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HomeMy WebLinkAbout0024 LONGBOAT DRIVE - Health 24 LONGBOAT DRIVE Centerville A = 193 — 149 ti i SMEAD No. H1630R UPC 10259 smead.com • Made in USA JI�OS m t • TOWN OF BAR�NSTABLE , OCATION o"Z4� 1.0nc4&rt4 a SEWAGE# O�`r I 04 VILLAGE G2nleJ'V i Ile ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. C VpRW'JQ, g2ri_,M L uc . SOKK 77 ? SEPTIC TANK CAPACITY LEACHING FACILITY.(type) oZ! Ga 1 r-1-4 (size) /d,k K -CV NO.OF BEDROOMS S 3 OWNER D�a✓)d llloC,p &, PERMITS DATE: a- 9L a 0 COMPLIANCE DATE: d5 / a. Separation Distance Between the: Ab _� E/KAJ/D�r,/Cc{ is 7 Maximum Adjusted Groundwater Table to the Bottom of leaching Facility >5 6" Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) ✓V A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) �Xl1,4 Feet FURNISHED BY CAPGw_x0e ErJT0.1P 1 te-c, LL.Z A B - r O ® A-a=R+.3 3—a=4-3.4' A-3-75,3 13 3-Ida o 75- 13—6,= 3 N..20 I — oy! Fee1(010 / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1/ s: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Ye' 4plitatiou for Misposal *pstem Construction permit Application for a Permit to Construct( ) Repair()� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.�4 LCA� y+}�C'D13 _ Owner's Name,Address,and Tel.No. DAuib Assessor's Map/Parcel P7, <�C� Lo t A)IC6t_C 4 T V 15- 'ti19C CE, Installer's Name,Address,and T 1 Designer's Name,Address,and Tel.No. 502 6P 3—037 C-WTd S, LC.G ZlC, 1 1N Gwut�& (W C_ 153 utr! C , lkt Z L " Type of Building: Dwelling No.of Bedrooms Lot Size (�i9 TS I sq.ft. Garbage Grinder( ) Other Type of Building p-E�( Z S -No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �f�' (� gpd Design flow provided 3�� gpd Plan Date .2 -X I off C7 Number of sheets Revision Date Title oL Lom6z 3bA-T I)ktuE- OL=xfl utc C Size of Septic Tank It 000 (2(CC O 6J Type of S.A.S. 60 Description of Soil /-1 EM [LZE So J l^� �_,C>°> l�( 4k Nature of Repairs or Alterations(Answer when applicable) 11 S6:- l 600 CZPkjCYj SMIC. l �c.72�2.t2ta�b r✓1� B� � � G� �-ra tv L 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. t Signed Date Application Approved by Date Application Disapproved Date for the following reasons Permit No. Z61 L-1 — 0!{S Date Issued 2/7-i I Z otg No.�;,,_) L'— Dy Fee'%)_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplicatlon for -MI8tlosal 6pBtem ConBtrULtlon Permit Application for a Permit to Construct( ) Repair()� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 24 L.0j%&0r-r Dk _ Owner's Name,Address,and Tel.No. Assessor'sMap/Pazcel 123 4cl (�AlJt_1� Installer's Name,Address,and T 1.No. 02-L j-n Designer's Name,Address,and Tel.No. .5&C7 3—0 3-r-7 L°�1�CtaXOC EtJt��Q.l_S� k,G �'L 1�IN��CQ-fir- I I.J G C— , kA Type of Building: Dwelling No.of Bedrooms Lot Size (2 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) x - Other Fixtures Design Flow(min.required) 3.0 gpd Design flow provided 349,� gpd Plan Date C Number of sheets ( Revision Date Title ,14 C-01J&BtAM Dill) 0EX MgQ )r( Lf;; Size of Septic Tank pD 6dC_C.o 6J Type of S.A.S. C(L2 /mac l¢fac 4A4tK04y� Description of Soil <[ i Nature of Repairs or Alterations(Answer when applicable) U 56:- 1 [)4)c) Gam_!CA/5�nt��kA" 7 NF�A) t4-cQa p Rax T7,� 2. S o o 4f-LC 0H i 0 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. Signed Date '.2 Date Application Approved by u Application Disapproved b Date for the following reasons Permit No. 70 1 Ll — O 1-/S Date Issued Z 12 r 1 q 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 (2A P ru-m>i5F Fu7M2 IPd 1<Z'5� U-C. at aq L() �C- 7g()4;!r ]b I GL has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2biti- oNS dated 2 '2.1)ZO1`I Installer <�Aoc%,L)m4- a1_6:�Q Q(5Z5 (LC_ Designer ,:EC Fes(=[1Jt—GQ kKX:, SIC. #bedrooms 2�1 Approved des! n flow Is c> and 6. The issuance of this permit shall not be/constru as guarantee that the system ;�1\ctio�nays designed. ® U Date Inspector /,� �/ �i' JG%l lire // �--�� _. ---- -- -. -- - - . - _ ------------------------------------------ - No. 701 �I — Ot�,� - _ Fee &Y-) °u THE COMMONWEALTH OF MA&SACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS OispoBal 6pstem Construction 3permlt Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at 02 q ( ,r u 4 j Z)M U L��^� i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 2 l 21 l z•, I U Approved by i . uu 2/26/20'14 0.4:57 5092730367 02802 N iiuvi Town of Barnstable Regulatory Services Thomas F.Geller,Director Public Health Division eo 3 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508.790-6304 Date: 2-'Z 5' y Sewage Permit#e101q'0q 5 Assessor's Map/Parcel 14 3 / Installer&Designer Certification Form Desigiicr: SG E�ginee;i�1�, TAG Installer: Gaeem;Cd� E,nterPcise_5 LLG Address: ,Lyy C(9&dr(�ghw�/ Address: 1 c,.. GQtdc T Easd wcrehary► 11-1,A oz�3$ f�SG-E6 , On a ;I-a 0 iq CNIQ;oDsE -Resw CLCwas issued a permit to install a (date) (installer) septic system at 2-1 L6n.,66a4 Dri lie- based on a design drawn by (address) L Cngtneercn� , TAG, dated FebtUory 21i 2oiy (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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if re q ' nspected and the soils were found satisfactory. '"°Fw�s,� .lOHM L, —� CML:f:C,'ILL i CIVIL ( s aller's Slgna ure) No 0357 rye,, AW esiiner's Signatur (Affi) esi er s Wmp Here) PLI'ASE RETURN O BARNSTABLE PUBLIC HEALTI DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT RE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARF RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ianus\designeieuilifiumion I'unn.due $G`j COMMONWEALTH OF MASSACHUSETTS ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTA—PR;O'E_-,l7rO, Y V Yr.�p, Y� t s DEC 0 3 2002 TOWN OF BARNSTABLE HEALTH DEPT. TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 24 Long Boat Centerville l i Owner's Name: Mr.Dunton �. I Owner's Address: Date of Inspection:9/19/02 Name of Inspector: Timothy Lovell Company Name:Accurate Inspections Mailing Address: 550 Willow Street W.Yarmouth,MA. MAP Telephone Number:508-771-3700 PARCEL 1 CERTIFICATION STATEMENT LOT I certify that I have personally inspected the sewage disposal system at this address and that tW 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: X_Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature Date:9/19/02 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the. DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. 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. Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:24 Long Boat Centerville Owner: Mr.Dunton Date of Inspection:9/19/02 Inspection Summary: Cheek A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _X 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: _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. _N/A 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 infiltration 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. ND explain: _N/A 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: N/A_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: Page 3 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 24 Long Boat Centerville Owner: Mr.Dunton Date of Inspection: 9/19/02 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: _N/A_Cesspool or privy is within 50 feet of surface water N/A Cesspool or privy is within 50 feet of a bordering vegetated wetland or a 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: _n/a 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. _n/a The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _n/a The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _n/a_ 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: Page 4 of 11 i OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) I \ Property Address: 24 Long Boat Centerville Owner:Mr.Dunton Date of Inspection: 9/19/02 System Failure Criteria applicable to all systems: You must indicate`yes"or"no"to each of the following for all inspections: Yes No _x_Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _x Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool —x_Liquid depth in cesspool is less than 6"below invert or available volume is less than'h day flow _x_Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped _x_Any portion of the SAS,cesspool or privy is below high ground water elevation. _x_Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. T _x_Any portion of a cesspool or privy is within a Zone 1 of a public well. _x_Any portion of a cesspool or privy is within 50 feet of a private water supply well. _x 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 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.] ___No_(Yes/No)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: N/A To be considered a large system the system must.serve 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 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. Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 24 Long Boat Centerville Owner: Mr.Dunton Date of Inspection: 9/19/02 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No _x Pumping information was provided by the owner,occupant,or Board of Health x Were any of the system components pumped out in the previous two weeks? _x _Has the system received normal flows in the previous two-week period? x Have large volumes of water been introduced to the system recently or as part of this inspection? _x _Were as built plans of the system obtained and examined?(If they were not available note as N/A) _x _Was the facility or dwelling inspected for signs of sewage back up? _x _Was the site inspected for signs of break out? x _Were all system components,excluding the SAS,located on site? x _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? _x _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: Yes no _x _Existing information.For example,a plan at the Board of Health. _x _Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is un_acceptable) [310 CMR15.302(3)(b)] Page 6 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address:24 Long Boat Centerville Owner:Mr.Dunton Date of Inspection:9/19/02 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:_0 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):_n/a Seasonal use: (yes or no):_no_ Water meter readings,if available(last 2 years usage(gpd): Sump pump(yes or no):_no_ Last date of occupancy:_June 02 COMMERCIALANDUSTRIAL n/a Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgfl,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: since system was in stalled Was system pumped as part of the inspection(yes or no):_no_ If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: 5/5n8 Were sewage odors detected when arriving at the site(yes or no):_no_ Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:24 Long Boat Centerville Owner:Mr.Dunton Date of Inspection:9/19/02 BUILDING SEWER(locate on site plan) Depth below grade:—2' Materials of construction:_cast iron _x_40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): No evidence of leakage,venting ok,Joints look fine SEPTIC TANK:_X (locate on site plan) Depth below grade:_1' Material of construction:_x_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: 1000 Gallon Tank Sludge depth: 4" Distance from top of sludge to bottom of outlet tee or baffle:—2'8" Scum thickness:_8" Distance from top of scum to top of outlet tee or baffle:_4" Distance from bottom of scum to bottom of outlet tee or baffle:_14" How were dimensions determined: in the field tape measurements_ Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Pumping should be done now and be on a Maintenance schedule,tees are in place no evidence of leakage,liquid levels are at invert out. GREASE TRAP: n/a (locate on site plan) 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.): Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 24 Long Boat Centerville Owner: Mr.Dunton Date of Inspection:9/19/02 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: X (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert:_0"_ Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): No evidence of solid ca over over Liquid level at invert out,no evidence of leakage,box looks level PUMP CHAMBER:—a/a—(locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:24 Long Boat Centerville Owner: Mr.Dunton Date of Inspection:9/19/02 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Type _x_Leaching pits,number:—I— Leaching chambers,number: 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.): 1000Gallon leaching pit with 2' stone no evidence of hydraulic failure, 3'below invert in scum line indicates has been 2'below invert,vegetation normal,no damp soil, 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.): i Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 24 Long Boat Centerville Owner:Mr.Denton Date of Inspection:9/19/02 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch 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. Back of Home Deck qf'8` ..........: yv Z!b `ram. Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 24 Long Boat Centerville Owner:Mr.Dunton Date of Inspection:9/19/02 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water_30'_feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: _x_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) _x Accessed USGS database-explain: You must describe how you established the high ground water elevation: Observe property next door big kettle hole 20+ft deep below pit no ground water,test holes done in 78 show no water at 12' FPPP_- r. 193_IA1g_ 00 THE COMMONWEALTH OF MASSACHUSETTS BOAR® F HEALTH ............................................. !(14 VAration for DhipusFal Works Tonstrurtion Virmit Application is hereby made for a Permit to Construct or Repair ( ) an In,"tibdual Sewage Disposal System at: g P cation-Address - ................................... .... !� •---''�-�' .{ .._ ' c<5 .................. ...`? - "__.��?�...��r `;� ......... Owner '.. e Installer I ....... -----... Type of Buildin Address yP � Size Lot_14,t.kZ�......Sq. feet ., Dwelling No. of Bedrooms.............. _...Expansion Attic f!/a Garbage Grinder (�f -------------- a Other—T pe of Building if ••.-- p .3................... Showers (rSt) — Cafeteria __._ No. of persons O her fixtures = -------------•--------•---------•------•--••.........-----•••---• W Design Flow..... ...................116.........gallons per person per day. Total daily flow................_ __ .............gallons. 9 Septic Tank— iquid capacity!AOG gallons Length................ Width..............:. Diameter--.__._--__-... Depth................. w Disposal Trench —No..—_:_ ....... Widt _ •: Total Length-.—Total leac -•_••____ ..._sq. ft. ' Seepage Pit N _______-I.......... Diameter...._......... Depth below inlet...... Total leaching areaslp�_.:_.sq. ft. - Zv, Other Distributi n box ( ) Dosing tank aPercolation Tesi Results Performed by--------.z'g' �__ C1!li9r.........r.................... Date....!'� ' !C ,.-a Test Pit N . I...... __...minutes per inch Depth of Test Pit.....1.3........ Depth to ground water..101_._.if;V< ,v-14eC/- f� Test Pit N . 2..............._minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ri Description of Soil...._____. A-6K, S<!6'�S-rz'c•_ _--•--------------------------------------- •------- •............... •----------- •--------- W -----------------------------•-•----------...-•---•------------ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... .-------•-------••---------•----------•-----------------••-----....-----•-•--------------------------•------•----------•---------------------------•--•-..._._......-••- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIll U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by t e board of health. Sig ---•• I />7 •------•---------------•------ X �---------•- Date Application Approved By........ d�L�l/� ..................... --_ Application Disapproved for the following reasons:........................:.... ---•-----•-----•••-•----•••-----••-•--•------•••-•--••----•--•Date••-••--- .............................................................................---------•-•-•---•----•---•-••---•---•---•---•--------••---•---••--•••-----•---••---•-•-•-•---••-•--- ••-•------ Date PermitNo......................................................... Issued....................................................... Date 67vto+ THE COMMONWEALTH OF MASSACHUSETTS BOARD E HEALTH a . .........4. ......OF...........:..� ......................................................... Apliration for Dispaii al Works Tonotrurtion hermit Application is hereby made for a Permit,to Construct i(v"f or Repair ( ) an Individual Sewage Disposal System at: ........................................................ ..:----- --•••-•. •-----•-•-•------...-••---....•-••------------•-•-•-_.--. ocation- ddress Lot Note ............................. .......................................... .......... ...... f------- --- --- nstaller Address j d Type of Building Size .......Sq. feet U Dwelling—I qo. of Bedrooms...._='____,..............................Expansion Attic (i Garbage Grinder (" Other—Tyf e of Building zz �........... No. of ersons_._.:�................... Showers — Cafeteria a _ Otter fixtures -------------------------------------------------------------------------------------------------•------------------------------•-------•------__--- ell Design Flow........................._�� ......____gallons per person per day. Total daily flow................��'.�_-3__...%____._..._____gallons. W400 1:4. Septic Tank—L iquid capacitv_........._.gall gth________________ W ____ Diameter.____._ ___.n .. _.____._._.. W Disposal Trench N�. _______ W> t Total Lengt ..e Total.4eachf ar :sq. ft. x d ' Seepage Pit No____________________ Diameter __.....__.._.._._. Depth below inlet....__._........... Total leaching areal ............sq. ft. �42 Other Distributioa box ( ) Dosing tank 4 Percolation Test Results Performed bY........_________________ ______.__._...._____._____.____ Date___ aTest Pit No. 1....2P.......minutes per inch Depth of Test Pit.___L_3_________ Depth t'o ground water_----------___ (� Test Pit No 2................minutes per inch, Depth ;of Test Pit.................... Depth`to ground water------- ................ O Description,.of Scil_.�;__ __________ _ ....... S'U.� -.` .. -.�--- ---------- = d� j +J ----------------------------------------------------------------------•-••------------------------------••------------------ W •,•-- U Nature of Repaii s or Alterations—Answer when applicable------------------... _. ...______ ______________________ ............... . ---•-------•--------•-••-•---------•-••-•--•••------------•-•-•-•--•---•----•----------------l-•-- -•----------••••--•----------•-•--••-• ----•-••--•-•-•••-•-•-•-••---•------------._.......__. ' Agreement: The unders gned agrees-to install .the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL ''5 of the State Sanitary Code— The undersigned-,further{aIgrees not to place the system in operation until a Certificate of Compliance has been issued by.,he'board of health. Application ApF roved BY--- --......----- ...........................................�"...� ---,. =-��"'.....�-- ........... ..... Date Application Disapproved for the following reasons:--•--------------------•----•-------•---------------------------------------------------------------------•-•--- ............................••----------------•-----•-•---•--•-•---••--••------•--•-•----•••-----•---••---•-= •--•--------•-------------------•-•------••-••-••--•-------------•--•-••--•---...._..._ Date Permit No.__.___._..::_: i Issued ........................... Date THE COMMONWEALTH OF MASSACHUSETTS"" BOARD'. F HEALTH .........r ......OF.... ..................................................................... Trrtif f 4tae of Tompliana f TH r IS OTC IFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by X=jv.-• :.................. --• - ................................................................................... er has been install d in accordance with the provisions ` of The State Sanitary Code as *r�i eq in the application for isposal Works Construction Permit ...._ _______ ______________________ ` .............................. THE ISSUANCE OF T141S,_CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILI, FUNCTION SATISFACTORY. DATE............ ... .............................. Inspector------------------------------------- .............................................. THE COMMONWEALTH OF MASSACHUETTS BOARD HEALTH OF............. .................................. No................ �..^. .......... N Mop orko4 aotr tt%rufit Per iss s hereby gr nted ---- ........................ to r ( !J r it a Indio eve age tern ,/i +� -' r Street ----- Date ! � as shown on th application for Disposal Works Construction mrt d_______________________________:___._.._. ,. 9 ------- ----........................... -- --•--------•--------•--------- Board of.Hea DATE.............. ....... -----•••-----••............................. FORM 1255 HO BS & WARREN. INC.. PUBLISHERS ' Town of Barnstable P as Department of Regulatory Services Public Health Di nnrwareer� V➢Si(DI! Date M A0.S 1639• ��� 200 Main Street,H anuis MA 02601 jq Date Scl duled Tfine Fee Pd. hV Soil Suitability Assessmentfor Sew ®s Performe By:_ llG�GPi� �l(Ylt tl te� E L 1 C S C Witnessed By: Location ddress LOCATION& GENERAL MORMATION Owner's Name �A VI D £ V l Co c c.e 64C u r� e 7_69Y«L4:f— Address �� L®AA5 7 Dj2 .GEN fG;CL Assessor' Map/Parcel: —t 3/ / Engineer's NamePEw�rt)� NEW COr ISTRUCTION REPAIR Telephone# 5'02 ct7 77 3c EnJcmee:in5 2C-�06;w•nA - Sob-273-0377 Land Use t C�WP.IIt� Slopes(%) �'to 'O Surface Stones A Distances rom: Open Water Body 4 t56 ft Possible Wet_Area >t5p >15G ft Drinking Water Well ft Drainage Way IG f[ Property Line 1> iD ft Other ft SIMT TI:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands fit proximity to holes) See a4act-4-d. e 1 w, N --1 1 Parent male (�t)TWAS{{al(geologic) Depth to Bedrock Depth to O uudwater. Standing Water in Hole: i5b Weeping from Plt Place Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TA B L E Method Use : 0tR-Cu 0tiSE9_v4ri6M D pth Observed standing in obs.hole: i5(o In, Deptlt to soil inottles: > t Sfo ln. D pth to weeping from side of obs.hole: > ►5fo_�____._ __ (1L Groundwater AdJustment ft. Index Well# Reading Date: Index Wcll-vc! W Ad$far_tor___,,_P9__Adj.urt�utle!w!tter 1_t vol PERCOLATION TEST Date z Zo la Tim, it:zo Observation Hole# Time at h" ^ Depth of Pe s��` Time at V ^ Start Pre-soal Time @ Time(9"-6") End Pre-soak L ZtV\Q1 _ Rate Min./Inc h Site Suitabilitv Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) N Original: PuL lie Health Division Observation Hole Data To Be Completed on Back----------- 4'"If Percolation test is to be conducted within 100' of wetland,you must first notify the Parnstsab a Conservation Division at least one(1) Week prior to beginning. l (,G Q:\sErrlc\P tRCroRM.DOC DEEP—OBSERVATION HOLE LOG Dale# t Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. onsistency,%Gravel) 6—t2 17'0 Ale Loam? 5Arjo to.Y2 317z V4 G,o" S4uP t 6 yIQ '5l(� _ -- '_t�t� C vww�o._�t sAur, -2 DEEP OBSERVATION HOLE LOG Mole# z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten `Yo ravel z�-moo' B �vA�►� st�v Is Ye fog- 15to a Ma.—F'W C'5 A MD DEEP OBSERVATION BOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(iu_) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.To Gravel) DEEP OBSERVATION DOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency. a a Flood Insurance hate Map: Above 500 year.flood boundary No_ Yes __ Within 500 year boundary No Yes Within 100 year flood boundary No 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? _— If not,what is the depth of naturally occurring pervious material? Certification I certify that on /e-17- 9.9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and xperie described in10 CIvIR 15.017. Signature Date 2-2Q-1 y Q-. EPTIC\PFRCPORM.DOC ram- --d`OCo Tow ANSTABLE LO&ATION f-b.9 SEWAGE # Vu.LAGE �r„�v-/�� ASSESSOR'S MAP & LOT l kt�lplc,crs JI��NAME&PHONE NO. dd ew/k Y-As e-fV4s SEPTIC TANK CAPACITY leeej LEACHING FACILITY: (type) e4G4reo a, (size) /000 NO. OF BEDROOMS-2 ptMM9ROR-OWNER 012. /71,n 1c,"? PERMITDATE: CGMRL) — 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 n ,� ��, R" 9/� � � -- + KI �Ja(1 i • h�., , ,8� F �t1 Q}�1 �o a�7 �1 _w..�- .. _ _ — —, _ ____,__ __� __ ..__ ____ —_ LOCATION SEWAGE PERMIT NO. V�llLADE (2z.v"")-an u;f.ZE. /9.3 I' INSTA LLER'S NAME & ADDRESS B UILDE R OR OWNER Z-K 2£.4t77' ecam£KUytL DATE PERMIT ISSUED DATE COMPLIANCE ISSUED -�c)-7f i 1 b 1 /� +� � j a .�"1 A rr �� e LOCAT10 SEWA E PERMIT NO. 11LLAGE I N S T LER'S NAM is ADDRESS BUILDER OR OWNER e DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �14� f���� 104� t 1 P T�J � i Q NoTF.' /3.M /S Co•G'•,R TEST PiT1 AP-z O L©,qr1 SvB.15,40/11 tv, L © T r.,y �.•' ` i5 } �ikTK`d 1\0 ' �. L�RT�/� �. : ' . .. Y { { 4 s7 - ' 4 /Vo PV,-97 e'�t/cauvT�I.eEO r 3 TE 5 77 PEP •TO'h//�/ C'O�DS G DF9TE �� lr . - - . �9PR/L z, /978 , f i • � ��1 �' S CFI L E .. /�.,rt_ 3 • ' 7-o W N A' VA ! 4. R Z3 L /A/S P. loleRFlY a, + M %A./ r'1 U/"1 `ti '3Ul,L D JNG SETB'AC'lk� REE.0)U/2EMENTS' D l VEW -? ; 's /G7T ?'tc� Z3E• �.�-0CF� TEZ� 7� R� ,O � OSED � EDi�'UOM�' 3 OVE .e S ?! % i9�' E.. SyS -rE/"7, .` UNL,E. S'S DESIGN. FLot✓.�30F�L D�Iy H- Z O D /!-( ,L Q ,43.D/A/C. 16P;e U PO 5E D L E H e N ./9;E Eft 2 0 0 ' SEPTie .�, i-a�' -TE•/"I CONS-rR.Ua -r o L PERCOLAT/ON T'EsT C O/,//-o EN V/.9 O AIM E A•47'yo9 � �ES(JLTs C Z /� N� /�/e N 00 D D. 7'uLY /`.,/9' 7 AND Tol.✓N bv=- '7 .di9Rn/s�'.4,8LEF-�.LTH 'EGULATiONS• S/1.L ELEV. TO BE ~F 7 T. F3�3 0 V e t� y R F / 2 % Mint, F/NISh/ED t TO P OFX/5 ,f ,R k, GeF�DE• „Al30VE L-EAeH n FO UNTAA'l-/ 7N R/r�.��;� 9 /t/ C7 t H 2EA° s ✓ S l�!R.Nf�lO.L Eye Co✓ER2 Ira EXTEAID 70 TO pQE.�/ENT• F/n/ES .•�. .='/Q ,,, In/17'`H/N l' OF F/N. /SHED G '"QDE P o1-7 //V // ,�.,:i NCB /MUMz'' o% /,.'TO�.: x , m 24"C'C�VER5 . a/sT 8•f' C0V_,e' b✓,95f/ED STONE 80�C V 2/."N/TEE ALRc. i9 e0 cJND 9RRM/N -'ate- �' on " "M N• a '¢ D!/A. WATER ., o�'��� , P/ /'?/itl: I-'/Tc /Foor Z,. M.Int. P,TTCf/ ;� �O®O ¢ -/�a • tQOT '¢ /,4 GH�-L oN wHsH E D _Y _ M!N E " GA/. L U //V ICE le�' = v { /MVE �„.. SEPT/12 Ti9/v,K.� 70,0Y /2 M/N V R'r NSF-�r2$FaGE GR/NDEMFaX � F ' 1 '1 ( _ -Y--Gk?OUND� '!�/f97E',2 E'LEV. 1 ��P SN OF L C� C A T / RONALD s C F� L E DFQTE: �1�9y z, /9�8. GFFORR a , E FIE,e E/�/ E z• t. _`/ L Q T N0.603 D �'. O N A E .C R D .E D I I STom'8LE DEEZvs � O/V L .4n/D c• v/f'T �?L�N 38. SoTB %� . SEPTIC Tf� n/K Tp. 23E /-3 M/ti/- f /o" Fc� T. �/ o M • u iv �- f7, '.' T/ O N F� A-!D 7�' I T S . P PEST RL /vG ITS Ta BE � r7/N_ (,/7 /i1�. } S C E 12 T/ F T f/r9 T T H e lJ'! L A/ /�/G /�\..w of Mq ,L/ n.(E'S n/ DPT/C' TA /�/,� $/y O h/ N O N �;TAN /,S`. �' F3/•J /'S L"O G'�/� ` � ;�9 n/D 2 0' F O/"1 F`.C7 CJ N D I7 7 GEORGE t tiN I ©!-/ THE Q. Q tJ N D _ o 'ow,1R. — — =- -- — -- — — — -- I /9/Q D T P'7/ :0 /F (� 'J�-/ �, .; a ti DATE T/ 7-4 E TO THE U/. '�- 1.0 Q/ssE�`�" M E NT.S o 7'f� T h%N coF �q,BL SURVE _ D,4�7 8 ofa Rep aF H E�7 TN ZSf�T'E :" 'EG,. RL N .S u v 4E 0 f/PP90VED F3 G E n1 T - _-- - _ ..-_..._.__._._� T.O.F. EL.- 105.4 ± FINISH GRADE OVER D-BOX - 88.0 ± PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE F 1�I F R A 1 1�I OTF S _ FINISH GRADE OVER CHAMBERS = 86,2' - 88.0' °w ' ! l�A-�lL !\I " ! SLOPE 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED i � PROVIDE EXTENSION RISER @ STONE TO CROWN OF PIPE 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ` WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 0 2" OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHEDMIN SLOPE 1 /o BOX TO F.G. (SEE NOTE#21) @ FND. EL.= 103.0'± F.G. OVER TANK EL. = 102.0 ± - 5" DIA. OUTLET(S) _ STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE \ 1 ----- -- - - DESIGN ENGINEER. i TOP OF SAS = 82.00' PLACE RISERS ON ALL 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROPOSED 4" 5.60' MAX. 6.00' MAX. CHAMBERS WITH EXISTING 4" SEE NOTE#22 81 .00' SEE NOTE#22 , INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. PVC SEWER PIPE � 4" PVC TEE FINISHED GRADE SEWER PIPE jj , BREAKOUT EL= 81 .50 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN r1, I.� 3" DROP MAX _ ELEVATION = 81.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 6 3 2" DROP MIN V14" \_*99.81 LOPE@ 1% L - 49± 111_ PROVIDE WATERTIGHT 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 4" PVC IN JOINTS TYP. ��P o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 11SEPTIC TANK 4' PVC OUT TO 0 0 0 O 0 0 0 0 0 O 0 �� II 10 0 0 pp 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. LEACHING FACILITY o p CONTRACTOR TO PROVIDE • pp 0 0 SPECIFIED DROP BETWEEN 12" 6" o00 00 = 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL OUTLET TEE 81 .40' MIN. 81 .23' 2' o 00 0 op 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK SHALL VERIFY SIZE 48 VERIFY CONDITION OF IS AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE o 0 0 0 0000 oopo oo� FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o AND DESIGN ENGINEER. TANK NECESSARY COMPACTED BASE 5 4.0 -8 5' (TYP) -I 4.0' 4 0' 4 83 4 0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK#1 ELEVATION OUTLET DISTRIBUTION BOX ' (TYP ) OF 97.58' ESTABLISHED ON CORNER OF PAVED DRIVEWAY AS SHOWN ON PLAN. TO BE INSTALLED ON A LEVEL STABLE 25.0 BENCHMARK#2 ELEVATION OF 106.47' ESTABLISHED ON SILL OF SLIDING DOOR AS BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV= < 74.00' EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 79.00 12.83, SHOWN ON PLAN 2 - 500 GALLON H-20 CHAMBERS 5' MIN- CHAMBER END VIEW 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION CROSS SECTION VIEW TYPICAL CHAMBER PROFILE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT SEPTIC TANK PROFILE H20 DID � ���u rION BOX DETAIL H-20 CHAMBER DETAILS 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES - *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR TO THE DESIGN ENGINEER. NOT TO SCALE NOT TO SCALE NOT TO SCALE TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. TEST PIT DATA1 . ALL SWING-TIES PLAN 10. NO DEOTERM NATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING WATERTIGHT. i ... ... ` ,� SCALE: 1" = 20� "_ ° PERC NO. 14295 REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM SWING-TIES ,� # APPROPRIATE AUTHORITY. `. . ' . r # INSPECTOR: Donna Z. Miorandi, IRS HC-1 HC-2 U.P.#84 14"TREE ,,,�/` o ""` .� 3 ._. DESCRIPTION , ( EVALUATOR: Michael Pimentel, EIT, CSE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS ° LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE p/N/� �� �"' ��' � �/ ���� �'-� � °� C.S.E. APPROVAL DATE: Oct. 1999 CORNER OF STONE 1 63.5' 78.1' 31.6' 22.5' DATE: February 20, 2014 O /� �a t THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE (2) 75.6' 89.5' 20.4' 13.9' /Niw v �` 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. TEST PIT#: 1 CORNER OF STONE (3) 86.6' 81.9' 40.6' 13.7' U.P.#84-/ 27' 14" PINE = 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE `� ELEV TOP 87.00' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE (4) 76.3' 69.3' 47.2' 22.4' 3) ` ELEV WATER= < 74.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, . N �, `-} CU LOCUS + FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). (2 PERC RATE _ < 2 min./inch O O3 rn I IS 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN DEPTH OF PERC = 60"- 78" SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. (1 5.0� 4) TEXTURAL CLASS: 1 - ' 16. PROPOSED PROJECT IS LOCATED WITHIN: 2 ASSESSOR'S MAP 193 PARCEL 149 ZONE 2 - OWNER OF RECORD: DAVID R. & NICOLE L. HEGARTY M .... .. `.� r ' 0" 87.00' Q °� "r - Fill a ADDRESS: 24 LONGBOAT DRIVE 12" 86.00' CENTERVILLE, MA 02632 • ` Loamy Sand EE - • ; y�� p • A/E 10Yr 3/2 Op,K STR 60,WIDEI 0O Ilk `" '? x 14 y 24" 85.00' FEMA FLOOD ZONE C TY LAYOVT 06 B Loamy Sand COMMUNITY PANEL# 250001 0015 C (1926 COON 17. DEED REFERENCE: L.C.C. 168193 pAVEN7�'y�- - TREEUN '��H/w * ` # ` •+ O 82.00' E OF-.-- • , , 4. 60" 18. PLAN REFERENCE: L.C. PLAN 38507-B (SHEET 1) 1' TELE. PEDESTAL ' a/H Op' ' .- o { s RIGINAL CONDITION �► 13/ W ' 3- T = �' + i* ' ' �►} „ • O. �* • '� 78" 19. ALL DISTURBED AREAS SHALL BE RESTORED TO O . =9 DECK • �� Q " . . .. ` H/WU,P.#84 HC-2 « •~ • • s • . 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY HC-1 • + « s ■ . FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 14"PINE PROPOSED 4" PVC VENT PIPE; • • « _ • Med. to Fine Sand i 6x2' �$ #24 '' ' • f' • ,' ; . ` ,- . C 2.5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EXACT LOCATION PER OWNER 6-10» 4„ EXISTING 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A _ i 6" x 3-BEDROOM DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A 86 DWELLING REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. PROPOSED 2 -500 GALLON H-20 TOF = 105.4'± LOCUS PLAN TREE (TYP.) i �g0 a' LEACHING CHAMBERS WITH AGGREGATE SLAB -97.9'± 22. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE 9 SCALE: 1" - 1000' APPROVALS ARE REQUESTED FROM 310 CMR 15.221(7): PROPOSED INSPECTION PORT Z 101. (3)12" �s 156" 1 1 74.00' 1.) A 2.6'WAIVER (3.00'-5.60') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. 88�C� i PROPOSED H-20 DISTRIBUTION BOX 10 No Mottling, Weeping or Standing Observed ((2.) (A 3.0'WAIVER 3.00'-6.00') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. ---- - -4' � 6.. 10 - TEST PIT DATA APPROX. LOC. OF EXIST. LEACHING 9P '� DESIGN DATA LEGEND a-1o° f PIT TO BE PUMPED, FILLED WITH 96� 14295 CLEAN COARSE SAND &ABANDONED 12" 12" a NS EC OR: Donna Z Miorandi, RS i _98/ NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pimentel, EIT, CSE DESIGN FLOW 110 GAL/DAY/BEDROOM 50x0 EXISTING SPOT GRADE 100---X� o APPROX. LOC. '� `''15T C.S.E. APPROVAL DATE: Oct. 1999 „�`., x ��, 1 `r TOTAL DESIGN FLOW 330 GAL/DAY February 20, 2014 - 50 - EXISTING CONTOUR rn cA DATE: / �01Z " -102- -� DESIGN FLOW x 200 % = 660 GAL/DAY Benchmark#2 °,�O �r0. -' m TEST PIT#: 2 -� 50 PROPOSED CONTOUR Sliding Door Sill -- X USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 87.00' Elev. = 106.47' / X EXIST. 1,000 GAL. SEPTIC TANK ❑/H/W - EXISTING OVERHEAD WIRES Approx. M.S.L. a 4„� DECK X -0 BE UTILIZED IN THIS DESIGN ELEV WATER= <74.00' °' I 104�6„ #24 W W EXISTING WATER LINE d� ' , PERC RATE _ I Benchmark#1 1 EXISTING �I INSTALL 2 - 500 GAL. H-20 CHAMBERS w/AGGREGATE DEPTH OF PERC = TEST PIT LOCATION Corner Bit. Drive 3-BEDROOM �� Elev. =97.58' DWELLING TEXTURAL CLASS: 1�� MAP 193 SIDEWALL CAPACITY 0 EXISTING 1,000 GALLON SEPTIC TANK Approx. M.S.L. ,--X TOF = 105.4'± SLAB = 97.9± (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PARCEL 150 (25.0'+ 12.83') (2 ) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY 0" 87.00' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE II 104 BOTTOM CAPACITY 12" FlFill86.00' Q PROPOSED H-20 DISTRIBUTION BOX > I \ /MAP 193 (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY A/E Loamy z 10Yr 3/2 d PROPOSED 500 GALLON H-20 LEACHING CHAMBER � o I (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY o PARCEL 149 24' 85.00 o MAP 193 0 Q \� 102_ 16,875 S.F.± B Loamy Sand 0 3 ° l oo TOTALS: 1oYr 5/6 PARCEL 148 rii \ �\ 2 REV. DATE BY APP'D. DESCRIPTION o � _ TOTAL NUMBER OF CHAMBERS 60 82.00 \ s12a51,�2w TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE 3 \ \ -� C34. 4 P v�MEN TOTAL LEACHING CAPACITY 349.4 GAL.JDAY PREPARED FOR: o 96� Med. to Fine Sand CAPEWIDE ENTERPRISES � 94, C 2.5Y 6/6 ! LOCATED AT �o��OEI 24 LONGBOAT DRIVE \R jam._ - LONG NOTES: CENTERVILLE, MA 02632 / lPv PLACED AL NG THE TOP EDGE SCALE: 1 INCH - 20 FT. DATE: FEBRUARY 21, 2014 3 1.) MAGNETIC MARKING TAPE SHALL BEO 156" 74.00' OF EACH SEPTIC SYSTEM COMPONENT. I WA, 0 10 20 40 so FEET o No Mottling, Weeping or Standing Observed e' � as �H of ra s 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF c JOHN L. J�� PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH RESERVED FOR BOARD OF HEALTH USE CH RC ILL JR. JC ENGINEERING, INC. TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL N 41IL 8 2854 CRANBERRY HIGHWAY U.P.#142/1 BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 SITE PLAN 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN THE BARNSTABLE s ° 508.273.0377 WELLHEAD PROTECTION OVERLAY DISTRICT AND THE ESTUARINE SCALE: 1" =20' WATERSHEDS. Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2669