'Oh oFtME r Town of Barnstable Regulatory Services �B' �s.BiE MA �► Thomas F.Geiler,Director �A�ED MD`C'A,0 Public Health Division Thomas McKean,Director 367 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 22, 2001 k 1 Ms. Roxanne Pappas 87 Marstons Avenue Hyannis, MA 02601 RE: 87 Marstons Avenue Hyannis, MA Dear Ms. Pappas: I have reviewed your August 22, 1997,Title 5 Septic Inspection Report for the property located at 87 Marstons Avenue, Hyannis, MA for the purpose of evaluating the existing -system, as requested for the Town of Barnstable Amnesty Program. It was determined that the existing septic system services three existing bedrooms. The P g bedroom in the basement was in existence prior to Title V to make the total of three bedrooms. If you have any questions, please do not hesitate to contact me. Very truly yours, I omas A. McKean, CHO Health Agent q:\wpfiles\orderlet\glen\pappas.doc o-- Town of Barnstable P# 13000 Department of Regulatory Services DJUMSrA : Public Health Division Date / 1639. 39. 200 Main Street,Hyannis MA 02601 Date Scheduled 7 l a U � Ttme ; Fee Pd. 1 QL Soil Suitability Assessment for Sewage Disposal Performed By:?C'►�2. u t_t_a yr-Nr A Witnessed By: - v� LOCATION& GENERAL INFORMATION Location Address Owner's Name Paid`ram ¢. Id i EL Address _D -,� KoMNN6- S fF-7a�Pi Assessor's Map/Parcel: 02 ��/��J_ Engineer's Name NEW CONSTRUCTION REPAIR A Er Telephone# 57 — (( �33 Land Use _ f2,E5,iDF,(uty-.1. L Slopes(%) ���fi Surface Stones tic>N C J Distances from: Open Water Body KI P, ft Possible Wet Area LC)0ft Drinking Water Well i> A ft Drainage Way NA A, ft Property Line 3-_+5 10 ft Other 11 A ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate�wetlands fin proximity to holes) P 0 � � r�- tr �< 2o, 7 �a G Scare � z cs-► G f IACAZ (� - e I 1 Parent material(geologic) Depth to Bedrock �W Depth to Groundwater. Standing Water in Hole: kAOr"A C- Weeping from Pit Face Estimated Seasonal High Groundwater E DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: �'O�N oR fw (Lr--M&_G Depth Observed standing in obs.hole: A I A In, Depth to soil mottles: in. Depth to weeping from side of obs.hole�Q r in, Groundwater Adjustmeflt fir. Index Well# KA Reading Date: k)A— Index Well level. Adj,thctorA 1 & Adj.droundwater level,.rL4 PERCOLATION TEST Dste_T�?� Thne %V o'? Observation Hole# Time at 4" it Cr Depth of Pero 46 Time at 6" Start Pre-soak Time @ ©l me V-6") End Pre-soak 1, J-A A i �� L eSS t try rL Rate MinJtnch 2 C �c c� s 1.•�. AAA.ry V3 S� +n�+vu Site Suitability Assessment: Site Passed 1 S Site Failed: 'tip d Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:ISEPTICVERCFORM.DOC I C DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. cnistencL%Gravel) 115 Le 2Q� 6 LorkvtA-t Sa<\jv \WIC`7/6. iM i Sa��p wy� 7( DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% cave to G Sr&iz— z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons' to Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No I II Yes Within 100 year flood boundary No.4 Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �� S If not,what is the depth of naturally occurring pervious material?,.___..__.._,.. Certification n )I I certify that on PSI<— S date have passed the soil evaluator examination approved by the ( Depa rtment of Environmental Protection and that the above analysis was performed by me consistent with . the require raining,ex a 's and experience.described in 310 CMR 15.017. (->e� 0 237(a �U�. 2t ,ZDI(7 Signature Date Q:\.SEVnCVERCFORM.DOC AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION arsior, AVE SEWAGE# ZO JO VILLAGE�j�an_nix'ADr4 ASSESSOR'S MAP&PARCEL?n_JOG INSTALLER'S NAME&PHONE NO. A414 EXgq%1m4 i(Z_4477. OL-Sa_ SEPTIC TANK CAPACITY /—TO gcLl 51 /000 9a1 PIQ LEACHING FACILITY(type) SOOsa 1 shalln5 e"L (size) JZ X OSx Z NO.OF BEDROOMS 3 OWNER o r PERMIT DATE:-2-Z6-/O S•9-I I COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet i 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 I lispe Ghcr CS• ����rr AI. 15'4# c�•a� g,. 3b• V l 1' �J7-39` REAR A3• 1Z 03. A4• 13 3 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=288126&seq=2 11/2/2012 VO Vic,,{ -9164 2- - 1 r: dw A s to � t 10. y Cow { � r r ..r ,__- LAW OFFICES OF ALBERT J. SCHULZ 0/t J. oble'o� a WILLIAM CHARLES PLACE . - \J 7 PARKER ROAD OSTERVILLE,•MASSACHUSETTS 02655-2034 TELEPHONE(508)426-0950 FACSIMILE(508)420-1536 ALBEBT J. SCHULZ MICHAEL F. SCHULZ aschulz@schulzlawoffices.com - mschulz@schulzlawoffices.com May 3, 2011 Thomas McKean, Director Health Department Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601, ' Re: 87 Marstons Avenue, Hyannis, MA 02601 Our File: 22503 Dear Mr. McKean: Enclosed please find a revised septic plan.from Sullivan Engineering with respect to the above property. In order to avoid any confusion at your request, the reference on the plan identifying the property as a two-family has been removed. I have been advised by Robin Anderson of the Building Department that upon receipt of this revised plan the septic permit will be reissued. As always, please do not hesitate to contact me should you have any.questions. Very Truly Yours, fichael F. Schulz d MFS/lw cc: Sullivan Engineering Y, _ Daniel and Roxanne Salvatore 1 - 05/18/2011 16:48 5084289617 SULLIVAN ENG INC PAGE 01 'Fawn of Barnstable Regulatory Services Thomas F. Geiter,Director " ALAS& Public Health Division rorrA Thomas McKean,Director -200 Main Street, Hyannis,MA 02601 Office- 509-862-4644 a:�508- 90-63 Date: '•13- j/ Sewage Perm1t#2q - Assessor's Map/Parcel jg8-/SIG Installer& Designer Certification Form Designer: Sul l:uar% X&4&. z we G Installer: 1F B EX Ca WeL4 i C^ Address: Q_U. t3ox 6 S 9 Address: iq -reat`Scr-ry_ 1.6 0 4cru:Jlc ma.. greslelddc. On ►/ •9-/t ,�+ Q , c ; was issued a permit to install a (date) (installer) septic system at $-7 fndrs p^ AVE based on a design drawn by (address) Su11;Wan 1646 . MOC. . dated '�-a7j, /O (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. Strlpout (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 IQ' lateraf relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local R ations. Plan revision or certified as-built by designer to follow. Stripout (if re ected and the soils were found satisfactory. o � Cn 4 (Install 's 5i r } oG/S7E1���\�4`� �S`ON EHC ( signers 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:bffice forms\designercertiication form.doc TOWN OF BAFNSTABLE 621 t LOCATION 11�� �A2S�TO�� MIt_-_ SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INS ALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type)��/� �4C` �S (size)l NO. OF BEDROOMS BUILDER OR OWNER PE RMITDATE: COMPLIANCE DATE: i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland 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 i i b M o � ? � i �i Diet v.�A LM �e Crocker, Sharon From: Anderson, Robin Sent: Friday, May 13, 2011 10:19 AM To: Crocker, Sharon Subject: RE: 87 Marston Ave, Hy Sharon, I have been working with Attorney Michael Schulz regarding the former Amnesty unit at this location. As the property is now no longer owner occupied, the status of the apartment is no longer considered to be legal. In discussion with the Attorney Schulz, it was determined that the entire property is rented to two sisters; one resides upstairs with her husband and the other sister is single and resides in the lower level. The lease expires at the end of Sept. 2011 and the property will be put up for sale. The listing sheet shall first be approved by this office to ensure there is no misrepresentation regarding the status of the accessory unit. This course of action will allow an opportunity for a qualified buyer to take advantage of available zoning relief. Subsequently, I advised the Health Division staff that I have reached an agreement with the attorney and no longer object to the issuance of the septic permit as the system was reported to be in severe risk of failure. The , only contingency I suggested was that the submitted floor plan of the property to accompany that permit request) must not identify the lowe"'level as an apartment as may unknowingly lead others to believe that the dwelling is in fact a legal non conforming two family. It was my understanding that a new plan was to be submitted minus that offending label. The owner may then proceed with his application pending before the county for funds to replace the system and Health may issue the permit accordingly. Thank you. Min Robin C. Anderson Zoning Enforcement Officer Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4027 -----Original Message----- From: Crocker,Sharon Sent: Thursday, May 12,2011 5:01 PM To: Anderson, Robin Subject: 87 Marston Ave, Hy Please send me an email so I can put some backup in the file regarding the status of above address. ie. you worked out removal at end of season and ok to do septic permit. Thanks. Sharon Ilk- - - i ZONE: DIRECTIONS: RF-1 From Hyannis Follow Main Street to the West SEPTIC NOTES Area min. 87,120 SF (RPOD) End Rotary, and then take Scudder Ave.; A# the 1.Location of Utilities Shown on This Plan Are Appmx.AtLeast72Rows Fronto a (min) 20' stop sign take a left onto Marston Avenue; Pluto Any txeava°anFor TWs Project&ecenttaaer Shall Make 6d th , min) 125 the Required Notification to Dig Safe(1-888-344-7233). Setbac s: Site is on th e ri gh t, #8 Z 2.The Contractor is Required to Secure Appropriate Permits From Town Aron t 30' VARIANCES Agencies For Construction Defined by This Plan. DESIGN DATA supply Lines Both Lines Shan Side 15` 1)310 CMR 15.211(1)Setback to Cellar Wall 3 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Rear 15' Tow Fanny : :,•,„ 3 Bedrooms Total 20'Required Assure Watertightness. In General,Water Lines Shall be Constructed in 330 Gallons Per Day 18'Provided Coordination Witb Hyannis Water;and Shall be in Accordance 2)Code Of The Town Of Barnstable Chapter 360-1 Location Of Components With Respect To Water Bodies With 248 CMR 1.00-7.00&310 CMR 15.00. OVERLAY DISTRICT. SUM TANK 1W Required 4.A Minimum is Required for All CaMmeab. Septic Tank&Pump Chamber 75'Provided 5.All Structur Buried Three Fat or Mon or Subject f AP - Aquifer Protection District 2CompartmeatTarkRequiral to vehicular Traffic tobell-20 Loading.Itis the Fngineees RPOD - Resource Protection Overlay District Ist compartment Requires 330 GPD x 2OOVo-660 GPD Recommendation that H 20 Always be Used.At a minimum it is the Y 2nd Compartment Requires 330 GPD Bngiueen Recommendation that the Bad of Driveway be QE• Use a Z Comportment I500 Gal Tank Permemntly DemeaW with a Fence or Shrub Hedge, 6.Install watertight Access Risers and Covers to within 6"ofFarsLei'h LEACHING AREA' Grade Over septicTank Inlet and outlet,Pump Chamber Inlet,D-Box, FLOOD ZONE: and One Leaching Chamber. Install Access Risers and Cover to Grade Location Map Zone C Sid GPD/0.74 2(12(LTAR) 446SFRequire@ over�Chamber oaeeL 1"--z OOOf' Community Panel No. Bottom li=-1+255 x 2'=lc°SF 7.Septic System to be Installed in Accordance With 310 CMR 15.00& 1 448 SF Area=12'x 25 300 .� 249 CMR 1.00-7.00 Latest Revision and the Town of Barnstable ASSES(� p #250001 0006 D 448 SF Total Provided Bead of Healer Regulations. SORS 7SESS0/7 S REF July 2, 1992 S.An Piping to be Sch.40 PVC. Map 288 Parcel 126 LEACHING CHAMBER DESIGN 9.D-Bot Shall Have a Minimmm Inside Dimension of 12",and a Minimum All Pipes to be Schedule 40.Use Sump ow. 2.500 Gal.Leaching Chambers in a. 10. Septic Tank Shall be a 1,500 Gallon,with 2 Compartments. Washed Stone Field as Sboam. The First Compartment Shan Have a Volume of Not Less Than 660 Gallons and the Second of Not Less than 330 Gallons. The Compartments Shan be interconnected by a Minimum 4"41 Vented Inverted U•Shaped Pipe wiel a Gas Baffle on the Outlet 11.The Separation Distance Between the Septic Tank ide t and ./°' Outlets Shah be No Leas than the Liquid Depth.Net Tees Shall Estmd p!> _ MI4, S6� a Minimum of 10"Below the now Line.Outlet Tees Shall Extend 14" OS�Q 22O n Below the Flow Lion,and shall be Equiped With a Gas Baffle for the Septic Tank,and a Department Approved Effluent Filter for ere Tack. pROp�? E -1 M O SA's Vent - Fit 7 Le of Ins to be Installation � Determined at Time of►nstollation so R TH-2 as to be as Inconspicuous as Possible O B.F. .0 F.G. EL. 99.20f F.G. EL. 107.70-+ /O2 A 6�1'x h See Note 6 (typ.) Inspection t SEE NOTE 8 (TYP.) Port �0O\ £� , Installe6.s�o EL �A EL 105.00 O6 Confirm Prior EL. 1500 Gallon D-Box 1 Q SQN To Any 1W Work 2 Com Compartment 1000 Gallon IY G \ p Pump Chamber LUNG \ Septic Tank EL. Leaching c� -- (See Note 10) now E ur7izers Chamber O 104 ~` s Required BFN�` ti RA y If Encountered Remove & Replace _ All Unsuitable Sofis Within 5 of \ / _ `' Bedding,"T"s, & Buffets The Outer Perimeter of The System - N B Op rO2 M� --I as Per Title 5 - 'n "4; 10' Mi .- SI b v 96 Xgg ~ 20' Min. Required- Foundation - 18' ?R O 2 \ O Provided No Groundwater SFpnc°SFo �a DEVELOPED PROFILE OF SYSTEM EL Test Hole 1 T O .-100 Estimated Groundwater _ NOT TO SCALE Per T.O.B. Mops +o me ssti or PERC TEST: 13,U00 \ 4� 'ia�vaemMa r gawa & rERPDRMED BY:PETER StA LrvANPE-SULLIVAN ENGNERG m� SOIL TR.- Sp W17MSMBY:DA �ON,RS-TOWNOFBARNSTABLE JULY 21,2010 ` '4/VQO Cl lAt 241i 4 0 Perforated PVC inspection Port W/Screw TEST HOLE-i LOW Cap Placed Vertically Down EL 1m3 Into Stone To Soll Below a as r Accessible To Within 3" of o�� Finshed Grade wAat ` } w. Finish Grade a• 106A -�- �`• \ \ ' III HIE 8 LAYER IOYR 7* YELLOW Min Compacted F711 niter c�1�13 1os2 rerAd. trtl % VERYPAAn DLEBROWN 1000 GALLON CN PUMP CHAMBER SECTION DETAIL 'P stogie" 2sGALLOPER NSIN8rN13SEC MM PERC RATE<2 MIN(IN(LTAR-a74) NOT TO SCALE LEACHING Double Washe2" 1 NoaRDUNDwA7ERQtCVtadIFRm 97s S �O, CHAMBER stone F��' y sr�2 �' i ( - a G 2Q F J ' 4' - 10" TEST HOLE-2 EL.107s O LAYER JJ ` aMA FWr4 dAeb LOAM .1 error!ao adw cs:.r i CROSS SECTION OF CHAMBER LAYER IV.iC)' t..u ry �r � BEAVER 7 106.0 c JlJ . 26- LOAMY SAND 1052 NOT TO SCALE vERr�YAERi BROW MED.SAND � cIST�R� \�,�� ( t -1000'GALLON.. � iONA PUMP CHAMBER PLAN VIEW DETAIL IZD' W-5 NOOROUNDWAMENODUNTPRFD NOT TO SCALE TITLE Site Plan PREPARED BY.' PREPARED FOR: NOTES: Pauline Pappas, 1.) The property line information shown hereon was Proposed Septic Upgrade Sullivan Engineering, Inc. Roxanne P. Salvatore, compiled from available record information. w PO Box 659 2.) The dwelling location is based on a Mortgage r H Osterville, MA 02655 & Daniel A. Salvatore Inspection - NOT an on the ground survey. 87 Marston Avenue (508)428-3344 (508)428-3115 fox 110 Prine Avenue 3.) The contours shown interpolated from Town Of Barnstable G.I.S. based on an assumed datum. Mansions Mills, MA 02648 4.) The intention of this plan is for septic upgrade Barnstable (Hyannisport) , Mass. only. Draft: JOD 20 0 10 20 40 80 5. This plan is only valid with an original stamp and �y DATE: SCALE. signature. July 21, 2010 1 = 20 Review: PS Project: 25038 tf s� �� ZONE: DIRECTIONS: RF-1 From Hyannis - Follow Main Street to the West SEPTIC NOTES Area (min.) 87,120 SF (RPOD) End Rotary, and then take Scudder Ave.; At the 1.Location ofvtilities Shown on M Plan An AM=AS Least 72 Hogs Y Fronts a (min) 20' stop sign take a left onto Marston Avenue, Prior to Any Exeavation For This Project the Con,�torshsuMake ° Width m in) 125 the Required Notification to Dig sate(1-888-344-7233). r Setb tic s: Site is on the right, #87. 2.The Contractor is Required to Secure Appropriate Permits From Town Front 30' DESIGN DATA VARIANCES Agencies For Construction Defined by Ibis Play Side 15' 3.Wherever sewer Lines Must Cross water Lines Be&Lines Rear 15' 3 Bedrooms Total 1)310 CMR 15.211(1)setback to Cellar wall Be Constructed of Class 150 Pressure Pipe Supply �hall be Water Tested to 330 Gallons Per Day 29 Required Assure watertightness.In General,water Lines Shall be Constructed in :. 18'Provided Coordination With Hyamus water,and shall be in Accordance SEPTIC TANK 2)Code Of The Town Of Barnstable Chapter 3WI Location Of Components with Respect To water Bodies with 2A8 CM1t I.00-7.00&310 CMR I5.00. OVERLAY DISTRICT: I Required 4.A Minimum of9-of Cover is Required for All Components. 2 Compartment Tank Required Septic Tarok&Pump Chamber 75'Provided 5.All Structures Buried Three Feet or More or Subject AP - Aquifer Protection District 1 st Compartment Requires 330 GPD x 200%=660 GPD to Vehiailar Traffic to be H-20 Loading.It is the Bagineees RPOD - Resource Protection Overlay.District 2ad Compartment Rephes330GPD Recommendation that H2O Always beUsed.Atkminimumitisthe Use a 2 Compartment 1500 Gal Tank _ Engineers Reoomntendetion that the End ofDriveway be e?r: Permanantly Demarked with a Fence or Shtab Hedge LEACHING AREA 6.Install Watertight Access Rises and Covers to Within 6-of Finished FLOOD ZONE: Grade Over SepticTank Inlet and Outlet,Pump Ctiaiiiber Told,D.Box, Sid GPD/0.74(LIAR)2-1 8 Required and One Leaching Chi milm. Install Access Risers and Cover to Grade Location Map Zone C Bottom a-121 2S'- =14s SF - over Pump Chamber Outlet. 448 SF Area s 12'x 25'=300 SF 7.Septic System to be Installed n Accordance with 310 CMR 15.00& 1 =2,OOOt Community Panel No. 448 SF Total Provided #250001 0006 D 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board ofHealth Regulations ASSESSORS REF: ' July 2, 1992 LEACHING CHAMBER DESIGN 8,AA Piping to be Seb.40 PVC, Map 288 Parcel 126 All Pipes to be Schedule 40.Use 9.D-Box Stroll Have a Minimum Inside Dimension of 12",and a Minimum 2-500(al.Leaching Chambeis in a Sump of 6-. Washed Stone Field as Shown. 10. Septic Tank Shall be a 1,500 Gallon,with 2 Compartments. The First Compartment Shalt Have a Volume ofNot Less Than 660 Gallons and the Second of Not Less than 330 Gallons. The Compartment;Shall be Interconnected by a Minimum 4"0 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. TO S, 11.The utlets Shall Separation La Distance than Liquid Septic Tank Inlets and piQ�. M7/V a Minimum of IV Below the Flow Line.Outlet Tea Shoff Extend Extend Tea Shall 4" AOSE� 22Q" Below the Flow Line,and Shall be E luiped with a Gas Baffle for the Septic NT Tank,and a Department Approved Effluent Filter for the Toni-- 0 SA'S Vent - Final Locatation to be Determined at Time of Installation so as to be as Inconspicuous as Possible TH-2 o e s£o *10 B.F. E 1 .00 F.G. EL. 99.20t F.G. EL. 107.70t 2 Og OS \ See Note 6 (t)p.) /,t1ARO�jU In action FRS F SEE NOTE 8 (TYP.) out TOO\ FL. 10)8 10 0 InstalleU. r To EL. � EL. 105.00 Sn oS Toon Any Prior EL. D-Sox 104.3 1500 Gallon 1000 Gallon Nc \ 2 Compartment Pump Chamber 1% \ Septic Tank EL. 1 Leaching I� (See Note 10) Flow E ulfizers Chamber O / B 704 �. \\ s eqt 00 \[i/ �N(? ��_ - _. __: ,� If Encountered Remove& Replace _r-.- QA- y-�fUnsuWithin c TO' E�' TpO0 T f0' Bedding,'rs, & Baffels ThellOuter+Perimeterrsof The System In O 0? Min. as Per Title 5 (7 Pqn \ 10' Min. Slab tl 98 T '�99 20' Min. Required- Foundation - IS' EL 9zoo 0 ? \ O Provided No Groundwater. See Test Hole 1 S pnc q o o - ,00 o. ;� DEVELOPED PROFILE OF SYSTEM - EL,$& Groundwater '�UMp Cti SFp k O\ o,� nNc .ry s, CA� NOT TO SCALE per T.O.B. Maps it SEE . NOS Y =ty� 40 Me _!�.. wod rod PERC TEST: 13,000 WA MW\ "Odwh�R PERFORMED BY:PETER SUtbIVAN,PE-StILLIVAN ffiQOEiF>YRAiG - ft NEW F•''/ SOILEVAWATORNO.2"6 For WTTNFSSEDBY:DAVIDSTANTON,R.3.-TOWN OFBARNSTABE a JULY 21,2ot0 6 No C NElm To n ft 4"0 Perforated PVC rues Inspection Port W Screw i.WPUM On 17.moo TEST HOLE-I EL.107.5 ..,,,• " Cap Placed Vertically Down Off a nos Into Stone To Soil Below s.■.. a Accessible To Within 3' of oLAYm 4260 Finshed Grade Finish Grade I LOAM 106.0 `. 994 \ \ ' / ..a.n a"I 3' Max. H tAYER Ill 16 YELLOW Min Compacted Fill I 1 S Fr7tri LOAMY SAND 1052 C YPALEoxRWlJ \ I / Fabric VERYPALEBROvni 000 GALLON \ And/err NW.SAND 90 1 I I PUMP CHAMBER SECTION DETAIL 118 - 1/2" PFRCTE r Pea Stone 25<c1ALIAR4IN 8 MIN 13 SEC LEACHING 314' - 1 1/2" 1 PERC RATE<2MRU sIN(LTAR-0.7a1 m NOT TO SCALE CHAMBER Double Washed NOOROUNDwATERENCOUNTERED �p� S`6�O ��' : \ I OF Stone c� B L• 22�F + �' ��PLjN Mgs�9 l TEST HOLE-2 EL.tors t ■, r 4' - 10" 12' otaYER ii. "oes«`d a' cn.. LOAM 1 I 4CUD 8 "r CROSS SECTION OF CHAMBER 06.0 YELLOW NOT TO SCALE CLAYEP tos2 �� I I I SIONAL EN VERY sA BROWN 10,00 GALLON PUMP CHAMBER PLAN VIEW DETAIL 12V 973 NO GROUNDWATER ENCOUNTERED NOT TO SCALE REVISION:Remove Two Family Notation From Design Data DATE: 05 03 11 TITLE.• Site Plan PREPARED BY PREPARED FOR: NOTES: Pauline Pappas 1.) The property line information shown hereon was Proposed Septic Upgrade Sullivan Engineering, Inc. Roxanne P. Salvatore, compiled from available record information. z At PO Box 659 2.) The dwelling location is based on a Mortgage � Osterville, MA 02655 & Daniel A. Salvatote Inspection - NOT an on the ground survey. rn-i 87 Marston Avenue (508)428-3344 (508)428-3115 fax 110 Prine Avenue 3•) The contours shown interpolated from Town Of Barnstable G.I.S. based on an assumed datum. --•�. Marstons Mills, MA 02648 4.) The intention of this plan is for a septic upgrade Barnstable (Hyonnisport) , Mass. only, Draft: JOD 20 0 10 20 40 80 5. This plan is only valid with an original stamp and .y DATE: July 21, 2010 SCALE: 1" = 20' Review: PS r signature. Project: 25038 v ;f ZONE: DIRECTIONS: RF— — SEPTIC NOTES 1 Fr om Hyannis Follow Main Streef fo the West Area min. 87,120 SF (RPOD) End Rotary, and then take Scudder Ave.; At the 1.Location ofutu►aes Shown on This Plan An Approx.At Lent 72Hours FrontsQa (Min) 20' stop sign take a left onto Marston Avenue; Prior to Any Excavation For This Pwje ttheContractorSbAMake ' Width (min) 125 the Required Notification to Dig Safe(1-888-344-7233). Setbac s: Site is on the right, #87. 2.The Contractor is Required to Secure Appropriate Permits From Town Front 30' Side 15' DESIGN DATA VARIANCES 3 Wha a Sewer Lines Must�w This nines Both Lines shall Rear 15' 3 Bedrooms Total 1)310 CMR 15.211(1)Setback to Cellar wall Be Constructed of Class 150 Pressure Pipe and shall be Water Tested to r� tit, 330 Gallons Per Day t8'Required Assure Wa In 2W Required tertightness. Qenerai,Water Lines Shall be Constructed in Coordination Widt Hyamis Water,and Shall be m Accordance SEPTIC TANK 2)Code Of The Town OfBoutable Chapter 360-1 Location Of components With Respect To Water Bodies With 248 CMR 1.00-7.00&310 CUR 15.00. OVERLAY DISTRICT: I00'Required 4.A Minimum of 9"of Cover is Required for Au ComponeoM 2 Compartment Tanis Required Septic Tank&Pump Chamber 75'Provided 5.All Structures Buried Three Fat or More or Subject AP -..Aquifer PI'OteC lion District let compartment Requires 33300 GPD x 200%�660 GPD to Vehicular TYaffic to be H-20 Loading.It is the Bngimeet's RPOD —Resource Protection Overlay District 2nd Compartment Requires 33oGPD RecommendationthatH2O Use a 2 Compartment 1500 Gal Tank Always be of a mini it is the Engineers Recommendation that the Bud of Driveway eway be Permanantly Demarked with a Fence or Shrub Hedge. LEACHING AREA 6.install Watertight Ace=Risers and Covers to Within 6"of Finished FLOOD ZONE. 330 GPD/0.74(LTAR)-446 SF Required Grade Over SepticTank Tnlet and Outlet,Pump Chamberinkx,D-Box, Location Map Sidewall-2(lT+25)x 2'-148 SF and One Leaching Camber. Install Access Risers and Cover to Grade " Zone C Bottom Area-17x 25'-300 SF 1 =z000-+ Community Panel No. 448SFTotalProvided SeptPompChemberOtalle 7.Septic System to he lnstallal in Aomrdanoe With 310 CMR 15.00& 248 CUR 1.00-7.00 Latest Revision and the Town of Barnstable ASSESSORS REF" #2J July Z °992° Board ofHeald►Regulations. LEACHING CHAMBER DESIGN S.All Pik to be sch.40 p"C• Map 288 Parcel 126 All Pipes to be Schedule 40.Use 9.D-Box Shall Have a Minimum In"Dimension of Ir,and a Minimum 2-500 Gal.Leaching Chambers in a Sump of e. Washed Stone Field as Shown. 10.Septic Tank Shall be a 1,5W Gallon,with 2 Compartments. The First Compartment Shall have a Vohmte ofNot Less Than 660 Gallons and the Second of Not Less than 330 Gallons. The Compmtanema Shall be Interconnected by a Minimum 4"0 Vented Invested U-Shaped Pipe with a Gas Baffle on the Outlet. Between the Septic Tank Weft and 70' S, I l.The Separation Outlets Shall be No Less than the Liquid Depth Not Tess Shall Extend 4W 67 a Minimum of 10"Below the Now Linc.Outlet Tees Shall Extend 14" Below the Flow Line,and shall be Bquiped With a On Baffle for the Septic NT ARO ? p DO, F T A auk,and a Department Approved Effluent Filter Earths Task. OS —1 Vent - Final Locatation to be Determined of Time of Installation so R -2 as to be as Inconspicuous as Possible TH �`e SFO r10)) B.F. E. 1 . 0 F.G. EL. 99.201 7 1 ^ F.G. EL. 107.70t 2 Og O6+\ See Note 6 (t)p.) Inspection /egE`N U SEE NOTE 8 (TYP.) Port 700 FZ. rEL. .60' 70 11 70er To Ed EM EL. 105.00 x/STj s To Any Work PriorEL 1500 Gallon 1000 Gallon 0-Box f04.3 Nc \ 2 Compartment Pump Chamber Septic Tank EL. 4 Le (See Note 10) Flow Eqqui--liz-eers Chamber 704 \ suT� 00 _ F Cci, .,. v_ ,:_ /f Fh-ountered R,emove'& R la �i o -7O, f�• ;'9R/r -~ Ali Unsuitable Soils Within 5' of �• 00 7 10' Bedding ," T s, & 'Baffels The Outer Perimeter of The System Zo P /k ° 02 Min. as Per Title 5 'v 4 n� `� 10' Mtn. - Slab 98 92 20' Min. Required- Foundation - 18' EL. 97.00 No Groundwater O \ , O Provided See Test Hole 1 ,� DEVELOPED PROFILE OF SYSTEM - EL. 88.00 p D 4Nk (� 10p h Estimated T.O.B. Maps Per \ Utiio y SFp �SFR �NG �' N, NOT TO SCALE Awr cCA C— NOS a -C\ rc/ �o a are cL ",.e ewd PERC TEST: 13,000 p�s."�'Meeot� PERFORMED BY.PETER SULLIVAN,PE-SULLIVAN ENGRMMRM FX/SnNG A,p°�j0 «° » a" WfrNPSSEDBY: .2376 DAVIDSTAMMR.SSOMEVALVATORNOTOWNOFBARNSfABLE 1ULY 21.2D10 4a4No co, r F - I rc_ 4»0 Perforated PVC Inspection Port W/Screw too Cap Placed Vertically Down TEST HOLE-1 EL Inns - 9682 ME Into Stone To Soli Below M. «Bra Accessible To Within 3" of OLATER ,•rrr Finshed Grade Finish Grade LOAM 106.0 3' Max. B _YffiJ.OW 6 4WW 9" Min Compacted Fill Filter LA"RI UID toss 1000 GALLON — c�""�`°ROW � 5fa" Fabric vERYFALEsxowN O 90 \ 1/8"— 112» WW.SAND PERC!0F 1 PUMP CHAMBER SECTION DETAIL Pea Stone 25 GALLONS IN8 MEN 13SW ' PERC RATE<2 bMM(LTAR-0,74) ``-s��� 0 I l NOT TO SCALE LEACHING 3/4" - 1 t/2" 1 s7s F jj 1 I CHAMBER Do OF uble Washed NOGROUNDWATERENCOUNTERED `S61'���� ` J ` t ��tH MgsS�C Stone Z r o� tiG TEST HOLE-2 Iva- �� O 4 ' �S 4' - 10" EL 107s ' s �S9Q to - s Mara T. 12' OLAYER CO- U��� �� •-r �4.a-Cft. z CROSS SECTION OF CHAMBER �°" la6.e 0A, I ST E ��� YE11OW FSS/ONALti ze r-. NOT TO SCALE CLA sR�1mR7n 1052 VERY PALE BROWN � is MED.SAND 1000 GALLON PUMP CHAMBER PLAN VIEW DETAIL tw4 "s NOOROUNDWATER ENCOUNTERED NOT TO S',%ALE REWSION:Remove Two Family Notation From Desi n Data DATE. 051031111 7777-E: Site Pla n PREPARED BY,' PREPARED FOR: NOTES. Pauline Pappas, 1.) The property line information shown hereon was Proposed Septic Upgrade Sullivan Engineering, Inc. Roxanne P. Salvatore, compiled from available record information. _ A j y PO Box 659 Daniel A Salvatore 2') me dwelling location is based on a Mortgage Osterville, MA 02655 Inspection — NOT an on the ground survey. (508)428-3344 (508)428-3115 fax 1 10 Prine Avenue 3.) The contours shown interpolated from Town Of 87 Marston AVenue Barnstable G.I.S. based on an assumed datum. Marstons Mills, MA 02648 4.) The intention of this plan is for a septic upgrade Barnstable (Hyannisport) , Mass. only. Draft: JOD 20 0 10 20 40 80 5. This plan is only valid with an original stamp and DATE: July 21, 2010 SCALE: 1 20' Review: PS 14 signature. Project: 25038