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HomeMy WebLinkAbout0042 COBBLE STONE ROAD - Health -'42:'COBBLESTONE ROAD ° ` Barnstable A = 316 - 055 o e i e o o 0 r No. Fee / BOARD OF HEALTH TOWN OF BARNSTABLE 2pplication _for Yell Construction J)ermit Application is hereby made for a permit to Construct( Alter( ), or Repair( an individual well at: ►a-a Cobble Stone Rd 1Oarn5to*, 3 (v / 055 Location-Address I Assessors Map and Parcel Perard Mode I lar) 4a Cobble Stone Rd, Barmstalole Owner Address Desmond Well Drilling Inc . 5 Ravber Rd - Poaox aie3 Orleans Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4 0t $C H 4-0 PVC Capacity lot epm Purpose of Well D6+ C i rri ggti'gn Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi ca e of Compliance has been issued by the Board of Health. Signe I1 1 Date Application Approved By Date Application Disapproved for the following reasons: q r Date Permit No. w �6 ` (3 Issued l Date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(ielr, Altered( ), or Repaired( ) by Of--mond Well Orlilirlq inc Installer at 41 Cobble stones Rd (3arnsta6le has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. d-�l�' 1 Dated — 3— THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector N ,� o. Fee' BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYication _for Yell ConsAruction Permit Application is hereby made for a permit to Construct Alter( ), or Repair( an individual well at: 4a Cobble Stone fed 3arnstobiC F 3 t (o ! o55 Location-Address Assessors Map and Parcel Perard Modellan 4a Cobble Stone Rd, L-�(jrn5table Owner Address Desmond Well Drilhnv Inc . 5 RavbPr RJ - Pogo)( a183 ()rle' ns � Installer-Driller Address ` ;-,Type of Building Dwelling 1/ Other-Type of Building No. of Persons Type of Well 4 u SC H 4.0 PVC Capacity 10 ± 6pM Purpose of Well —D 6 PAe4c I rri goiiO ) Agreement: ' The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi Cate of Compliance has been issued by the Board of Health. f Signe&M. J.,t' A � Date Application Approved By E Date r Application Disapproved for the following reasons: Date Permit No. d 6 I T 1 _ Issued f Date f' _ ,. __e _ vo m__ e ee —mmeam.,4a--me edome..°°°__4_a=e>o_—_a________________e_eve4e____-._. BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(i< Altered( ), or Repaired( ) by Desmond Well Dri Ili nq Inc, J Installer at 41 Cobble Stone Rd Barnsto6le has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. I-/ 7o17- 3�3 Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector BOARD OF HEALTH TOWN OF BARNSTABLE lVerr ConfStruction Permit f. No. Fee r, Permission is hereby granted to Desmond WO.II Dr i i i i n q to(. ah Installer to Construct(te)' Alter( ), or Repair( an individual well at: / No. '' 44 Cobble StoneStreet R as shown on the application for a Well Construction Permit N !o. / f 3 Dated— Date ( Date f ' ( `/ Y Approved Byy "" YdgC 1 U1 G ' .it ►�i� WkY (�rH�.r.�blC SEWAGE 1! 2DDl j LOCATION j' 1 VII I AGE Dprnsf-A le ASSESSOR'S MAP&LOT-31 SS e INSTALLER'S NAME&PHONE NO. . Lj Nt I � sEmc TANK cAPACrrY'(508 #ql 1 LEACHING FACUXN*(type) 1 U. i i fs (size) 40IC Co NO.OF BEDROOMS B R OWNER Nt1ef tl 1 i BUILDER 0 ' PERMrrDATE: -11 12.L COMPLIANCE DATE:`? 10 2- Separation Distance Between the:' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 0 + 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 i Furnished by ' NOT 7O SCALE s 9 two aueiY . LOCATIONS A. B a o•wx 1 28 ft 30 fr 2 33 ft 33 ft 'ETOm 3" 36 ft 36 ft 4 41 ft 41 ft } 5 73 ft 72 ft EXISTING DWELLING # —J ' Q 1 UI COBBLE STONE ROAD t R i http://issgl2/intranet/propdata/prebuilt.aspx?mappar=316055&seq=1 9/11/2017 TOWN ODF BARNSTABLE LGCATIO?� tom' Af�l� ��Y 1�rom-i&le SEWAGE # 20DI iVU;LAGE ��S�aE' - (ASSESSOR'S RAP & LOT NSTALLER'S NAME&PHONE NO. LJ M 'J f Wr ,-.{SEPTIC TANK CAPACITY t 500 ,v-q/ � P• A LEACHING FACII.ITY: (type) 1 J' 1 f &r5 (size) `-0 F r® NO.OF BEDROOMS BUILDER OR OWNERIZymef k, wyl P� y PERMIT DATE: COMPLIANCE DATE: ` 10 Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility SO + 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 lea.ching facility) Feet Furnished by NOT TO SCALE s y r LEACHING GALLERY LOCATIONS 30 G-Rox 1 28AFt B ` 30 ft SEPTICz 2 33 ft 33 Ft ;' TANK® 3 36 ft 36 ft 4 41 Ft 41 ft 5 73 ft 72 ft A EXISTING s DWELLING # J r O T:-3 U ,I COBBLE STONE ROAD ' lam s�- ( � Gvrk� ww TOWN OF BARNS TABLE - Q c LOCATION SEWAGE #,,001" /6 o.>S VILLAGE ift_ ASSESS R'S MAP & LOT -- INSTALLER'S NAME&PHONE NO. 1 )-4,4/l- M ASEPTIC TANK CAPACITY l6'00 Gil LEACHING FACILITY: (type) K 1AUr'1 h--n P-S' (size) �/—L-) NO. OF BEDROOMS BUILDER OR OWNER �� g PERMITDATE: / 'X COMPLIANCE DATE: U 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 13 bJ� 4 o /. 73 - r de .. t 1 ' f ECOJECH '.)kRGEt Environmental LOTy www.eco-tech.us THIS FORM IS A FACSIMILE OF THE STANDARD SEPTIC INSPECTION FORM ISSUED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION(revised 6/15/2000) TITLE 5 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 11 Coral Way Barnstable RECEIVED Owner's Name: Kenneth and Mariette Murphy Owner's Address: 31 Francine Road Framingham,MA 01701 J A N - 3 2005 Date of Inspection: December 22,2004 TOWN OF BARNSTABLE Name of Inspector: (Please Print) David D. Coughanowr,R.S. HEALTH DEPT. Company Name: Eco-Tech Environmental Mailing Address: 43 Triangle Circle Sandwich,MA 02563 Telephone Number: (508)364-0894 CERTIFICATION STATEMENT: I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the 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: Dec 2 5, Zoo+ 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 Inspector's Note==> A septic system is deemed to pass this Real Estate Transfer Inspection if it does not trigger any of the failure criteria listed below. The septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 INSPECTION SUMMARY: Check A,B,C,D or E/ALWAYS complete all of section D: A] System Passes: Yes 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 5.303 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. Answer yes,no,or not determined(Y,N,or ND). in the_for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not),is structurally unsound,exhibits substantial infiltration or exfiltration, or tank failure is imminent. System will pass inspection if the existing tank is replaced with 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: Observation of sewage backup or breakout or high static water level in the distribution box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of Board of Health). broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced. ND explain The system required pumping more than four 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 2 Page 3 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 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 and 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 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 by 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 3 Page 4 of 11 _ OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 D)System Failure Criteria applicable to all systems: You must indicate either"yes" or"no"to each of the following for all inspections: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. 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 1/2 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 groundwater elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 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 by 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: 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 II 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 CUR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 Check if the following have been done: You must indicate either"Yes" or"No"as to each of the following: Yes No Y Pumping information was provided by the owner,occupant or Board of Health. N Were any of the system components pumped out in the last two weeks? N Has the system received normal flows in the previous two week period? N Have large volumes of water been introduced to the system recently or as part of this inspection? Y _ Were as built plans of the system obtained and examined?(If they were not available as N/A) Y _ Was the facility or dwelling inspected for signs of sewage back-up? Y _ Was the site inspected for signs of breakout? Y _ Were all system components,excluding the SAS. located on site? Y _ Were the septic tank manholes uncovered, opened,and the interior of the septic tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum.? Y _ Was the facility owner(and occupants, if different from owner)provided with information on the proper maintenance of subsurface disposal systems? For information on the proper maintenance of subsurface disposal systems please go to: WWW.ECO-TECH.US The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Y Existing information. For example,Plan at the Board of Health. N 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(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd Number of current residents 0 Does the 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 two year's usage(gpd): 0 gpd Sump Pump(yes or no): no Last date of occupancy: dwelling never occupied COMMERCIAL/INDUSTRLA L: Type of establishment: Design flow(based on 310 CMR 15.203):: gpd Basis of design flow(seats/persons/sqft/etc.): Grease trap present: (yes or no)_ Industrial waste holding tank present: (yes or no): Non-sanitary waste discharged to the Title 5 system: (yes or no). Water meter readings,if available: Last date of occupancy/use:_ OTHER: (Describe): GENERAL INFORMATION PUMPING RECORDS Source of information: System not pumped in recent past(Owner) 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/Alternate 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: Age: 2+years Certificate of Compliance issued 7/19/02 (BOH permit#2001-526) Were sewage odors detected when arriving at the site: (yes or no) no 6 Page 7 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 BUILDING SEWER_(Locate on site plan) Depth below grade: 2 ft Material of construction:—cast iron X 40 PVC_other(explain) Distance from private water supply well or suction line 20+ Comments: (on condition of joints,venting,evidence of leakage, etc.) Sewer is vented through roof and appears structurally sound with no evidence of leakage or backup into dwelling SEPTIC TANK: Yes (locate on site plan) Depth below grade: 10 inches Material of construction: X concrete_metal_fiberglass_polyethylene other(explain) If tank is metal, list age_ Is age confirmed by Certificate of Compliance_(yes or no):_(attach a copy of certificate) Dimensions: 10.5 ft x 5 ft x 5 ft(1500 gallon) Sludge depth: 0 in Distance from top of sludge to bottom of outlet tee or baffle: n/a—level below outlet invert Scum thickness: 0 in Distance from top of scum to top of outlet tee or baffle: n/a—level below outlet invert Distance from bottom of scum to bottom of outlet tee or baffle: n/a—level below outlet invert How dimensions were determined: Probe to top of tank Comments: (on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Pumpingnot of required at this time but maintenance pumping is recommended within and every 2 years. Liquid level at 2 feet. Tank and tees appear structurally sound and functioning as intended.No evidence of leakage in or out. System has received about 750 gallons flow since installed.Dwelling has never been occupied. GREASE TRAP: none (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.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 TIGHT OR HOLDING TANK: none (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 inlet tee, condition of alarm and float switches,etc.) DISTRIBUTION BOX:_(if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: at outlet invert Comments:(note if box is level and distribution to outlets is equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.) D-box appears structurally sound with no evidence of leakage in or out.Effluent level at outlet invert. Few solids in sump. PUMP CHAMBER: none (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.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 SOIL ABSORPTION SYSTEM(SAS): Yes (locate on site plan;excavation not required) If SAS not located,explain why: Type: _leaching pits,number _leaching chambers,number X leaching galleries,number I _leaching trenches,number,length _leaching fields,number,dimensions _overflow cesspool, number —innovative/alternate system Type/name of Technology Comments: (note condition of soil, signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.) Soils above leaching gallery appeared unsaturated. No evidence of surface ponding,breakout, lush vegetation,or other evidence of hydraulic failure was observed. CESSPOOLS: none (cesspool must be pumped at time 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: none (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.): 9 I . OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 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'(Locate where public water supply enters the building) s LEACHING LOCATIONS GALLERY A B 4 1 28 f t 30 f t 2 33 Ft 33 f t 30 D-BOX 3 36 . f t 36 Ft 4 41 ft 41 ft 2 5 73 f t 72 f t SEPTIC a TANK o i A EXISTING B DWELLING # J Z OJ U 1I W 3 ( COBBLE STONE ROAD NOT TO SCALE 10 I � Page 11 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 11 Coral Way Barnstable Owner: Kenneth and Mariette Murphy Date of Inspection: December 22,2004 SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to ground water: 80+ feet Please indicate(check) l m determine cat (c ec )al methods used to dete e high ground water elevation: Obtained from system design plans on record-If checked. date of design plan reviewed Observed Site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of health-explain: Checked local excavators,installers-attach documentation) X Accessed USGS database You must describe how you established the high ground water elevation. Barnstable GIS Department records indicate that property is over 80 feet above groundwater table. 11 w FORM 11 - SOIL EVALUATOR ----FORM PAGE 1 _ Job No.11001-3068 Date: 6/28/01 Commonwealth of Massachusetts - Barnstable,Massachusetts -- --- Soil Suitability Assessment for Ori-site Sewage Disposal Performed By: Jane Evans Raasch, R.S. Date: 6/28/01 w Witnessed By: Glen Harrington,Barnstable Health Agent Location Address or Lot Number: Owner's Name,Address and Tel.Number: Lot 54 Kenneth J. Murphy Assessors Map 316 Pcl. 55 c/o Mr. Frederic R. Jones,Jr. / 40 Phyllis Road 1{ C.O rcli Dennis, MA 02638 (508)385-6980 New Construction: X Repair: Office Review Published Soil Survey Available: No: Yes: X Year Published: 1993 Publication Scale: 1:25,00 0 Soil Map Unit:Map 21 -PvC Drainage Class: I Soil Limitations: Poor Filtration Surficial Geologic Report Available: No: Yes: X Year Published:1986 Publication Scale:1:100,000 Geologic Material (Map Unit): Cape Cod Bay Lobe Deposits Landform: Qsm - Sandwich Moraine Deposits Flood Insurance Rate Map: Above 500 year flood boundary No: Yes: X `Within 500 year flood boundary No: X Yes: Within 100 year flood boundary No: X Yes: Wetland Area: National Wetland Inventory Map (map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Mont FORM 11 -SOIL-EVALUATOR FORM Page 2 Location Address or Lot No. Lot 54 Cobble Stone Road-Barnstable _._-.. On-site Review - - -- - Deep Hole Number:1 & 2 Date: 6/28/01 Time: 11:00 Weather: Sunny Location (identify on site plan)See site plan Land Use: Residential Slope (%): 3-15% Surface Stones: None Vegetation: Oak and Pine Landform: Sandwich Moraine Deposits Position on Landscape (Sketch on Back):See site plan Distances from: Open Water Body: N/A feet Drainage way: N/A feet Possible Wet Area: N/A feet Property Line: 80 feet+/- Drinking Water Well: N/A feet+/- Other: DEEP OBSERVATION HOLE LOG TEST HOLE NO: 1 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (munsell) (Structure,Stones, Boulders, Consistency,% gravel 0.0' - 0.60' A Loamy sand 10YR 2/2 None Loose Fine Grain Sand with Roots. 0.60' -2.50' B Loamy sand 10YR 4/6 None Loose F.G.S. 2.50' - 10.0' C Sand 10YR 5/6 None Loose F.G.S. TEST HOLE NO: 2 0.0' - 0.70' A Loamy sand 10YR 3/1 None Loose F.G.S. with Roots. 0.70' -2.60' B Loamy sand 10YR 5/8 None Loose F.G.S. F2.6W - 12.0' C Sand 10YR 6/3 None Loose F.G.S. Parent Material (geologic): Cape Cod Bay Lobe Deposits Depth to Bedrock: 250'+/- Depth to Groundwater: None Encountered Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: N/A f FORM 11 - SOIL EVALUATOR FORM "Location Address or Lot No. Lot 54 Cobble Stone Road=Barnstable Determination for Seasonal High Water Table Method Used: N/A Depth observed standing in observation hole: inches Depth weeping from side of observation hole: inches Depth to soil mottles: inches Ground water adjustment: feet Index Well Number: Reading Date: Index well level: Adjustment factor: Adjusted ground water level: i 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? Yes If not, what is the depth of naturally occurring pervious material? Certification: I certify that on 11/14/94 , I passed the examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature f - Date 7/2/01 I FORM 12 - PERCOLATION TEST Location Address or Lot No. 54 Cobble Stone Road COMMONWEALTH OF MASSACHUSETTS Town of Barnstable PERCOLATION TEST Date: 6/28/01 ' Time: 11:00 Observation Hole No: 1 2 Depth of Perc Bottom of perc hole is 4.5' Waived per Health Agent. below grade. Start Pre-soak 00:00:00 End Pre-soak 00:11:30 Time at 12" Less than 9" remaining. Time at 9" Time at 6" Time (9"-6") Rate Min./Inch Less than 2 min. per inch. Site Suitability Assessment: Site Passed: X Site Failed: Performed By: Jane Evans Raasch, R.S. (Bennett& O'Reilly) Witnessed By: Glen Harrington -Barnstable Health Agent Comments: it No. �( x tic e Fee • \� Y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:407- /PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppfication for 0i5po5ar 6potem Conotruction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) omplete System O Individual Components LocM s��graot r� ��} �} Owner's Name,Address and Tel.'se s j- f'�.ail�l� q ^7 1�,�'� � � tiAssessorsMap/Parcel -T 64 e��[ �J " — Installer's Name,Address,an Tel.No. Designer's Name,Address and Tel.No. 7.7 977 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building _ No.of Persons Showers Cafeteria( ) Other Fixtures Design Flow gallons.per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S. . Description of Soil; Ir Nature of Repairs or Alterations(Answer when applic b e) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' ue dai&Boaz o Heatth Sign Date Application Approved by Date Application Disapproved for the following reasons Permit No Date Issued No . ` > :. Fee Entered in computer: THE.COMMONWEACTH OF MASSACHUSETTS Yes 1�/PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE} MASSACHUSETTS , Application for Ztq gar *' Otem Congtruction Permit Application for a Permit to,Construct( )Repair( )Upgrade( )Abandon( ) omplete System El Individual Components I ocogAdQres�s`go. ` Owner's Name,Address an'd,Tel. 509_87'-11 7g Assessors Map/Parcel u 154 W65 ) N1, tN Installer's Name,Address;an Tel.No. Designer's Name,Address and Tel.No. t toe 977. Type of Building: Dwelling No.,of Bedrooms 4 Lot Size3 7 7�3 sq.ft. Garbage Grinder( ) Other Type of Building ai�PE= No.of Persons -2 Showers(Q) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title w Size of Septic Tank Type of S.A.S'. 1\ Description of Soil; .r Nature of Repairs or Alterations(Answer when applic4e) Date last inspected: ±Agreement: t The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage di"posal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been• ue y Boar o Health: Signed kk Date Application Approved by � Date Application Disapproved for the following reasons .� Permit No. Ak� Date Issued /101, L i , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed O(J)Repaired( )Upgraded( • ) Abandoned( )by . � at 'i 3 yP 0,has bee constructed in accordance with the provisions of Title 5/and'd the for Disposal System Construction Permit N ated Installer Designer The issuance of his permit shall not be construed as a guarantee that the sys will unction as gig] Date 0 1 Inspector �! — -- —---——————---—————-- No. 0 — — FeeV I -50V / " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS �Digpogal *pgtem Congtruction Permit T Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this} ermit. Date` �� �31 Approve by e ?i 4 I I Dark( ' TOWN OF BARNSTABLE Ec-GE #,Oldt/�,,, LOCATION SEWAGE -' �. VILLAGE ,,L� DI/�SlT ASSESSOR'S MAP & LOT — Q INSTALLER'S NAME&PHONE NO. Lc A,4 44M I k G 'j'`J j--17 j SEPTIC TANK CAPACITY 16`00 Gdf LEACHING FACILITY: (type) 6­ (size) �YC� YI0,?F NO. OF BEDROOMS ~BUILDER OR OWNER / j PERMITDATE: ( COMPLIANCE DATE: U 2 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 a� L �'41 i - dsst Y; t is T ' 27'-6' 5-6 2�1 2�' 5'-0�' 61 ANDERSEN TV➢H3452-2M n U r 1 FT1 i I, 127 1/2' x 3 1/2' R.O, ONL FOR r m 10N SITES LIGHT n I m� �_� z � I (VGC3 6) hl I -i _uDZo 1 n xo 0 I M m�'era z r N I feted nzz� ly H O mi�Z tlI � . Im rr3 D<r rI I �— < 0 mI . o I tj _ z r,0 0 O Im AN m=.-O m N I� =DEj t, I r m I � I I I I z lO'h _a°v • (�c-~����'/t+�3.\J i? SSII '}k 1 'I',--E.a1 i;r t' 1 3�.Lj',�A�oA oI�t.•�. t4 Wfe`"!e•.-r -5OO�'.-�6 21,mN:NNnef�1;y�' `' IIIII I III�tl IIIIIIII A21 N�-✓NV�Da6 EjN�vti N( i�tttS r2*y1.,2-a 6 we i IIIIII lI I 1 II I 7aq o."5 r-- f�yl ZQN N m m , �zN� A' ;vm vnir r r`- z N roo- wx rl I 1Ll CA Z v� "o �m T.5.n � ' -N ------ or '0 r- zl <mx -1zr .z N � of ` '.' o 2 gam! Z27 1/2' x 3 112' o1R.O:'ONL FOR no� ON SITES LIGHT d o (VGC3 6) ED e _u r9t I � _ 3 r� uz n ,.t f .x ` ',Z Ici o TV➢H3452-2M 2 ' 16'-0' 22' 27'-6' SEAL AREA IF APPLICABLE BUILDER CRAFTSBURY COMPANY CUSTOMER MURPHY STATE MASSACHUSETTS DRAWN DATE DRAWING NUMBER RAB 01-01 200415-1 RAB 01-11-01 200415-2: TSY 2-6-01 200415-3 FL -26-01 ;200415-4 02 ADDITIONAL INFORMATION NEEDED, _ 13'-9' 13'79' 6' 12'-0}' 4k 6' 10' 4h' 11'-8 6, TVDH3o 6M fA - H <v f ..V J mN x r Z I F .� n= i moC mA m rr m r x + m Cl _9;u < m ry p ru -.i - � Z❑�' v� f t to z \zri Ny I 3 AKil -( My CC m I `H �r m�D _u Z -7-� i.G7�-'' C3 n N Ll V ri D<G oN z <=y _ E w ❑ _ .A�Z:1I �. .. mom .. Av G rl rr(O • .. ❑Z. N Ll A'm Cy -�tm-1 m Z zN �v p �dL) m a jr p A� ® m t 3 o F13. R*_ 0 N 3,-41. 3'-2' 22 '� •N J n =1 r m ©'4'HDOOR W/ <ci < cn ns- ^ ® td 5' GARDEN TUB D dr�z N - Nrqr Ind co LN hDtl D =C2 2-6 2-6 s r A a A 30' LAVA 2-0 Nr- ❑ �. fU, �? _ (7 A0 LINEN Cl w SLOPED WALL e o • e• rwri - o C W/PINE CAP n w N ® w w nls- t o < m \ C A N C - fU N C m.D-. N CA r 3'-10' N _ 7 N3(n Z n mm t , 3.no ��Zl U.N. � FFiP . - D X A L m 7C❑ Z Z.'p v p Z .nKil ri nc� C,tlD -�p�3 3Ar❑`1 N Z-'- �m7 < Z0 z --1r Zo r l . o m- �- 13 v { �Ac Q,Nn m. io �- - m,C.. m 1 } D m m F Z t ^' cn_u CI 2-6 n» a r p3bd _R Q v m ru -i Ja _ m = N ttA>r- 24' LAV p TAC i E m o I D O WASHER/ o < °tl ELEC. DRYER A (n N W3630 V2430 ® AREA a W2430 N • 2-8 fU`-- D A o n D .-. N e C I < r w< Ym m rl N m (l. N r .17 a D. < r ;0. o N r m mw �G� =V ri n ....I N z T <Lly 3Y r Z� 'n y <,'(Dj A I NON. ❑ y I -mi < uNry i ri im�7C d c� mo= 'm N .27 zd [D-D.1 O -Z/�l-`n FJ 1--1 rN rX-i 00 <D m ❑ ry dro �DD ynQG� X u 2mi br,z ez o e� m� O. o H.N.. - rrD �D m�(� r�o mA(©mQ`p woA .�- x 3 ` r'to DDm -Ory = H� D❑^� y PN lil ZI yM...1('. r yblM \ ZZ'N C&IT m N = \ 7 C Z m D mm'^y Im_01 N r ❑ ro (� B15 RANGE.. B3 REFRIG. H r9 N ¢ AREA V AREA � AL V on W2730 W3015 W3030 W3615 _ - -8 9-LITE TVDH3046M PANEL BOX ANDERSEN IN BSMT, a 6' ; 12-11 4' 4' 12'-Il' 6' r D 27'-6' ( SEAL AREA - IF APPLICABLE BUILDER CRAFTSBURY COMPANY n D CUSTOMER MURPHY STATE MASSACHUSETTS AW . \ � DRAWN BY DATE D_R_AWING NUMBER RAB 01-02-01 200415-1 + RAB 01-11-0i' P00415-2 b 4� TSY 2-6-01 2004 i_3 b W BFL. 0?_ _r O1 i:00+ 5-4 _ r A➢DITIONAL INFORMATION NELIi1_'?, GE_N_ER_A_L N_ _ OTE5: 501E T_E5T LOG5 : 5Y5TEM DE51GN CALCULATIONS : BarnStMA, A.) NEITHER DRIVEWAYS NOR PARKING A ZA5 ARE ALLOWED OVER SEPTIC SYSTEM TEST HOLE ! : EL_=GO± _ _ _ - SEWAGE DESIGN FLOW: UNLESS H-20 COMPONENTS ARE USED. DEPTH FROM Soli- 501L SOIL 501E OTHER j POTENTIAL 4 BEDROOM DWELLING @ 110 GPD = 44C GPC �gN SURFACE HORIZON TEXTURE COLOR MOTTLING BJ THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED LIN- ELEV. (INCHES) (USDA) (MUN5EL) LEACHING CAPACITY REQUIRED: LESS CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0.9-0.GO' A Loam Sand I OYR 212 NONE Loose Fme Grair Sand with Roots 4 BEDROOMS (MAX.) @ 110 GPD = 440 GPD REQUIRED C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFY NG THE LOCATION OF ALL 0.60'-2.50 B Loam Sand I OYR NONE Loose Fine Grain Sand UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK 48.o 2.59- 1 0.0' 1 C Sand I OYR 51G. NONE Loose Fine Grain Sand c SEPTIC TANK CAPACITY REQUIRED: CON5TKUCTION NOTES : DAILY FLOW = 440 GPD @ 200970 = 580 GAL. REQUIRED F -- -- -------- TEST HOLE 2: EL=5G� � � Coral SEPTIC TANK CAPACITY PROVIDED: W'Y ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING DEPTH FROM 50C 501L 501L 501L OTHER 1500 GAL. SEPTIC TANK (MIN. ALLOWED) Boulder Road TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. rLEV. (INCHE5) (USDA) (MUN5EL) 2.)5EPTIC TANK(5), GREASE TRAP(5), D051NG CHAMBER5(5) AND DISTRIBUTION 55.3 O.0'-0.70' A Loamy Sand I OYR 3/1 NONE Loose Pine Gram Sand with Roots LEACHING CAPACITY PROVIDED: BOX(E5) SHALL_ BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 53.4 0.70'-2.60 B Loamy Sand I OYR 5/8 NONE Loose F,ne Gram Sand ONE (1 ) 40' x 10.33' LEACHING CHAMBER CAN LEACH: COMPACTED, OR ON A 6 INCH CRUSHED STONE BA5E 44.0 2.60 i 2.0' C _ Sand I OYR 6/3 NONE L.005e Fine Gram Sand Vt=[(40x 10.33)+(4Ox2)2+( 10.33x2)2J0.74=454 GPD In LCC" 3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE DATE OF TESTING OG/28/0, 454 GPD>440 GPD REQUIRED AT LEAST THREE 29 DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- PERCOLATION RATE: LESS THAN 2 MIWNCH iN "C' LAYERS. NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WIT`1 THIS DE5iGN. m NOT TO SCALE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48'. WITNESSED BY: JANE EVANS RAA5CH, R. 5., BENNETT d ORE ILLY, INC. INSTALL: a_ BARNSTABLE HEALTH DEPARTMENT AGENT, 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL FSCTEND A MINIMUM OF 6" GLEN HARRINGTON, ONE (I ) - 1500 GAL. SEPTIC TANK. �► ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5riALL BE INSTALLED ON THE NO WATER ENCOUNTERED PLAN BOOK 222 PAGE 85 CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 501L ABSORPTION SYSTEM. ONE (1) - 5 OUTLET DISTRIBUTION B (1 OX .1-20 Rate(-I; N ONE (I ) - 40'x 10.33'x2' LEACHING CHAMBER o DEED BOOK 1826 PAGE 108 .) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST ? 5 CONCRETE WATER TIGHT RISERS OVER !NLEr AND OUTLET TEES TO WITHIN 0O` �p ASSESSORS' MAP 55 PARCEL 3 I G FINISH GRADE G.) PIPING SHALL CONSIST OF 4'SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL LEGEND BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%. \ 7.} DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE 1 ��- ----- - -- - -- -"--------- ---------- ---- __ 58 EXISTING CONTOUR 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED 62 PROPOSED CONTOUR AT END OR AS NOTED. I ' CORAL 1 A /A�� Xs`i EXISTING SPOT GRADE 8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST i V�/ 24 5 PROPOSED SPOT GRADE 2'BEFORE PITCHING TO SOIL.ABSORPTION 5'r^5TEM WATER TEST DISTRIBUTION I 46 F,a e ,f Dirt Road - "'" W- Box TO ASSURE EVEN DISTRIBUTION. i j - ;. : . y_� �---- - WATER SERVICE LINE 9.) DI5TRBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW I _�- 50 /52 -O - OVERHEAD UTILITY SERVICE THE OUTLET INVERT - '� / -u - UNDERGROUND UTILITY 5ERVICE 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4'TO �UP+I9 70/9 21' F(�.JC' UPAF9A / � -�- GAS SERVICE LINE 1-112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE r /' - TE5T HOLE/ BORING LOCATION INSTALLED BELOW THE CROWN OF THE D15TR 13TION LINE TO TI1E BOTTOM OF THE 3 ST SEPTIC TANK SOIL AB50R.PTION SYSTEM, BASE AGGREGATE SHALL BE COVERED WI`H A 2" LAYER OF 1/8'TO 112' DOUBLE WASHED STONE FR1:F OF IRON, FINES AND DUST. DB DISTRIBUTION BOX / ,56 SAS 501L A55ORP1-ION SYSTEM I 1 .) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; O Reserve RESERVED FOR FUTURE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAY'S, PARKING AREAS, -" --1 TURNING AREAS OR OTHER IMPERVIO5 MATERIAL; OR WHEN PRESSURE DOSED + `'Q.) UTILITY POLE 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9' Of- / ® CATCH BA51N CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 50 / r FIRE HYDRANT 13.) FINi5H GRADE SHALL BE A MAXIMUM OF 36' OVER THE TOP OF ALL SYSTEM / WELL COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHPt,IBER 52 ® DRAINAGE MANHOLE OF 9" AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER rF ' - ■ - CONCRETE BOUND, FOUND 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL U �� I i 5j. T TOP OF BANK RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL ABSORP- Y _ �- TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF 5UCH 60 AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM 15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION LU BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE Z 54 - - 4 13E KOOM QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRTING O I OWEWN� (:Cl' P THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE y PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUE5TED. + �-- v - Top of 5T 64 O i 6J SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE RtMOVED FOR I w w Found�t�on p 5G / ��0.5 (2Ce M�Nj. � O A DISTANCE OF 5' FROM THE 501L AB5ORPTION 5Y5TEM DOWN TO THE CLEAN 1 __ - / N SAND LAYER. AREA TO BE BACKPILLED WITH CLEAN SAND AND COMPACTED TO 51*EL-53 MINIMIZE SETTLING W15 - � w T7.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR 40' _1 - " O EXCAVATION. �y-� 58 _ i � G. 5' 2.5' --- -- -- � ' 18.) CONTRACTOR 5HALL VERIFY BUILDING SETBACKS; COMPLIANCE WITtl ZONING 2.5 �6.25 G.25 G.25 G.25' - _ - SETBACKS 15 NOT EXPRE55D OR IMPLIED HEREON. - �''� O LOT 54 l 6'2 Area=3G,8G5 5F* i 64 3' ! I ! t 1. 4- --- -- -- - / 1 0.33' i 4.33' THIS IS A REVISED PLAN REV. DATE: _F LOW_ PROF i LE: 3' G4 - _ DISCARD ALL PRIOR PLANS -- -- 7C NOT TO SCALE P 10002 85.007' -------------- (� 24" DIAMETER CONCRETE COVERS --- 66 G6 KEV15ED 07/ 10/01 : Increased to 4 Bedroom5, TOP OF FOUNDATION I RAISED TO WITHIN I' OF FINISH added water 5ervlce line. • GO.5 ( GRADE (OR A5 NOTED) PLAN O ' Proposed LL= 59.0 ,--Pr o5ed EL=59.0± --Pr osed EL-=60.0± m ,\\\\, , BENCHMARK --- Mr. and Mrs. Kenneth J . Murphy Top of Concrete Bound SCALE 1"=30' ARROWS STAMPED ON UNITS�l_ i EL=77.93 (Assumed) TH15 AREA 15 5ERVFD do Frederick R. Jones, Jr., 40 Phyllis Road, Dennl5, MA 02G38 } j MUST POINT TOWARD D-BOX. C7 Proposes a 57 r(9"M-rimum - 3G" Maximum) yIs u BY TOWN WATER. f;a (nJcti// - , -= 51TE PLAN < Co Parcel 55-3 1 6, Cobble Stone Road, Barnstable, MA 57.50 57.25 i 9�0 14° 57.00 56.5 I 56.77 . - . OFlit 3. / ' '�--- I u5E 3'-0" 4`'" . '. :. BENNETT A O'REIL_LY, Inc. T 56.60 54.5 / STONE ON SIDES �'}" ' � Y �}`� i-2" DROP " ;�*y % + Engineering, Environmental and Surveyin` Services F 5 RECHARGER 330 CULTEC UN1T5 (3 1 .25) I I GA5 BAP, LE ! AND 2'-6 OF I STONE ON END5 0 i2ml f;y - GIST - Longest Run 04 AL 1�r73 Main Street Route 8A e s r, 1887 }I--- _ 4 MA 02831 (508)898-4887 Fax (50B)896-8830 Office Brewster, 1 5W GALLON } DB 40x 10.33x2 t DATE: T AL F - - - - F3'T- CHECK: LOBONUIV13ER:LEACHING CHAMBER IZoS ( 'SEPTIC TANK D-BOX �` 05/11/01 A Nc;ceU !MQIe. JMct 30G� H 20 CULTE.0 330 (5 UNITS' # �