Loading...
HomeMy WebLinkAbout0132 HAMDEN CIRCLE - Health 132 Hamden Court Hyannis A=290 166 i a B 0. ap Town of Barnstable aIKE Regulatory Services sAMsrns Thomas F. Geiler, Director 9�A � ••� Public Health Division TFD A1A�A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 13, 2006 Mr&Mrs Charles Ashley 132 Hamden Circle Hyannis, MA 02601 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, Title 5 The septic system owned by you located 132 Hamden Court, Hyannis, MA,was last inspected on April 10th, 2006 by, Sean M. Jones, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system has "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: Septic system fails inspection because leach pit has no available leaching. You have 2 years from the date of the system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HEALTH DEPARTMENT Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Commonwealth Of Massachusetts Executive Office Of Environmental Affairs Department Of Environmental Protection TITLE 5 Official Inspection Form -Not For Voluntary Assessments Subsurface Sewage Disposal System Form Part A Certification Property Address: 132 Hamden Circle Hyannis Ma.02601 _ � / Owners Name:Charles&Beverly Ashley Owners Address: 132 Hamden Circle Hyannis Ma.02601 Date of Inspection:4/10/2006 y "F Name of Inspector(please print)Sean M.Jones t Company Name:S.M.Jones Title V Septic Inspectors 1 Mailing Address:74 Beldan Ln. Centerville Ma.02632 #y Telephone Number:508-7784597 cr) ' 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: Passes Conditionally Passes Needs further evaluation by the Local Approving Authority X Fails Inspectors Signature Date:_ The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system 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:SCatic System fails inspection because leach pit has no available leaching. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not addreL%ho_w the sys'�emrwill perform in the future under the same or different conditions of use. Paige 1 i ' OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(coNnNm) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 Inspection Summary:Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes:N/A 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. 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 the 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 structurally sound,not leaking and if a Certificate of Compliance Indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or Obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with Approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(S).The system will Pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner: Charles&Beverly Ashley Date of Inspection:4/10/2006 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 310CMR 15.303(1)(b)that the System functioning in a manner that protects the public health,safety and the environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a Surface water supplyor 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 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: OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(corrr ww) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 D. 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_ y 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 '/s 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. X Any portion of cesspool or privy is within Zone I of a public well. _ X Any portion of cesspool or privy is within 50 feet of a private water supply well. X Any portion of 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 pp,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _X_ _ (Yes/No)The system fails.I have determined that one or more of the above 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: 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 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 CM15.304.The system owner should contact the appropriate regional office of the Department. I _ _ OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 Check if the following have been done.You must indicate')Ts"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 system components pumped out in the previous two weeks? X _ Has the system received normal flows in the previous two week period? _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 SAS, located on site? _ _X_ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the bailles or tee,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _X T 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 Cis at issue approximation of distance Is unacceptable)[310 CMR 15.302(3)(b)] Y OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):-3— Number of bedrooms(actual):_2_ DESIGN flow based on 310 CMR 15.203 (for example): 110 gpd x#of bedrooms):_330 GPD_ Number of current residents:-2— Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no)_No [if yes separate report 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): 2004/2005=96.158 Gallons--=134 GPD Sump pump(yes or no): No Last date of occupancy/use: Current COMMERCIAL/INDUSTRIAL:N/A Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,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: 2004/Owner Was system pumped as part of the inspection(yes or no): No_ If yes,volume pumped: gallons—How was this 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 the 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: 1978-original system Were sewerage odors detected when arriving at the site(yes or no): No OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner: Charles&Beverly Ashley Date of Inspection:4/10/2006 BUILDING SEWER(locate on site plan) Depth below grade: 3`Below TOF Materials of construction:_X_cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): Joints and venting were good.No sign of leakage. SEPTIC TANK:_X (locate on site plan) Depth below grade:_12"_ Material of construction:_X_concrete metal fiberglasspolyethylene 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 Gallons Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels As related to outlet invert,evidence of leakage,etc.): Septic tank was not excavated and opened because leach pit was full resulting in a failing inspection. 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.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 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: 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.): Distribution Box was not excavated and opened because leach pit was full resulting in a failing inspection. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner:Charles&Beverly Ashley Date of Inspection:4/10/2006 SOIL ABSORPTION SYSTEM(SAS)_X (locate on site plan,excavation not required) If SAS not located explain why: Type X Leaching pits.Number:- 1-Leaching chambers,number: Leaching galleries,number: Leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternitave system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Leach pit was full at time of inspection. CESSPOOLS: N/A (cesspools 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.): OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner: Charles&Beverly Ashley Date of Inspection:4/10/2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)methods used to determine the 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 with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: i High groundwater was not determined because system fails and needs to be repaired. OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM • PART C SYSTEM INFORMATION(continued) Property Address: 132 Hamden Circle Hyannis Ma.02601 Owner: Charles&Beverly Ashley Date of Inspection:4/10/2006 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent referencelandmarks or Benchmarks.Locate all wells within 100 feet.Locate where water supply enters the building FRONT OF HOUSE A B TANK A-1=29' 8-1=23' D-BOX 1 A-2=38' 8-2=33' LEACH PIT 2 A-3=43' B-3=41' 3 Department of Regulatory Services . >�uvar.�et,g, Public Health Division � �y (� �p�� Date , 200 Main Street,.Hyannis MA 02601 lEG� Date Scheduled - _ Time _ CJ(J Fee Pd. - - Soil-Suitability Assessment for Sewage i Performed B -' ge Di sal ° y.- y c� Witnessed By: �f1P,t� V Location Address_, LOCATION& GENERAL FORMATION 3 z Ha�Id eh C � Owner's Name � I N��-1JIUJS Address 13%' i,�r' t3ever ey >�S�t e�/ - Assessor's Map/Parcel: ZED / I „�(�( Z /I / f f-YA �pVl etr t0 (^s' 1' 6�� Engineer's Name ( kpl d .0. C`Ov6 q,4t�70V?-NEW CONSTRUCTION REPAIR Telephone# S-Og. 3�-4 C�g'g4 Land Use'�C'rJI��,(`�`�Ce 11 Slopes(9b) Surface Stones ho0 i e — Distances from: Open Water Bod l g 0`l Y-�ft Possible Wet Area _ ®b } ft Drinking Water Well o� _B 1 'Drainage Way - � .� R Property U -- ne Other 6 r SKETCH:(Street name,dimensions of lot,exact locations of test holes& 1 Pere tests,locate wetlands in proximity to holes) , GROUNOWATER ADJUSTMENT EXISTING GROUNDWATER ELEVATION OBSERVED IN TEST PIT 1 O 1 OBSERVED GW 19.15. / 1 INDEX WELL A1W-230 ZONE / C� L\ READING DATE AP+RIL. 2BB6 READING 231 / 1 ADJUSTMENT 2.6 - [_®� 1 p ADJUSTED GW 2:`.75 :M Parent material(geologic) p t'06 C(4 C>0t wg54 r, Depth to Bedrock �� t Depth to Groundwater. Standing Water in Hole:�Zq 'i h Weeping from Pit Face B e Estimated Seasonal High Oroundwater (;(?e cb b ov e Method Used: DETERMINATION FOR SEASONAL,HIGHWATEIt'I'ABL,E See q$DvP Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: In. Depth to soil mottles: Index Well# in, Groundwater Adjustment in. Reading Date: In,Well level tt. Adf,thctor Adj.Groundwater revel, PERCOLATION TESL' Date "I1,SI� 7,, d Observation n Hole# f J' Time at 9" Depth of Perc Tlmeat6"Start Pre-soak Time @Time(9"-6")End Pre-soak �t✓�(/Rate MinJlnch Z�t I Site Suitability Assessment: Site Passed V SiteFailed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- Gt ***If percolation test is to be condu Barns cted within 1009 of wetland,you table Conservation Division at least one(1) week pri must first notify the or to beginning. Q:ISEPTICIPERCFORM.DOC i , GROUNDWATER ENCOUNTERED AT 129 in TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH ELEVATION = 29.90 +- PERC AT 72 in : 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) + MOTTLING 29.90 0_12_1 FILL. 28.90 I I 4 OBS G W ��_ -- f 19.15 12-132 C I MEDIUM TO 10 YR 5/4{ NONE } LOOSE j 18.90 COARSE .SAND _� -- — - NO' GR NDWATE TEST P I T� + 2` r PAARENOTU MATERIAL: PROGLACA L OUTWASH ELEVATION = 30.35 +- PERC AT 72 in : 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) 'HORIZON TEXTURE (MUNSELL) MOTTLING 30.35 0-8 ' FILL 29.69 - - 8-120 C MEDIUM TO 10 YR 5/4 NONE LOOSE 20.35 COARSE SAND DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling '(Stricture,Stones,Boulders. C sistency. o G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 4 ) coniiitency. } Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No V 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 areasobserved throughout the area proposed for the soil absorption system? �eS �.. If not,what'is the depth of naturally occurring pervious material') Certification UbV I certify that on (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 requir raining,ex rUse and exp rience described in 310 CMR 15.017. C� Date 4_y 25, ��� Signature � , �t�r Town of Barnstable MAAVK Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. August 31, 2006 Mr.. David Coughanowr, R.S. 43.Triangle Circle Sandwich, MA 02563 RE: 132. Hamden Circle,. Hyannis Dear Mr. Coughanowr, . You are granted variances, on behalf of your client,. Beverly Ashley, to construct a replacement onsite.sewage disposal system.at 132 Hamden.Circle, Hyannis:: The variances granted are as.follows: Section 360-1., Town of Barnstable Code:. To install. a. septic tank 70-75 feet.'_ away from. a.bordering•vegetated.wetland, in lieu of the required 100. feet separation distance. Section 360-1, Town of Barnstable Code:. To. install a soil absorption system. 86 feet away from.a bordering.vegetated.wetland,. in, lieu of the required. 100 feet separation distance. The variances. are. granted.with.the.following.conditions: (1) The engineering. plan. shall. be revised to show the. proposed soil.absorption system.at least ten. (10)feet away from.the property line (2) No more than two (2) bedrooms. maximum. are authorized at this property. Dens, study rooms, offices, finished. attics, sleeping lofts, and similar-type rooms are considered. "bedrooms" according to the MA Department of Environmental Protection. (3). The applicant shall record a properly worded deed. restriction, signed by the owner of the property, at the Barnstable County. Registry of Deeds restricting the property to two. (2) bedrooms maximum. A copy of the Q:WP/CoughnowrAshley recorded deed. restriction shall. be submitted. to the. Health Agent prior to obtaining.a.disposal works construction permit. (4). The septic system shall. be. replaced before. a real. estate transfer occurs in the near future.. (5) The. septic system. shall. be. installed in strict accordance. with the. revised engineered. plans. (6) The designing. engineer shall. supervise. the. construction of the. onsite. sewage disposal system. and. shall certifyy in. writing. to. the. Board. of Health. that the. system. was installed in substantial. compliance with the revised plans... These. variances. are ranted because physical. constraints at the site severel 9 PY Y restrict the. location of a. soil. absorption. system due to the close proximity to. wetlands.. The. proposed. new septic system. appears to. be. designed.to meet the. maximum. feasible. compliance. standards. contained within. the. State. Environmental. Code,.Title.V. Si ` erely y s, aY. er, M.D.. hair 'erson 6 Q:WP/CoughnowrAshley DATE: � z 7 B . "�•� FEE: (�J • BARNt3TABl.i, � MABB. REC. BY tt�L4 �a Town of Barnstable SCHED. DATE: � Board of Health ' 200 Main Street, Hyannis MA 02601 Office: 509-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Paul Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION 1 MD12 N C(RCLL Property Address: Assessor's Map and Parcel Number: R Size of Lot: Se&. 1 Wetlands Within 300 Ft. Yes ✓ Business Name: 2 —5&-No Subdivision Name: APPLICANT'S NAME:Dkyl Q COV&ffkN�R ,RS Phone Ste$ G4' O14 Did the owner of the property authorize you to represent him or her'? Yes V No PROPERTY OWNER'S NAME CONTACT PERSON Name: REvETtL� PKHLI'L� Name: 04WD D • CObGIII� �WR, S '" ' SfFND�w Address: `7 3 Z., -� �M�CV MAddress: IGh G C� Phone: �jV D Phone: Sd 0 77 j !Z, Ro Q4 r VARIANCE FROM REGULATION (List Reg.) REASON FOR VARIANCE(May attach if more space eedetd) 316 CAR 1,,'zll ►) 'Sf-S tor)rmer+,/ --w MulMialii tDD Fb 5�?&7dc- r0►� t�� r� tin -1 di - r' to WetW4d u 2 f h S,a Z' z -Ct Set ck °eSted NATURE OF WORK: House Addition 000000 House Renovation Repair of Failed Septic System �V Checklist (to be completed by of ce staff-person receiving variance request application) t Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional Floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent hinvher for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title (� . V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee only), outside dining variance renewals[same owner/leasee only),and variances to repair failed sewage disposal systems (only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Paul Canniff,D.M.D. Q:\Application Forms\VARIREQ.DOC �+r�`�� ,� , ; ,�. .. ` �J :;. c,, �` _ ^f �, �4 June 23, 2006 Beverley Ashley 132 Hamden Circle Hyannis, MA 02601 To whom it may concern: I hereby authorize David D. Coughanowr, R.S of Eco-Tech Environmental to represent me for a variance request to repair a failed septic system at 132 Hamden Circle. Sincerely, Beverley Ashley •��1�r� � � � l..pp� ��I�1J MA 3 ►3�D ROO M �00kA a ik2 Ff OOR, STARGE TOWN OF BARNSTABLE LOCATION a �( c�eln 12, SEWAGE # VILLAGE �2 ASSESSOR'S MAP & LOT •�9D �� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO,OF BEDROOMS 54 B ULBER-OR OWNER CIO er eP�- e PERMITDATE: ',N COMPLIANCE DATE: Separation Distance Between the: � + Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � _ D m D��D p O�D p � a i s N li:�X IN II Zx. � _��� _ _ T 0 0 2 0 c O ❑` ° o o � _ �� .� - � � . TOWN OF BARNSTABLE LOCATION 13.1 Hc1on d e.— C,r SEWAGE# ;bn6' 37S *� VILLAGEuiy, ;t ASSESSOR'S MAP&PARCEL ��U fo F✓ DI STALLERS NAME&PHONE NO.t,r • E. (�)�ll�S oa ScV�` Sri✓ue 7� B 77 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ! Sa0 6.1 Hdo (size) !G � J NO.OF BEDROOMS a OWNER /}SI�ICy PERMIT DATE: _C? o(o COMPLIANCE DATE: 7 13 0 6 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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 70 a 6 u S, �— M ij Y , Cb rt M l M� TIC � t 1 l e W Q CL � r No 2 5 ,� * Fee THE COMMONWEALTH OF MASSACHLISETT Entered in computer: PUBLIC HEALTH DWISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Migo!gal 6p5tem Congtructiun Permit . Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑ Complete-System �,Individual Components ` Location Address or Lot No. / 3d- e M E'/�/ Cf� Owner's Name,Address,and Tel.No. A,sa.b4f Assessor's Map/Parcel 1 Installed' Name,Address,and Tel.No. 1�� Designer's Name,Address and Tel.No. , "�C'j�\ 1-71wi i 1I pe of Building: Dwelling No.of Bedrooms e�— Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -aro gpd Design flow provided C*p.1 7 gpd Plan Date �Q—2-Z-b�© Number of sheets Revision Date Title ^` Size of Septic Tank 1 J7W S--CO L Type of S.A.S. G w, Description of Soil Py�4h Nature of Repairs or Alterations(Answer when applicable) L✓ 6 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 Signed Date Application Approved by Date 20 Application Disapproved by: Date for the following reasons Permit No. Date Issued Fee / --THE COMMONWEALTH OF MASSACHUSFTTS� Entered incomputer�( PUBLIC HEALTH ENVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes , 'Zipplication for Migonl *pztem Construction Permit 1` Application for a Permit to Construct( ) Repair( ) Upgrade(�" Abandon "( ) Complete System Individual Components /El Location Address or Lot NoGt em/�-' Owner's Name,Address,and Tel.No. . j Y e CA Assessor's Map/Parcel Install s Name,Address,and Tel.No. �� �5' Designer's Name,Address and Tel.No. Type of Building: v Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) ♦. P Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures } Design Flow(min.required) O gpd Design flow provided K' gpcdo Plan Date (. r-fi� Number of sheets Revision Date t Title Size of Septic.Tank ( c'(rn L Type of S.A.S. A&V G Description of Soil J A Nature of Repairs or Alterations(Answer when.applicable) ✓ 1 r\...r, Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. f Signed l (� Date Application;Approved by Date 267 ( ,6 Application Disapproved by: Date_ for the following reasons Permit No. 2 Date Issued -------------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS_ IS TO CERTIFY,thatthe On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (4--)J� Abandoned( )by !,, 11 �)Y���- ( , ( at / - f�„ ,r►n�,�,ts-� �i rr e_ U,1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ��19 3 ZS dated 7/20/�. Installer - 9j 6,A S Designer r`_Q 1.) C,�, A,11 J f),,y #bedrooms _,a Approved design flow _ZCb gpd The issuance of this permiilshall not be construed as a guarantee that the system will fun tioj as)designed• � Date / � Inspector t�rW. —- ------------------------------------------- No. 2.Wo 25 Fee /1 O, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE, MASSACHUSETTS Mig onl * gtem Cow5trUction Permit � p Permission is hereby granted to Construct ( ,,) Repair ( ) Upgrade System located at t `"Z t-1r W%A 0,�#I_ t l � 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-permit. Date 0166 Approved by Doc:IP040s780 08-02-2006 3: 13 x, BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, BeverleAshley of 132 Hamden Circle, Hyannis, Massachusetts is the owner of 132 Hamden Circle located at Hyannis, Barnstable County, Massachusetts, hereinafter referred to as Lot 72, 132 Hamden Circle, and being shown on a plan entitled "Subdivision of Land in Hyannis, Barnstable County, Massachusetts, Property of Beverley Ashley, duly recorded in the Barnstable County Registry of Deeds on Land Court Plan Number 14043-M. .WHEREAS,Beverley Ashley, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre- condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 C M R 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Beverley A. Ashley does hereby place the following restrictions on his above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 132 Hamden Circle, Hyannis, Massachusetts may have constructed upon the lot a house containing no more than two (2)bedrooms. Beverley Ashley agrees that this shall be permanent deed restriction affecting 132 Hamden Circle, Hyannis, Massachusetts and on Land Court Plan 14043- . Land Court Certificate of Title Number 9 ca?p E,ecuted as a sealed instrument on this 2 August 2006. Beverley A As6fey COMMONWEALTH OF MASSACHUSETTS Barnstable,ss 2 August 2006 Then'personally appeared the above named Beverley A. Ashley known to me to be the person who executed the foregoing instrument and acknowledged the same to be by Massachusetts Drivers License and signed this document as free act and deed,before m ub ' Th as M Grimmer THOM/►S M. GRIMMER Notary pU61ic commission expi s: 4W44 3 Rol A Commonwealth of Massachusetts OUNTY My Commission Expires BARNSTABtE August 3, 2012 DEEDS A?RI py, EST JOHN F.MV DE,REGISTER . „ie�crsgLEREGISTRY OF DEEDS { Ton of Barnstable 0F1HE 1p� .Pam. .o• Regulatory Services Thomas F. Geiler, Director «' • BARNSTABLE, ;'JS. Public Health Division A�ED"�r9. A Thomas McKean, Director 200 Main-Street, 11yanuis, NIA 02601 Office: 508-862-4644 Pax: 508-790-6304 Installer & Desij!ner Certification Forte Dater Sewage Permit# 66- 375 Assessor's flap\Parcel Designer: 08VID 0, 6a)6RhV0'V12 Installer: W K L Q0P,/N$6N Address: T Al A►J GLE C—IR Address: P 0 NI S�1,9��vlC►�, �� Dz��� CtN?EZVII.L t, MA O❑ 7/2-06 kl z--: g0, IA-sm sR was issued a permit to install a (date) (installer) Rev 1612/06) septic system at _ la)Iba el I_G/e, based on a design drawn by (address) PRY 117 '�) COIIG N kI0tW P_, P�,S dated iLa v V 2/06 (designer) certifythat the septic system referenced above was installed g I y fled substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 ReUulations. flail revision 01' certified as-built by designer to follow. OFMgse (AVID D. COUGMANowR (Installers Signature No. 1093 S�II TAR% (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETUIUN TO BAKNSGABLE PUBLIC HEALTH DIVISION. CERTIFIC:ITL OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS F0101 AND AS-BUILT CARD ARE RECEIVED BY THE B:VZNS"rABLE PUBLIC HEALTH DIVISION. THANK YOU, Q: Health;SepticiDesigner Certification Form;+-26-Oa.doc 5 .-LOjiA 7 10 SEWAGE PERMIT NO. 7-- i �- LLAGE AN i INSTA LER'S NAME & ADDRESS B U I'L DE R OR OWNER DATE PERMIT ISSUED 1-7 ,�,� DAT E COMPLIANCE ISSUED ti 3 c� x t No..---.--.... A ., TPI:E�,COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALLT OBJECT TO APPROVAL OF of-.. . , ---- !'1VSTABLE CONSERVATION COMMISSION ApptirFatidu for Disposal Works Toustrurtion Frimit Application is hereby h}ade fog a Permit to Construct ( ) or Repair ( ) an"-Individual Sewage Disposal System at ocation- dr s Aten or Lot No. a Address ............---.f, -----Ow h.. .................. - ------------- Installer Address d Type of Building Size Lot.,&, -----Sq. feet U 'Dwelling—No. of Bedrooms............ . _Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building �(ed/ o. of persons._____ Showers ( ) — Cafeteria ( ) ------------- Otherfixtur - .......................... ........................................ W Design Flow_____________ --- .......... Depth................ 0.1 W Disposal Trench—No..................... Width...... Total Length....... .... Total leaching area . ........s ft. Seepage Pit No.___/_____________ Diameter--_____�'--.__-•-•- Depth below inlet.._........_... Total leaching area �...sq. ft. Z Other Distribution box (.� Dosing tank ( ) Percolation Test Results Performed byy�. __. _0 �. J---- - - -I_.. Date�'�ll�.e Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground w r-___--•- .---••.•--..__- 0z4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water. _------_-_ W .............• r---- - - ......................................................... O Description of Soil..._:_t /Y�d!I_..... .. ... . - x 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 T I T U 5 of the State Sanitary Cod —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' ed by the board ealt Si e ... .._ Date y Application Approved B ---- ... -••••• -- = --7=•/7r----- .=---•---- Date Application Disapproved for the following reasons_....................._____________________________________________________________________ •-•--••-•-••...._.. ------------------------------- Date PermitNo......................................................... Issued...................................................... Date No`..(�✓� l F Z...91; ...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEAL H y .. �---1..��-.....OF.. ��'.C(ly Appliratioaa for .Uiipooal Works Tonitrnr#ion,.Vami# Application is hereby made for a Permit to Construct ( ) or4Repair ( )` an Individual Sewage Disposal Syst at: (mil . Lo n-Address or Lot'No. .............. . . ...-- - .. ..._. ..._r ... ..... O Address W . ..... ... ........'.. .. ' � nstaller AdY:Yr��"G U Type of uilding Size Lot... .C�O.Z1 ..Sq. feet Dwelling—No. of Bedrooms........... .............................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building .� o. of persons....... Showers ( ).-- Cafeteria ( ) Other fixt ------------------- - - - - W Design Flow........... :.. gallons per person ie a�/ Total d it flab+__._.__.. ........ ._._..gallons. WSeptic Tank—Liquid capacity.. gallons Length._. ... Width.. Diameter................ Depth.._..__.._...... x Disposal Trench—No..................... Width.................... Total Length............. __.........f--- Total leaching area....................sq. ft. Seepage Pit No.___..../........ Diameter........ ....... Depth below inlet...._.......... Total leaching area.��C'�sq. ft. z Other Distribution box (�) Dosing tank ( ) Percolation Test Results Performed by. �� Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water------_-___-_-___-.---. w •.(s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.- 11 ":`... 'O Description of Soil.......in ...... U W UNature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------------------------- .......... Agreement: x The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 'ITIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ed by the board of h th. sign�dt �- -------------------------------- Date ` Application Approved By....... _ ter-.- -- - -- L � D •,------ P .: Application Disapproved for the following reasons_...................._____ __ --•••-•......••-•-•.......-•--•-•-•-•••••••-•--•---•-••-••---••---•---•••-----•.............••••---•--•--••--•---•--••-•-••-----•-•••••••-••-••-•-----------•--•--••-••--•--•••-----••-••••---••-------- - Date Permit No.................. ",Issued...................... ... Date TkE�COMMONWEALTH OF`MASSACHUSETTS. - y BOARD OF', HEALTH .- OFLs= ......... .....irtifiratr of (Limpli�aatr .e raj age Disposal S stem constructed 41—or Repaired ( )TH d.vidlu by------- I IS TO CERTIF hat th t -------------..:---•--.....•---•-•---•-------•-•---••----........_..••---•.............---...---- Iristaller > a '. at. jr7 /1 .. : ! - ----- ........rF-:7......................................... has been installed in accordance with the.provisions of TI 7elf5s 5 of The State Sanitary Code as described in the application for;Disposal Works Construction Permit No.__ ..._ _ _ • • dated - -- -- + -- - - THE ISSUANCE OF THIS„CERTIFICi�TE SHALL NOT BE CONSTRUED AS'A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY DATE....... .:....................................� ... .. Inspector.....f : ....................................... M THE COMMONWEALTH OF MASIACHUSETTS BOAR6`''OF HEALTH ..OF................. FEE..... Disposal orko nod ' n err i# / Permission •s hereby granted...... —A .......�/-�C to Construct orq RRppair ( ) an Individual Sewage Disposal System at No. < % 7. � V -------- , Street as shown on the application for Disposal Works Construction Permit OZ/Bo. ......_..._. Date _ .. ......f :7 ........... DATE......... ......................................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS SOIL TEST LOG DESIGN CALCULATIONS DATE OF TEST: MAY 25. 2006 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPO SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS GROUNDWATER ENCOUNTERED AT 129 in USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION = 2g.90 +- PERC AT' Z2 In : 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 16 Ft x 12 Ft- x 2 F t .LEACHING GALLERY WITH (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CUT CORNER DEPICTED BELOW CAN LEACH 29.90 A6ot = ( 16 x 12 ) - 3= 189 sf 0-12 FILL Asdw = (. 16 + 12 + 13 + 4.1 + 10 ) x 2 = 109.2 sF - 28.90 Atot = 298.2 sF OBS GW V t 0.Z 4 x 296.2 = 220.7 G P D 12-132 C MEDIUM TO 10 YR 5/4 NONE - LOOSE 19.15 = COARSE SAND USE THE LEACHING GALLERY DEPICTED BELOW. Vt = 220.7 GPD > 220 GPD REQUIRED 18.90 NO GROUNDWATER ENCOUNTERED LEACHING GALLERY 500 GALLON DRYWELL TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH DIMENSIONS .AND DETAIL ELEVATION = 30.35 _ PERC AT 72 in : 2 MIN/INCH IN C SOILS CONSTRUCTION DETAIL USE H-20 UNIT + —DRYWELL UNIT INSTALL ONE INSPECTION SIX DEPTH SOIL USDA SOIL. SOIL COLOR SOIL OTHER STON RISER TO WITHIN GR INCHES OF FINAL GRADE (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING AND INDICATE LOCATION 16 f t ON AS-BUILT PLAN 30.35 w 0-8 FILL 29.69 8-120 C MEDIUM TO 10 YR 5/4 NONE LOOSE N ° '} p0 36 �� COARSE SAND � 0 � o000o ao 0 0000 in 20.35oo1:1cz]aoo 000p +� 13 f t 36 �00000 3-75' 8.5 3.75' 16 f t NOT TO 102 1n SCALE NOTES LEACHING GALLERY CROSS SECTION VIEW 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-20 LOADING) 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/B INCH PER FOOT MINIMUM. 2 !n PEASTOAE 2 In PEASTONE 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) o 41 INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 3/4 fn T EFFECTIVE 3/4 !n TO [2in 6 BEFORE EXCAVATING FOR SYSTEM. -1 2 m GRAVEL DEPTH 1-1 2 in GRAVE 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 43 In & In 43 in 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN 144 In 8) ECO-TECH ENVIRONMENTAL .RECOMMENDS THE INSTALLATION. OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SE,PY"IC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR' .LOADING. DO NOT GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. T. 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE ,STARTINS WORK. EXISTING GROUNDWATER ELEVATION -TO SERVE EXISTING DWELLING OBSERVED IN TEST PIT 1 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL OBSERVED GW 19.15 BEVERLEY A. ASHLEY O STABLE BASE THAT HAS BEEN MECHANICALLY COKPAC,TED AND N TO WHICH INDEX WELL A1W-230 SIX INCHES OF CRUSHED STONE HAS BEEN PLACED`,:TO`,:MINIIMIZE UNEVEN SETTLING ZONE c 132 HAMDEN CIRCLE HYANNIS. MA 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTE`M.: REPAIR .AND .CHECKED READING DATE APRIL. 2006 FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE> FITTED WITH GAS BAFFLE. READING 23.1 ECO-TECH ENVIRONMENTAL ADJUSTMENT 2.6 ADJUSTED GW 21.75 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-2338 JUNE 22. 206 2/2 E L_O Vq PROFILE ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS VENT �� PIPE TOP OF FOUNDATION RAISE COVERS TO WITHIN 6 im OF FINAL GRADE EL = 34.11 +- ONE INSPECTION RISER FOR LEACHING GALLERY 31.50 OF 2zd D-BOX 3 Ft MAX 2 1/2YSRT0 1/8" " DROP USE H-20 FLOW LINE 29.80 -------- E I 10' = II 14' H-20 46" GAS�V' PRECAST 3/4"-11/4' BAFFLE DR-eWELL STONE 29.24 6 in TM OF SO L A BSORPTION STON 28.83 LEACHING SYSTEM EXISTING BASE 299 EXISTING 29.00 GALLERY EXISTING 26.60 5.'a0 ft + 1000 GALLON (END VIEW) 26.80 EXISTING SEPTIC TANK 24.1 FE e) 5 Ft 12.5 Ft ADJUSTED y 21.75 SEASONAL HIGH GROUNDWATER 3m m ~ \ 3(_0 n Y� co m � O 17-� Z o , O 2 , C F z ;7 ' 4QA \` \ Fir O O c.n m N ry '� n w • com 0 x o m �� y znzK) c Z "- I �� 3 �-i9d A I esTl j���y i F�m� mo mrv:00 cn o I LJ � F r E1 3411 z mz oy �p�r >� 17 , Tr, •• Y co,l O N z ti �rnoz row o rn co u , N wn 3 V r rn-� coM,yo / l maw Nay �rV pz ��z00 N� ��9� �' you t�1 q v o < OnNo m b m o z o Z -t N 2�F W� o' o �11�S���a ' I oNy'llj 1199' t m w m� O i y U1 96Sg JCZ3 °� � vJ -.Z n rnrn . m Zn 1 wrnN rq muM cn�ocn� CD M� CoUl rn rn mD O =r mp= - D N m ul tiA cn�m� ��`�� N Cf rn �fll-0 ��� m�Z �ZO��m < y to n n am rm�r� z< z npQ � 0r1i �o0 oZr omen-<1_ p m o � O c � O yin a oiomz z � � I 9�� pp0 �O� �(n�Z�y,Z3j 2:m In c���N ��/J.cn 3 M oo� Cop-9 1 rn3� ZZQ y�j(tlrn� r n =3 v J �9OZID � C I�l mZo Qnrn MUM �rn0 rrn ozu)a 41 f�l (t) C ��Q y�-Zrn] �Q�OZN � r 0 mZ M m O II Z -I�y ��y ZnCjy rn= O n 9o;0 u fTl n � <0 (n�0� inn m�� yyZ�m� N�mcnwvrncnawrv- m � ��n2 �Daz m (� rnU� O -� rn�� o rn c- o a < cnm�z (1) C ��I QOO i yOZ cpOD U�c11U1 t,WN m -� >o= z ck) y W —� Rl XQ 3 Z �O� Oyy O y03r1 mNWU1'ti10Dm~WU1 =0m0cn � Z ITl �� Q-13 rnrn� O' mr\)Z3 -I Z -r -� y� -, -onZ XN3- cn m n-I L 00 �� o o' -I C �l -I = (n rn �O -�y ~ m�n mz==c C - m�2 f C0 '-,� -)1 rnO -I n>m 3 �.-� > > z F- o T,,c;7 -I X Rl I rn X f_ Z o (n r*o��, O 3 _ �mZ m z n ~m3� '� ' N �mti �� �Z� ����z m z m�2 �M m mcn rnrn rn rn porn C-0 � �oN;� G) _'G �� OUP 3Am�rn -' (�-{ y �Q-I n01- rnrn�cn�0 HAMDEN Z m� o�, N .A r z oA -� �� 0z o r oy mrnZ f� z 3 I o n rn morn cn c oy rn z 0 � oos ry I fTl C r n Rl� az"z� -< Z I �Z ' I �Q �-12 rn��O�Z (� O Ln m3mmrn N n '—' V J (-(� �OZA �O �I l� -{�O (nZ� (�4y (nn,Zrnj 3 �3�0� m rn �J = _ �—� m�n� O O ycnrn nQ y�yn y �{ za ocZzi��> m O -< Zrn �ymy (' y X ZQ �~ r' y rnOrn�� Q � ' I O ❑11 �mzrn ��o ( �Z �Or_ r n z00w I l rn z I I Oy ONOd002�❑ 3 OO F-rtnmcnz-<rn - -< rn or m® 3 7 0M03o N z Q 7 0 i SOIL TEST LOGY• ��°= D ` IGN CALCULATIONS DATE OF TEST: MAY 25. 2006 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS GROU NDWATER AL ENCOUNTERED UNTER D AT 129 AL OUT WASH USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL TEST PIT 1 PERC AT 72 in : 2 MIN/INCH IN C SOILS CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK fMINIMUM ALLOWED) ELEVATION = 29.90 +- DISTRIBU LION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL ABSORBTION SYSTEM: A 16 Ft- x 12 Ft x 2 Ft LEACHING GALLERY WITH (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CUT CORNER DEPICTED BELOW CAN LEACH 29.90 Abot = ( 16 x 12 ) - 3= 189 sF 0-12 FILL A s d w = ( 16 + 12 + 13 + 4.1 + 10 ) x 2 = 109.2 sF 28.90 AtoL = 298.2 sF oeS GW y 9.15 12-132 C MEDIUM TO 10 YR 5/4 NONE LOOSE 1 .9 Vt a.Z4 x 298.2 = 220.Z GPD 18,90 = COARSE SAND USE THE LEACHING GALLERY DEPICTED BELOW. Vt = 220.7 GPD > 220 GPD REQUIRED NO GROUNDWATER ENCOUNTERED L E / \ C H I N G GALLERY 500 GALLON DRYWELL TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH DIMENSIONS AND DETAIL PERC AT 72 in 2 MIN/INCH IN C SOILS CONSTRUCTION DETAIL USE H-20 UNIT ELEVATION = 30.35 +- I —DRYWELL UNIT INSTALL ONE INSPECTION STON RISER TO WITHIN SIX DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INCHES OF FINAL GRADE (INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING AND INDICATE LOCATION 30.35 16 Ft, 7 ON AS-BUILT PLAN w 0-8 FILL 29.69 a 8-120 C MEDIUM TO 10 YR 5/4 NONE LOOSE N ° '� 0 36 COARSE SANDppp0 000 1n 20.35 13 f t 36 pp0000a 3.75' 8.5' 3.75' Gj 2 16 Ft. NOT TO 1� 1/7 SCALE NOTES LEA CHING GALLERY CROSS SECTION VIEW 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-20 LOADING) 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 2 In PEASTONE ft InNE 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) o 0 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 28 3/4 in T 24 In 26 EFFECTIVE BEFORE EXCAVATING FOR SYSTEM. In -1 2 ►n GRAVEL DEPTH in 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 43 in 58 in 43 In 71 LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN 144 In 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION, OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 91 SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR: _LOADING.'DO NOT GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ,�,: '•"�._ _ 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE ,STARTING_ WORK. EXISTING GROUNDWATER ELEVATION -TO SERVE EXISTING DWELLING OBSERVED IN TEST PIT 1 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADEION A LEVEL STASIX BLE INCHESSOFTHAT HAS CRUSHED BEEN MECHANICALLY HASABEEN PLACED-.TOTMID AND ON N=I 4=-'UNEVOENHICH SETTLING OBSERVED GW 19.15 13 BE oEREN CIRCLE RC E A. f�SH N Es MA INDEX WELL A1W-230 ZONE C 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF .SYSTEM,;,'REPAIR. AND CHECKED READING DATE APRIL. 2006 EEO-TECH ENVIRONMENTAL FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE—FITTED WITH GAS BAFFLE. READING 23.1 ADJUSTMENT 2.6 ADJUSTED GW 21.75 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-23381 JUNE 22. 2006 1212 FL-O W PRO // I L_E` ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS VENT �� PIPE TQP OF FOUNDATION RAISE COVERS TO WITHIN 6 in OF FINAL GRADE EL = 34.11 +— 370.55 B i� 2 LAYER OF V6- D_B0^ 3 ft 9 MAX MIN 1/2' STONE 3' DROP USE H-20 a� FLOW LINE 29 60 7F -nT----,l II 10" - 14' H-20 46" GAS—mi l PRECAST 3/4'-11/4' BAFFLE ° ' DRYWELL STONE Lj 6 In BOTTOM OF1\29.24 STON SOIL ABSORPTION EXISTING BASE 28.83LEACHING SYSTEM EXISTING 29.00 2e.e0 GALLERY (END VIEW) 2s.e0 EXISTING 1000 GALLON 5.00 ft EXISTING SEPTIC TANK I7 ft eI 5 Ft 12.5 FL ADJUSTED Y 21.75 SEASONAL HIGH GROUNDWATER, N 3m m \ � Z X 3� n O >� Q co w z > o m m I w Foc 0 C R1 _0 rn 1 Cn m Om � 0 I O i M p� a v ® rn � x U�j j�' 7o��l > mmmo Z n Z Iv o� �/� �0 7' (W r _ m m o cz I c� �'j� -ern 00 rnrn >CO cn� �� m r � j TO,o `< �U� �•ti� 0> cz-I a-0 7 rn g11 X �� �n <�Im cNoz I rn>0m� -0r- � n0r0r �z 0c� 0n3m M N _ / m-D� >- m r zm co�Mo o o \ >>> a� rn /_ a �8 o �rs N� �0 � � � � � �r\j0o0z �i cl + N ONd��� a cn uI o�� mmm ' Z�m Mwwm Z�I wD w0) w CDm-� °rnmnm� z mo o���v°� r(wis, �S w >F-0 rn -,nnyy 0 �_A>. -0Oy Z��<yw m cn In 0) n ymO . �,n �� Iv I-r1 zm z m z --� mm rn�z �,rnm�om z.. a (� F O3 _ z cn=cn<rn na � ocn� oZ r n mm cr o O yZ(ni�1 M O�lm mW yCOynno-4o-nz -+ ' >-d n r0n�� �70� ��m rZri1Jz =or. D 00 �o r(n�n A ti n o0 ro�ocnn 3M p� ��-. Tl 1 r0°mac m3 �Cp -I-I m�9 ��� ` ❑ C �T rn0G rTl m O M ZZm rnrntim�� maw vJ >OZm I I Or��Z nrn �O-T °�°y�v' �a��rn z M m 0 �� z �I�y � rn��0�� =�oo;ur0 m �� (n o 3 °�0��, >un>>z m n m(f) 0 A-{ ��y�p myti m�0 Old---1-q 0 earn 9Ul <�> ry O � I�t-1 ��� a(nIZ O�0 MIZ 01301-�NO �1 �r=nozz W (n I r- I ' 1 X C O °-I�l 3-IZ UlQp Zf 3c*m� mcDoo arncllcn QWN �m ���c�n >o� w UJ —� O 3 Z rn0 �Of�y (n -i '� NWU1N cx)rs WUl�co `� mo O =cn=o Z °° Z ITl rn (n� (n O RI m p r y Z �' � y3 mrn- o°m rn ronz==c C C0 � — = Z� �mo2y C rrq -I 3 co m �O� ��� ��m03 I ' �rnzmm z ~ �wnz G7r �y33� ti ti m . I rnmti r0� �0 0r � O G) r7-1 R1 -I O�i n HAMOEN mxu,o 2: 3 AA (�y b y n01' R1�7 O rn c� �N ry 3 z o �I Oti rn �= O~r m� �C° ' cn(oo� ry I Y f,l C frl� azzm '< IZ n�Z I °m �y= Ir-'- 3�0Z rrnn 0 O n N m `�mm N n �--� (n rC17. �oZm �O -� yr0 (nZ° ��y ypr3r-Ti vJ -I o A �3�0� CD �-, iC7 mm�A O �r �c m a m Z o m co N = _ �—� �T�, p y p '10IT1 n p �y r(n.(n y o -ma m O m �- X Z ��r p C < rn ���o rn � rnn z > F �rn ���0 m 7�Z �O� y00ram 0 avo� 0 r 03>10083 zoo��`" W fTl 3 Z I (� m m 0 0 Z (r�m 3 n ONOd r� n� rn z_ L7 > C. �cnz z (n O °00 r 3 r � rnZco�-i -� (� m aso mm m � 0�oxm ry > z p V Z 0 FL_O W PROFILE ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS VENT PIPE TOP OF FOUNDATION RAISE COVERS TO WITHIN 6 to OF FINAL GRADE EL = 34.11 +- m 30.55 o X 3 Ft 9 to 2- LAYER OF 1/8- D-uo^ MAX IN 1/2" STONE 3' DROP USE H-20 FLOW LINE 29.80 10" = II 14' H-20 48" GAS�� PRECAST1-3/4'-l1/4' L BAFFLE STONE 6 in DRYWELL _ BOTTOM OF ' \29.24- EXISTINGSTON LEACHING SOIL ABSORPTION-. EXISTING BASE 28.83 SYSTEM 29.49 EXISTING 29 0m GALLERY 28.80 EXISTING 1000 GALLON (END VIEW) 26.80 5.00 Ft + EXISTING SEPTIC TANK 17 Ft o1 5 Ft 12.5 FL ADJUSTED P 21.75 SEASONAL HIGH GROUNDWATER 3rn 3� n >� p (n m O r Z m r m m �MFAV n C -0 O LTJ m m N • \�� IeS1 cn m � t \ O m y rn I �h� m �n n c C) tiN W I �d? � mmmo cDny zn Z o� 1 //� �0 '�� �w ��m� rno r �m oo z mrn � X O �/1/� / �-co0C HOC 1 CO r�cri. cn E�'� o,�` 1/�/ �'j v� Cf,z 9 r M _� rn 3S!11 �O,V C p(n v''i� ry Z �7 x\ 0 I <�m> Co� m (� my0� 0� �rnozz oc� n p-in -i3 m �—N l / >�mC mpmO>- >CZA N o pz> � �5 o o I + s1L�s� I i 'Il�M m w N - m� O~ O QNd�/ r�`t rnr CD OD t!Q rTi w w �z n D � wwm zn1 y w °' w rnurni2 0 1-00ul �m-� rnrnnm� Z w �, �, m� 7 =r-mo= - > m OI tiA 0>�m� .��� N ern° IT1 znrn-0y o oo� mOy Z;o1. �, �, ,rnc) �, I�l z z --] rnrn m�z rno�Om Z, � (� ornm-<r o M _ �Co z y�cconi M o°m �ocn -Hro�nn a ozr- o�ooZ Z Lo co co ,� -�>� (� a� o0 corn oom �mX m: z° rn n1 _ � > >-I r n � o ao Zr rn rr nn cnom0� t� �j 3 � o� �0� I rn�0yc 03� ZZp I ly�M>. - m3 � v J �Dozm ��4 o < m mzo orrnnm nm Mum OOO �(J' rn C �-��Z yyM yFm Zy N Z r F2��rn zI ' I m 0 II z -ilTl co� ymy ��� o� Off^ f� =ozro �rl n <� �(,J� 3 O�O�� ynn r-M y���r ` , N�mcam�IrncnawN�m � �z >�9Do m n m 0-N O ��O 2�y mom ZN(f) ..r 3nnZ 3 Z� � � ��� o� O my� cn m -ice o � az=< >In�- D o aoy -�o 0o rn3rn N r�nr ,-�,gym. �,=ooZ , F) m Rl� ~O O =Z o Z ��Z Zr3r-, m0 v1 '�ao rncnin�coN�mm �n�c�n >o=ZZ c.,.) > � —� CI , I X� 3 Z !�Om �O� Oco OyO ��y(!1 by mNWU1�10Dm -WU1�N `' rnp~p �mm-n� Z �'rn U)(f) yy� mm Oc) rnrn y` -Z mZ==� C 000� � = z� omo2y c rm -ICI cnmm �o� ��� �-CIIjo3p '^1I o cal �i X Rl;, I' m X f Z O Zrr�Z�7 �1 �mZmrn Z ~33 IT)�, N �� 00 O�rn co W o-0 z m CtJ C� z G7 ,�m m m rn O m Z� �� 2 m�Mo-i � _ � rn oCf- 3�mA� `' ny ~ m ��y �Oy nOr nm-;O-,c)- � F HAMDEN cn ry Z o A y O �2 - m O z c--�ao� fV i Yrn C m� >zzm '� =z Oi m�z �Om �cn= Ir--�Z��Z z O - �� cn< CI) ����' O r �O Oy r aO� (f� O n �3Z�JmfT1 N OD ED (� ryZA y yr0 (� cnZO ��� aOr3m0 -� n mzoo co ry _ = I—� m�T�, O O �O L, ) -i(nrn cep �ly�'O�� y Z �cl�mZ m Ul D (_ z -iu)o �, rn X �Z T �(n� y y0(n��rn rn O A m . Od0�1 rn f 1 I V J o �o ITI m zoo-<�-cf) rn rn Z I I m m m o r m 3 O I N ONOd 03>10063 �o��2 z 0 rno� F- 3 I -� <�C(nm ,oso mm m m -<rnzmo \ 3 �f' O > '� SOIL TESL LOG DESIGN CALCULATIONS . DATE OF TEST: MAY 25. 2006 DESIGN FLOW: 2 BEDROOMS X 110 GPD = 220 GPD SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S. WITNESSED BY: DAVID STANTON. HEALTH DEPT. SEPTIC TANK: 220 GPD X 2 DAYS = 440 GALLONS GROUNDWATER ENCOUNTERED AT 129 In _ �JSE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) ELEVATION = 29.90 +- PERC AT 72 in 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: USE 3 OUTLET D-BOX. DEPTH SOIL USDA SUIL SOIL COLOR, SnTl_ OTHER SOIL ABSORBTION SYSTEM: A 16 Ft x 12 Ft x 2 Ft LEACHING GALLERY WITH (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CUT CORNER DEPICTED BELOW CAN LEACH 29.90 Abot = ( 16 x 12 ) - 3= 189 sF 0-12 FILL Asdw = ( 16 + 12 + 13 + 4.1 + 10 ) x 2 = 109.2 sF 28.90 Atot = 298.2 sF OBS GW 15 12-132 C MEDIUM TO 10 YR 5/4 NONE LOOSE 18. Vt 0.Z4 x 298.2 = 220.7 GPD 18.90 = COARSE SAND USE THE' LEACHING GALLERY DEPICTED BELOW. Vt = 220.7 GPD > 220 GPD REQUIRED NO GROUNDWATER ENCOUNTERED LEACHING GALLERY 500 GALLON DRYWELL TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH DIMENSIONS AND DETAIL ELEVATION = 30.35 +- PERC AT 72 in 2 MIN/INCH IN C SOILS CONSTRUCTION DETAIL USE H-20 urvtr —DRYWELL UNIT INSTALL ONE INSPECTION S T O N RISER TO WITHIN SIX DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INCHES OF FINAL GRADE (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING AND INDICATE LOCATION 30.35 - 16 f t ON AS-BUILT PLAN ca 0-8 FILL 29.69 +� 8-120 C MEDIUM TO 10 YR 5/4 NONE LOOSE N 0 36 COARSE SAND m e o00o OQ� 1n 20.35 0o0o0o0000 00o000000000C:j cj C::,013 Ft 00 0 81C` 3.75' 8.5' 3.75- 1 NOT TO 1�2 6 Ft In SCALE NOTES LEACHING GALLERY CROSS SECTION VIEW 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN USE SHOREY PRECAST 500 GALLON LEACHING DRYWELL (H-20 LOADING) 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 2 In PEASTONE 2 Tn PEASTONE 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) o =3147n 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 28 3/4 In T 24 In EFFECTIVE26 BEFORE EXCAVATING FOR SYSTEM. In -1 2 i GRAVEL DEPTHIn 5) EXISTING LEACH PIT TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 43 In 56 In 43 In Z) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0- BEFORE PITCHING DOWN 144 in 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. GROUNDWATER ADJUSTMENT SEWAGE DISPOSAL SYSTEM PLAN ,F "ate 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STfARTING WORK. EXISTING GROUNDWATER ELEVATION .F -TO SERVE EXISTING DWELLING OBSERVED IN TEST PIT 1 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUEt',TOA_GRA"D`E ;ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED, AND fON TO WHICH OBSERVED GW 19.15 BEVERLEY A. ASHLEY SIX INCHES OF CRUSHED STONE HAS BEEN PLACED�TO,. MINIMIZE UNEVEN SETTLING INDEX WELL A1W-230 132 HAMD ZONE C EN CIRCLE HYANNIS. MA r 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR r AND CHECKED READING DATE APRIL. 2006 ECO-TECH ENVIRONMENTAL FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE= FITTE°D WITH GAS BAFFLE. READING 23.1 i s .z7 ADJUSTMENT 2.6 ADJUSTED GW 21.75 43 TRIANGLE CIRCLE SANDWICH MA 02563 ` " ETE-23381 JUNE 22. 2006 212 N Y pus AJNT °5 pro N 5� F�L�FYi��.�.�- + ��N�SH GIPADL-• �'� r- ��N�SM cr�,oaE �:r+NAg#4 GrtarC s ToP o f FravP4 ! ' ;s,:. - ,4i'('•r. ) .�-.---�_—.__------�. * L „ ,-- - % LvN�t�'• .vEFs.� II 13, AC�A/ZL ..... ELE✓ s _ ' �O i `C !� D (57- 3Ox 7 .9 = ► -� cQus�v��� s'ro.vF A/r A .67,484E � lo c ` LE`i9�N//Vfs PiT ` .,_ 1�ES I G Jtr Chi/ TErP/� /VQ OF .50pR4CM.'s !t r�� 17) q j O 50 c t f Y� , IT MEt). T t ri-4 ✓o �� S/; �,v�sParEa Qy : ��.,.x. ►"1vR2A t3h �1 30. V,ar-s� — ,o�x. 0Of , `` , t>n YA r f 40MO tA#4 No�E'/`??�i N cwcc SSNtf�N R E 2.71 4. HOLLY POINT ,�Ia s . .. ` l� �I� �.���,��r .moo ���� � G�'�✓T�� t�IL L E"J ,�`'1�955' v