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HomeMy WebLinkAbout0090 WILLIMANTIC DRIVE - Health 41 d�Wr.i.LiMANT Q Tv ARSTONS MILLS A 1.03 057 TOWN OF BARNSTABLE FI'C' LOCATION f0- SEWAGE # -7000 ,Z�3 NILLAGE /N 1q. ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. 9`r //0 S SEPTIC TANK CAPACITY LEACHING FACILrrY: (type) 7 ¢ (size) %/X 3o 1Y.2 -NO.OF BEDROOMS 3 f BUILDER 0 ��'�'/� PERMITDATE: .5-- 3/- 20a-' COMPLIANCE DATE: ,90 ` Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet QL 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 3 A . 0" 3 L /3 5� 53 3 � TOWN OF BA NSTABLE ,L,OCATION ��(�� SEWAGE# �r ;PILLAGE ( ASSESSOR'S MAP&PARCE J o��`7 oS 'i FRS NAME&PHONE NO. O '�p�()G /ck SEPTIC TANK CAPACITY LEACHING FACILITY:(type) / r (size) d� NO. OF BEDR O S OWNER t�v PERMIT DATE: GQ P T N, DATE: 07 � 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 . ---�-�--- � �— Willimantic Drive��_�__ Tr'1•uter 1 lervice t — 1 P A -- 31 2 i - 53 63 {C{ I - ti ...Vent_ TOWN OF BARNSTABLE 1 LOCATION SEWAGE# -�Q 1 } VILLAGE tj. ( _ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) a ice ( NO.OF BEDROOMS OWNER �G�i PERMIT DATE: S` - 8 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 u C.T- L �����+� I �ce�►�'ice'" al No. .��y9 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION,- TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for Disposal *pstrm Construction VPrmit Application for a Permit to Construct( ) Repair 0 ' Upgrade( ) Abandon( ) Complete System individual Components Location Address or Lot No. 9® LLB Owner's Name,Address,and Tel.No.42''6�X' �� , MeuLO ✓x� ©/.a obowwarn + Son 11 kaA6, . 11 Assessor's Map/Parcel e) Installer's Name,Address,and Tel.No. S'o$-°»/ 9359 Designer's Name,Address,and Tel.No. ��'���� l�n 5�-►^c.clL�n L+')C F�U./,�bX N�� :�J©C , >�IG. C>�Ly W Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) p J Date last inspected: Agreement: The undersigned agrees.to ensure the construction and mainten of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Cod and t to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. igned Date /,Wl'a Application Approved by Date V JO/ Application Disapproved by Date for the following reasons Permit No. Date Issued LT r No. �/ / Fee :. ; . + i n"£P ;�7 '`` THE COMMONWEALTH OF MASSACHUSETTS Enteredmcomputer 'Yes" y;�y^� PUBLIC HEALTH DIVISION_,-- TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPfltation for MispoBal *pstrm Construttlon 3permit Application for a Permit to Construct( ) Repair(>(f Upgrade( ) Abandon( ) ❑Complete System -'❑Individual Components Location Address or Lot No. Q (� ? '' Owner's Name,Address,and Tel.No. ` Assessor's Ma /Parcel fl)u u%� � � " eyy2r' r' 5o l,% i 1 l4&4p li,+,S >l�J Insstalletr's Name,Address,and Tel.No. SV&-rl-?/• '993 rj 9 Designer's Name,Address,and Tel.No. -I CW/7�7�'✓t.L-� Gio7 .LriG r?cs.���vx'� �/t.� tJiA440 fig; 4LY Type of Building: Dwelling No.of Bedrooms .J Lot Size sq.ft. Garbage Grinder( ) 1 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) t gpd Design flow provided gpd x' Plan 'Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S.. Description of Soil ,Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal systeiri'in'- accordance with the provisions of Title 5 of the Environmental Code'and no"I to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. gneil _.._ Date,' Application Approved by Date, �6/ Application Disapproved by Date for the following reasons ' 1 Permit No. r��"•t7' 11R, t /,tt 7 q Date Issued 5i///O h e THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Ceftifitate of Compfiante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(,A Upgraded( ) Abandoned( )by l '),,e f-n 1,1A <k- _D,C, at j n );j j;wta ,O L^e t�r 4"'�.��¢T,,, ,, �{�';//�as been constructed in accordance .. , .� ..�. / gam• with the provisions of Title 5 and the for Disposal System Construction Permit No!Xi8 P�j/ dated Installer A,,, In �►^5� r�s��rr� _r Designer A -r ;P?0.l0r cl0 #bedrooms �i _ Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will func(ti-on s designed. Date l/: / t~ Inspector . --- ----- -- ------ - ----------------- - - - - - -- - ------- ----------- No.r7e-1 N- f Q Fee t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ' Misposal bpstem Construction i3 fmlt Permission is hereby granted to Construct( ) Repair( o)' Upgrade( ) Abandon System located at `>/.� /V/ ' :�m�x � f~;fit^. ��.�/,? a ih�� .f l �✓. r`,� and as-described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date Approved by 3. � - 4 • • . . 3t Legend E • ` �" Parcels Town Boundary Railroad Tracks -J Buildings 103136 Painted Lines T qg Parking Lots Paved 103056 -` Unpaved 7 6 Driveways Paved Unpaved Roads Paved Road Unpaved Road ®Brldge ®Paved Medlan Streams 103060 Marsh *79 Water Bodies J 6 "+L 10313! U7_ #61 1030 7 Se A 'C Ar 10309., OCOA.,1()1.1 6 103058 #102 103138 477 ti Map printed on: 5/10/2018 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are . Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26oi o. 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the trap 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: I inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us r Assessing As-Built Cards Page 1 of 2 / TOWN OF B_ NSTABLE LOCATION+ /1 /(le SEWAGE# VILLAG ASSESSOR'S MAP&PARCE oUe o_5 -R39%ktftRS NAME&PHONE NO. 7/ i1A r SEPTIC TANK CAPACITY• (� r LEACHING FACILITY:(type) (size) / / 1/6 NO.OF BEDR 0 S OWNER PERMIT DATE: 60104A +WE 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 i i • I . Willimantic Drive woe sa 31 53 63 I vent i http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=103057&seq=1 5/15/2018 L COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS r DEPARTMENT OF ENVIRONMENTAL PROTECTION Y A t V TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 90 Willimantic Drive 03 Marstons Mills MA 02648 Owner's Name: Charles Lorden Owner's Address: 41 Mount Lebanon Street 0 Pepperell MA 01463 V Date of Inspection: September 27,2006 Job#06-258 Name of Inspector: PATRICK M.O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 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: V1fil►/ _X_ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authcrity _ PA ICY :m Fails —i Inspector's Signature: yJA Date: 9/27/06 ������� The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Heaffhkitit������� 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. ?.a ; � r7: Notes and Comments: Tank is not in need of pumping at this time,leaching system has no standing water,-3 CA) C ****This report only describes conditions at the time of inspection and under the conditions 4se at thaw time.This inspection does not address how the system will perform in the future under the same or different ' conditions of use. to -r' rn Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 90 Willimantic Drive,Marstons Mills. Owner: Charles Lorden Date of Inspection: September 27,2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with 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 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: r Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2.. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**.Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria 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: I Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 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_ 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_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. 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 at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] _No_(Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: 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 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No _X _ Pumping information was provided by the owner,occupant,or Board of Health _X_ Were any of the system components pumped out in the previous two weeks? _X_ Has the system received normal flows in the previous two week period? _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? _X_ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X_ _ Was the facility or dwelling inspected for signs of sewage back up? _X_ _ Was the site inspected for signs of break out? _X _ Were all system components,excluding the SAS,located on site? _X_ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? _X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no _X_ _ Existing information.For example,a plan at the Board of Health. _X_ _ Determined in the fl.-Id(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):330 Number of current residents:0 Does residence have a garbage grinder(yes or no):No Is laundry on a separate sewage system(yes or no):No [if yes separate inspection required] Laundry system inspected(yes,or no): Seasonal use:(yes or no): Yes Water meter readings,if available(last 2 years usage(gpd)): Two years total. 124,000 gal.=169 gpd. Sump pump(yes or no): No Last date of occupancy: unknown COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CN_R 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: None Source of information: 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 Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Compliance date: 5/31/00 Were sewage odors detected when arriving at the site(yes or no): No Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 BUILDING SEWER:XX (locate on site plan) Depth.below grade: 1' Materials of construction:_cast iron _X_40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: I' Material of construction:_X_concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 10.5'long x 5.2'wide—1500 gal. Sludge depth: 0" Distance from top of sludge to bottom of outlet tee or baffle: Scurn thickness: 0" 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: STICK WITH HINGE FLAP. Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Tees are intact and clear,liquid level at bottom of outlet invert.Tank has liquid only no solids. GREASE TRAP: No (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 TIGHT or HOLDING TANK: No (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: XX (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): No solids or hirlh stains. PUMP CHAMBER: No (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.): f Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 SOIL ABSORPTION SYSTEM(SAS): XX (locate on site plan,excavation not required) If SAS not located explain why: Type _leaching pits,number: _X_leaching chambers,number: Five infiltrators. _leaching galleries,number: _leaching trenches,number,length: leaching fields,number,dimensions: _overflow cesspool,number: _innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): Interior of SAS has no standing water or evidence of surcharge CESSPOOLS: No (cesspool.must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: No (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.): r Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 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 wirhin 100 feet.Locate where public water supply enters the building. Willimantic Drive Water Service 31 22 53 63 Vent Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 90 Willimantic Drive,Marstons Mills Owner: Charles Lorden Date of Inspection: September 27,2006 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 15 feet Please indicate(check)all methods used to determine the high ground water elevation: _Obtained from system design plans on record-If checked,date of design plan reviewed: _X_Observed site(abutting property/observation hole within 150 feet of SAS) _Checked with local Board,of Health-explain: _Checked with local excavators, installers-(attach documentation) _X_Accessed USGS database-explain: USGS topo map You must describe how you established the high ground water elevation: Property is 15-20 feet higher than Shubael Pond. .�-- "- •' '� �U 26 �' ,�y r�/dAA ;Jo)ae�n o��d�� ��c a �tdlb�n� �' fi O 3 d�wh! / 0. ✓1'e-tr -REFER T020001RC _ - L - BTH EDITION MASSACHUSETiS.j GENERAL NOTES. ._ G I = - - _ _ _ co re urml cvaes.nmae pec.epencbs'n Draipaamror , - _- ... -. - = - wcnrs - +mraw I = i; J} = ;� Lk �1J' SIC I i� ;� ; ! HE,f aa. I7 Z B o ry:d'wa a.00�a amm.m .ro�M - -- " �u°^ PROPOSED FRONT ELEVATION o E. SVB D06BM"a ror woax eb lc.a_zn tlbvWarcbe. Z z M Bwaara..elmmnrerm rcrrew 0aru bm amn acmrorrurron. Ld Z C W p N LU N It / I 7 IILU ill Q '!I ,7t�ltl II IIIIllt If JII i I�TI t I+ L : ! jlil lj)I lr II 11 C,11 tl ll: I ltll .. t m L;[r I r,IJ II - ' zz I I 111 rar�11 �I r-- L J J t .I. r f! I _J ' ... V, W [ I 4 i7tltl t j .� + I F: t1r i?J IT IlLC.11r Il Z a { -- x- -i+;ll z o a LU r� L o z In PROPOSED RIGHT ELEVATION_ ( - -- occ o 0 3 a _ a cc) m - _ PLAN DATE 3/28/10 _-.... ... .___ .._. _ - AWN BY PAB n l 1 _ - _ •'i// REVISIONS: - SCALE:IT UNLESS NOTED � I f1p _—r1�I. _'-.-' 7 I _. I� ................ ._ I Tt�I:I;�;' F,.., i!.L.. .......,... PROPOSED REAR ELEVAT„I„ON, Al COPYRIGHT SPB DESIGNS 2015 �J Y � - BATH ROOM I FAMIIY MINING AREA w� I ,-.Poo >..yo. EXISTING E .>:.._�:. I• I (7 i o I I --— —.- 2 3 PLY BEAM "—. k-->�{— O tl ---—_,•, —;'J ` DECK SECTION DETAIL FFIGE Z .I I!. Z rtDi Y ENTRY p N EXISTING p~-- \ k�l EXI_STINGnmp w EXISTING NITCHEN I - Z + n w 4 ---- �--- — I Z I I III i - I j I F �--jl S„TING Q EXISTING EXI O SLAB i' &yy 8 ye�y4 �' ye Z ;.a Z OJ_ i ...- i x I i - -...--.__.—..... _ - _.. - Q Z oo ce 'I +• RST FL _ � �o L) cc:O a m m a gg f �1 .I BASEMENT I I PLAN DATE:3i20l16 g3 -I ......... 2e� k PAB -.... DRAWN BY:uwcxnc is -- ..... -'- 1�k I.... -' REVISIONS: -.- ,—� EXISTING �— ....... fOUNDAT/0N i.c• ucwu SCALE:114-=1'-0' k UNLESS NOTED N `I-i .-.: FOUNDATIDN PLAN A2 COPYRIGHT SPB DESIGNS 2015 tt. ----------------------------------------- ---------------------------------- rm .................................. ...........---------------------------- LBATHI ---------------------------------------------------------------------------------.................... EX EX. BEDROOM BEDROOM z UNFINISHED UNFINISHED z BASEMENT BASEMENT 0 (Z (9 Z 0 EXISTING SECOND FLOOR z - ------------------- ---------------------------------- ----------------- --------------------------------------------------------------------------------------------------------- EXISTING BASEMENT z 0 EXISTING 0 z FAMILY ROOM 0 m z C) U, < c, 0 zi5 z 0 o EX. w w <z BATH o cc 0 EX. 0 DMING EX Q- 0 —w 0 L) cc 0 KITCH-EN. CE < rn < �E 0 T� ji JKI CHEN PLAN DATE:3128118 DRAWN BY: PAB EXISTING REVISIONS: MASTER BEDROOM EXISTING SCALE:1M'=Vo LIVING ROOM UNLESS NOTED EXISTING FIRST FLOOR EX COPYRIGHT SP5 DESIGNS 2015 M� W EXISTING GARAGE O Z J N Z O U ya�Q N +1 Z�k A tLJ.J1 0 Z c; w O N d^]i C) LL J W N Q z Z W EXISTING GARAGE W ¢ Z O a 0 w z a O_ ~ U O�6 Z U_J Q O Z to w ¢ j Z UNFINISHED O U 3¢ STORAGE a m m PLAN DATE:3/20/18 DRAWN BY: PAB REVISIONS: SCALE:1/4=1'-0' UNLESS NOTED EXISTING GARAGE LOFT EM COPYRIGHT SPB DESIGNS 2015 Town of Barnstable P qypl _ Department of Health,Safety,and Environmental Services oFs Public Health Division Date Q, 367 Main Street,Hyannis MA 02601 HAMErrANZ Mass. 039. lEpy►�� Date Scheduled 1640444, �datne Fee Pd. L. Soil Suitability Assessment for Sewage Disposal Performed By: 5 \ off(t_� Witnessed By: :�L-N� LOCATION & GENERAL INFORMATION \ . . Location Address /`��/" c Owner's Name N,�1�( , �� mot//���1 V// � � Address to`� W'\1`(m/1"tt Z Assessor's Map/Parcel: 1 U' /�"( Engineer's Name STSPHEN ►S pOYLE & 30C. NEW CONSTRUCTION REPAIR Telephone# 42 Canterbury Larne 36 8/540-2534 Land Use V Ac -�(y��aa=� Slopes(%) L 5`1` Surface Stones - S D'stances from: Open Water Body Z.fop' ft Possible Wet Area x ID% ft Drinking Water Well=L 100 ft Drainage Way -7- 50 ft Property Line .Z- 1y ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) _ t Parent material(geologic) Depth to Bedrock 1�4//� Depth to Groundwater: Standing Water in Hole: 1y/7> Weeping from Pit Face tA/A Estimated Seasonal High Groundwater G -Z,0 ... ... ..... .:.. Method Used: :....................:.......................::.....................:...:.:.... �ra-t�ci r-:�1� Depth Observed standing in obs.hole: N/j>r in. Depth to soil mottles: (.i/y+. in. Depth to weeping from side of obs.hole in. Groundwater Adjustment I N�/ff ft. Index Well#_.___...__ ,Reading Date:.__...___ Index Well level...-.--- Adl.factor Adj.Groundwater Level pEROLATION TEST: Date ee�Ttr�� t1'+�1� . Observation Hole# 1 Z Time at 9" Depth of Perc t� 3S�it Time at 6" Start Pre-soak Time Q l\'.01) w.Z-3, Time(9"-6") End Pre-soak 1\,Z3 I1'-39 `Z-A qA.`, dIlAri-L .. TD 1 j,A t1A1 Rate Min./Inch L L Z Site Suitability Assessme : Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Divisto Observation Hole Data To Be Completed on Back j Copy: Applicant ;DEEP OBSF, ATION >CIl�I1E I.O Dole;# . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel A-zt�'' -� t_s �oyrzy� -� �=� anu-- y CO rztS,.rL N N k ra(ot—\ G Z, Sa.�� •Z.5Zt 'T N11=6?, S/uvU w o'• r • t . . . DEEP OBSERVATION HOLE LOG Hole#; Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel A-vo-_ soya 3/Z kyb s� �,►�= Spot — t Ntr� DEEP O$SEIZ .ATt011 HOLE l<.00 Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistent °o ravel L_ DEEP O]BSER�ATION.H( ►LE LC�G Dale Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o ravel Flood Insurance Rate Mao: ' Above 500 year flood boundary No Yes Within 500 year boundary No Within 100 year flood boundary No ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on 3 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature S Date vq-- 0 1—00 i TOWN OF BARNSTABLE LOCATION '70 W.-1/u�g-i?.�c- Al, SEWAGE # VILLAGE ASSESSOR'S MAP & LOT ' INSTALLER'S NAME&PHONE NO. �• C ti ��`o (5��J 7'��-`/5 S S SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /�`i,f>0 (size) %/X 3,f,X NO. OF BEDROOMS 3 BUILDER 0: PERMITDATE: S' 3%- ,?oo-' COMPLIANCE DATE: 1 Separation Distance Between the: i Maximum Acjusted 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 Wet and and Leaching Facility(If any wetlands exist within 3D)feet of leaching facility) Feet Furnished by , F 4r Lj V� l f No. "'`o Fee THE COMMONWEALTH OF MASSACHIJSETTS Entered in computer: q Yes �p G� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS t� 01pplication for 33iq oal $tem Congtruction Permit 1 Application for a Permit to Construct( e)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Locaticn Address or Lot No. 9 0 w t,` \y� -�t L ( Owner's Name,Address and Tel.No. � A4a4,)4r� / C hc.9 f ley C-�d-e" Assesscr's Map/Parcel ��� 4— 1 h-1 vu {--,,Ge— 6 +won S�- Installer's Name,Address,and Tel.No. Designer's 14anie,Address and Tel.No. ,09 &X 33%/r/:'4,s Yo,! /yI 11S/�� �l :i>O 3-ox a,(.o 5) M • �-t i j ., Type of Building: Dwelling No.of Bedrooms 3 Lot Size 6-'-a 1 a5 sq.ft. Garbage Grinder(A)p Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow gallons. Plan Date F�� ALOC, a Number of sheets ��Revision Date Title I Size of Septic Tank j,,5 on Type of S.A.S. H — 01.E Description of Soil 5,12 e _9 Q — a p Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: -----Theundersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y thi Board of Health. Signed Date J Application Approved by Date 61 Z-7 74W Application Disapproved for the following reasons Permit No. Z G,3 Date Issued tl—2-7 No. Fee THE COMMONWEALTH OF MA ,$AC SETTS Entered in computer: H . ` Yes uPUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ' application for ]Dio ooal Stem Construction permit �; l� Application for a Permit to Construct( ✓)Repair( )Upgrade( )Abandon( ) , El Complete System El Individual Components Location Address or Lot No. 1 0 W t k\ \VnC�_,•\A L 1O/(i Owner's Name,Address and Tel.No. Assessor's Map/Parcel�� , �/� l C v T L Installer's Name,Address,and Tel.No. Designer's ame,Address and Tel.No. J A� /fo 1CLn q� -ee 5 u ✓ vey �o /Sox 331 /O-A/ 100,4 S oh a Co 5 NA . Pt 'At � - ; Type of Building: ,,•:, Dwelling No.of Bedrooms -�' Lot Size oZO4 ( a5 sq.ft. Garbage Grinder(Up Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 530 gallons per day. Calculated daily flow gallons. Plan Date A s 1 a o0 o Number of sheets Revision Date Title `J I Cr `OL- Size of Septic Tank I,5 OO Type of S.A.S. (� Description of Soil )OP Q, u 0 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y th' Board of Healt . Signed Date ,--31—2", Application Approved by Date �— Application Disapproved for the following reasons Permit No. Z G+1 Date Issued Cl—2 7 � ---------- ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARN.STABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CE , tat the On-site Sewa _Disposal System Constructed(✓)Repaired( )Upgraded( ) Abandoned( )by A �� at 7o �o-, t r iX.j4,1!./// has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Z ?dated —7 7— ?c UO. Installer Designer— A 0 The issuance o s e shall not be construed as a guarantee that the sy'Wtem will function- as destgned.� '/ Date ®� Inspectory �IJ � t3 41 ,/ / v r v ZG427-ZG3 ------ --------------------`— — No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lMpogaf *pstem Construction Permit Permission is hereby granted to Construct( Rep ( )Upgrade( Abandon( ) System located at �`/l� •� dt �' ril/lG� / �/!-//1 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: Approved by r� THESE PLANS MAY NOT aB REPF:gUU'JE6 IN LYHOLE OR PART�• UNDEI'.Ally I I I .....•.•..••• ...........•......,...yi 1 THESE PLANS MAY NOT BE REPRODUCED IN.WHOL-E OR PA&: .+ 1 IUNDER ANY CIRCUMSTANCES " 11 �I O Violators will be responsible for WI lees end perleUlos � resulting from anlorcement oetNs provision*,Copyright • 'I 1 - _-"I. O 992 b::ao:;Associates.Inc, Maahpee,Ma�e.e. .. : : . .•.. .: .. I , DAY tvo. A,• c z�, r U a yg d; Li :�.IK>�euo1 FAIL A6 Ile c N (iI <ac 2n.W GYr JiTr+w�l. I ...u�.� '� �4•✓1C L.iE^� 0P- a o A'-f. 17. LL 70�.. `—TN.R. ...—"_..___ e i 7414 fe _13 P • — 1 P.m •LkJL *14.I TL — .. NbZ�Z a.+o'L•Ir}t ..� . Us CvNTRACT DOCUMENT We hcr.br C.,Oy IN,Document ' � to b. the Besil of oar Conascl. aa 1 I --- IorS..' Yarosh Associates,Inv. L�SY FLfaO�-PLa.N ,i NJrr,;s JrlrlerT I 1 a Gaps r^q it Alau".,UA 024V O 42 6G THESERWV�}u+u.r.v+u }. } RVRODUGEB'IN 1AtHp4E OFl PA�iI UNDER ANY c*Rot MSTANCEB '..y •s. r s .��...• r THESE PLANS MAY' REPRODUCED 65:; REPRODUCED W WHOLA pAhf; I IITt _ UNDER ANY,diftt.11M8TANC h B�llaee rgsyhinphomsnlorcQgWlt lM.lp4t{{ton:..Copy+ +l ' �y' 1:! s• ..�_ ....t o 1992 by Y4rosh Acsgcjeles kso, MsµhDle DQal.• * t f}r ...... .. S r. I C I • i -- R 12'-Ip• I I C I 4 J IL I I D e10 o N Qj6 'r� NI POP—_ - I 1. I. I � 'a• 46 44s•yl..v:.Jry s wJ71.O::�h Di !: i �.ie...xi L( iN.+�M�� ..Z.•}.�({.SO �F M.I. I I . +s o. S� C - —�..—_..--•---_•'"`_-. :.-- " N.,,.h •�4y CuGi(y.his DocemaM 1 t. — —' of our Conlr d" _ i y uLa ! s,lrc �?s— y Z;l 4iWOea. c c .4,��\ �� l ter T,?.,, i r ':_Sy, j• s + Tt l K y" � yt � 1. ri .r •..• s �t t .+ ..'S'" f .a..YX'-n } . :�a:'�y � r s _ r r *� C,. a. - � !ip� wsl� .4;}'!£'��'L•'. - . . .. .,tF {�r.;�,'�` 1 ' MARSTONS MILLS RO UTE 6 AS LOT 58 ti I Y' o j U.POLE I ► i N83 36'00'.#\ 0 165 IF_00' 1�40. CE LANE ► \ \ ► \ v, \ o LUCUS I d /• j �f �� .\ ?URA �oQC\l �' H'ILLIMANTIC DR. U ' �► PR°'�O'� \ N AS LOT 137 LOCUS MAP GAR ►� ►o, \ o� \ �� ' ? J20 6 p ASSESSORS MAP.•103, LOT 57 ► 10 0 TP#2 1 \ \ J p wi�h Oo�\ PLAN RE'F. 157/97 ► �, o► co 1 To I / ANT ZONING: "RF" FLOOD ZONE: "C» o I I ~'`�� w�l�l W=y W o`�4• COMMUNITY PAN EL # 4 2500010015 C w �1 D. 8/19/85DATE ° ° 0 —O— 7—��� d op 9l�d dr_ ► ► 2s o• AS LOT 57 �' '`� ?1f' I I �L o rC `9�'l)f�, `� "'ren 9A SITE AND SEPTIC PLAN UPOLE oo �\ LOCATD AT ' � 90 WILLIMANTIC DRIVE N8336'00»W BARNSTABLE, MASS. PREPARED FOR: o o CHARLES W. LORDEN 5 ,%k Of APRIL 21, 2000 PIAtR..► �. W OF M'lT , � 11REti�iH�91 H i. Z P y ► O HYDRANT AS LOT 57 WILLIAM YANKEE SURVEY CONSULTANTS ► TAGBOLT N HYD A T LIEBERMAN d, P.O. BOX 265 I ELEV. = 100' (ASSUMED) �qM a No. 23971v0 � UNIT 5, 40B INDUSTRY ROAD I �\ <v MARS TONS MILLS, MA. 02648 f s � GRAPHIC SCALE pNA�E PH.(508)428-00.5.5 — FAX(.508)420-5553 / 30 0 15 30 60 120 ( IN FEET ) u JOB NO. 52342 CB 1 inch = 30 ft. SHEET I OF 2 q ? EL. =_104. 5' TOP OF FOUNDATION { r- 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. PI7CH 1/8 PER FT. 2"LA YER OF VENT 102. 6' 103. 0' 1/e"-1/2" —7 / / / , CONCRETE COVER WASHED S71'JNE 6' MAX s" ,vAx' � / / / / . EL= 104 4" CAST IRON PIPE 6" MAX , , / / / / (OR EQUAL MINIMUM PI7CH 114 PER FT. En CLEAN SAND MIN. '/ZVI10' RUN 101,LOW LINE 12' RUN EL=99.5' NV RT 101 6' 1MiN 14" 52' 1?UN- —20•— EL.- INVERT CAS EL INVERT �6 SUM LEVE INVERT o °°°oo °o°oo 0 BAFFLE 101. 05 INVERT ° ° EL.=101.3 o0 DISTRIBUTION °°o °°° °°°.00°0 000 00 0 0o0 0° o°00° 97 0' (719 BE PLACED ON FIRM BASE) o o° o° 0°°co °o °o°o o ti o o°0 °o 0 0 °0 0 MECHANICALLY COMPACTED OR 6" OF S70NE BOX o°000 8 .o °0 o 0 00 0 o r 0 0 0 0 00 000000 OEL. GALLONS 7b BE WATER TESTED Il' X 38' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET � PLACE ON 6" STONE 3/4" To 1-1/2" SOIL ABSORPTION DOUBLE WASHED STONE SYSTEM (SAS) "H-2O + ko PROFILE OF _ BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV.=_9 2'_ SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE (2/2/00) ELEV. =__92'_ NOT TO SCALE OBSERVATION HOLE 2 ELEV.=_ 102_ OBSERVATION HOLE I ELEV.=_ 102_ PERCOLATION RATE Sz MIN./ INCH INCHES DEPTH J 10RIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MO TT L0T�H.SER 0-4" A SANDY LOAM IOYR 312 / NO SON LOOSE 0-4$' A SANDY LOAM 10 YR 312 / NOORNPACE GENERAL NOTES 4-26" B LOAMY SAND 10 YR 514 / FRIABLE COBBLES 4-26" B LOAMY SAND 10 YR 514 / FR5 YRIABLE COBBLES 6-66" Cl SAND 2.5 YR 714 / COMPACTED 26-66" Cl SAND F5 YR 714 / COMPACTED 1) ALL WORKMANSHIP AND MATERIAI.S SHALL CONFORM TO D.E.P. YR COBBLES 5YR COBBLES TITLE 5 AND THE TOWN OF _B—NS-T BLL'_ RULES AND 6 -120 C2 SAND 2.5 YR 716 / MED. SAND 6"-120 02 SAND e 5 YR 716 / MED. SAND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WATER ENCOUNTERED 1 10YR GRA VEL W/.10 YR GRAVEL 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6 OF FINISHED GRADE OTHERS WITHIN 12 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 210212000 SOIL TEST DONE BY STEPHEN J. DOYLE & ASSOC. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: DONNA MORANDI 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE Phf 9668 DESIGN CALCULA TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. TOP LOAD 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . 3 BE MORTERED IN PLACE. 5 INFILTRATORS(H-20) WITH GARBAGE DISPOSAL ND 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4' STONE SIDES, ENDS AND TOTAL ESTIMA TED FLO W DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 15" STONE UNDERNEATH ( b2__GAL/BR.IDA Y x _3__ BR.) 330 GALIDA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 11' X 38'X2' EFF, DEPTH REQUIRED SEPTIC TANK CAPACITY 1500 _GAL 6) UTILITIES SHOWN ARE APPROXIMA TE ONLY EXCA VA 7101V CONTRACTOR SOIL CLASSIFICA TION . I IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS NOTIFY YANKEE SURVEY 24 HOURS DESIGN PERCOLATION RATE . . . . MIN./IN. PRIOR TO COMMENCING WORK ON SITE. PRIOR TO SEPTIC INSPECTION. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 454 GAL/PA Y 8) PARCEL IS IN FLOOD ZONE__"C"_____. RESERVE LEACHING CAPACITY . 454 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP 103 AS PARCEL 57. (38XIIX 74)+(38+38+11+I1X. 74X 2) SHEET 2 OF 2 JOB NUMBER _ 52342______