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0320 PARKER ROAD - Health
320 PARKS Elm ®S'-LRVIL 1 A = 116 075 003 0 OWN OF BARNSTABLE LOCATION 3 a® PA,V.r SEWAGE# 01- 5� VILLAGE ASSESSOR'S MAP&PARCEL OG- O� INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /SaO LEACHING FACILITY:(type) C�,q,„�„�size) �3�a"x yap K a ' NO. OF BEDROOMS 51 OWNER sn2rI Lks PERMIT DATE: 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 n Jpr,6ro JA 4 Pro^T i O 13� 1(� a a1 13 y w'p TOWN OF BARN;4 C LOCATION 1'WY K �'✓ I SEWAGE # Or�64) ' S VILLAGE & l ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. h �ct, o SEPTIC TANK CAPACITY LEACHING FACILITY: (type) y S o� c COP" (size) 13• r 0 + x a. NO. OF BEDROOMS BUILDER OR OWNER St ' ,> RLI PERMITDATE: COMPLIANCE DATE: ® D Separation Distance Between the: Maximum.Adjusted Groundwater Table to the Bottom of Leaching Facility Feet t Private Water Supply Well and Leaching Facility (If any wells exist on.site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by a S` r • r :x' � fi.,s'S' .'.,:�C—'�«,'� t *r -, J `�.ti ti:'. r., sav'i.'�, -. s - � 4 „i ..x � •e. -. TOWN OF BARNSTABL LOCATION iU Y f-t L'y SEWAGE # v! r VILLAGE SL ASSESSOR'S MAP & LOT INSTALLER'S NAME&.PHONE NO. _�in �t SEPTIC TANK CAPACITY . lr LEACHING-FACILITY: (type) y _a b69c C0441 (size) /3•.2 k4 NO. OF BEDROOMSo (^ I BUILDER OR OWNER * Uf LYzS PERMITDATE: 77 COMPLIANCE DATE: D Separation Distance Between the: - w 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 . lung facility) Feet Furnished4by j 10 ro la "0. ^ y_.,.,.,,✓ ,yw .:.-:rrx��h:..�ri 5.tk„s ,r-: ,.. .. .,'F � 'gr; `+ u::.. ..:;,: ••tt xs�{� g'� .%-++. !r`�,' ��Sr 5'� --"' "`�. r Y 7. y• i l ulCOMMONWEALTH F O 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: 320 Parker Road OA Osterville, MA 02655 S I Owner's Name: John Jendricks Owner's Address: 119 Hernandez Avenue ��� Los Gatos, CA 95030 Date of Inspection: November 3. 2006 Name of Inspector: (Please Print) James M Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 4 CERTIFICATION STATEMENT ., I certify that I have personally'inspected the sewage disposal system at this address and that the inormatioieported below is true,accurate and complete as of the time of the inspection. The inspection was performed Vils based vT my training and experience in the proper function and maintenance of on site sewage disposal systeQ I am DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The s}tt: in: Passes C itionally Passes c- ed N Further Evaluation by the Local Approving Aut ority c Inspector's.Signature: Date: November,13: 2006, The system inspector sh\sub� t a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector-and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 320 Parker Road Osterville,MA Owner: John Jendricks Date of Inspection: November 3. 2006 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15:303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in.the "Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. 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 distributionbox. 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: 2 ' r Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 320 Parker Road Osterville. MA Owner: John Jendricks Date of Inspection: November 3,2006 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 CNIR 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,asurface water supply. The system has aseptic 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 colifonn 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 fonn. 3. Other: I 3 i h Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACESEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:' 320 Parker Road Osterville. MA Owner: John Jendricks Date of Inspection: November 3, 2006 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due town overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water.elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ . ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a.piivate 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 System: 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 320 Parker Road Osterville, MA Owner: John Jendricks Date of Inspection: November 3, 2006 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ _ Pumping information was provided by the owner,occupant, or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in the previous two week period?. ✓ Have.large volumes of water been introduced to the system recently or as part of this inspection? ✓ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site inspected for.signs of break out? ✓ _ Were all system components,excluding the SAS,located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes No ✓ _ Existing information: For example,a plan at the Board of Health. ✓ — Detennined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 320 Parker Road Osterville, MA Owner: John Jendricks Date of Inspection: November 3, 2006 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 0 Does residence have a garbage grinder(yes or no): ..nia Is laundry on a separate sewage system(yes or no): nia [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL Type of establishment:. Design flow(based on 310 CMR 15.203): Qpd 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: i Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable 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: Installed on 10/10/01 -per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 320 Parker Road Osterville. MA Owner: John Jendricks Date of Inspection: Novenzber 3, 2006 BUILDI NG SEWER(locate on site plan)' . Depth below grade: Materials of construction: _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.): SEPTIC TANK: ✓ (locate on site plan) . Depth below grade: 2' Material of construction:' .. ✓ 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: 1500 Qal. Sludge depth: 211 Distance from top.of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum.to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick 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 were present. The liquid level was even with the outlet invert. The outlet cover was 12"below izrade There did not appear to be any signs offadure. GREASE TRAP: .None locate.on site lap ( plan) Depth.below grade: Material of construction: _concrete _metal fiberglass '_polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 320 Parker Road Osterville, MA Owner: John Jendricks Date of Inspection: November 3, 2006 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) ) Depth below grade: Material of construction: _concrete ,_metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day _ Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Connments(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.): The D-box was level. No solids were present. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Corn ments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 320 Parker Road Osterville, MA Owner: John Jendricks Date of Inspection: November 3, 2006 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 4-500 gal. chambers (13.2'x 42'x 2')-per as built card 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.): The chambers were dry and clean. There did not appear to be any signs of failure. A video camera was used to inspect the interior. CESSPOOLS: None (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.): i PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,' signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL.INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 320 Parker Road Osterville, MA Owner: John Jendricks Date of Inspection:. November 3. 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 within 100 feet. Locate where public water supply enters the building. _......_ Q Pr6AT a p _ a a a1 13 Y 384. a-7 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) . Property Address: 320 Parker Road Osterville,MA Owner: John Jendricks Date of Inspection: November 3, 2006 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 25+/- 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: Observed site(abutting.property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps, the maps were showing approximately 25'+1-to ground water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees,.either expressed, written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 f Town of Barnstable P# Department of Health,Safety,and Environmental Services �,M Public Health Division �Date o(,-tV e 0 70 367 Main Street;Hyannis MA 02601 BARNB'rABM Arfn►+t�n+'� Date Scheduled C>to—V_-0k Time W,Ot7 Fee Pd. �4Dp Soil Suitability Assessment for Sewage Disposal Performed By: t..I'I.. Witnessed By: C - \ `,• t-�,q� LOCATION ER& GENAL INFORMATItO:IV Location Address - Owner's Name 'j20 � p�7 (.� �� 1 t�1�- �L,l,�� 1 o Address D sifdW�LI - nn t1 Assessor'sMap/I'arcel: Engineer's.Name S� �7otily LJ,9L, , / 1 t NEW CONSTRUCTION REPAIR Telephone# 1 DQj — Land Use "`` �' � �Aa .Slopes.(%) ZY0 Surface Stones Nd , Distances from Open Water Body 4.1 .O ft Possible Wet Area G 100.: ft Drinking Water Well L Drainage Way ft Property Line L \0- ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �© :: r y , 3a c9 Z-7_ t.Zgt z15�p { Parent material(geologic) Depth to Bedrock �aJA Depth to Groundwater: Standing Water in Hole: Weeping from PitFace y�/p Estimated Seasonal High Groundwater G T;t_. 1b ENCr �Q7 _. .......... ........._. _ .,. . McUiod Used: T�. -- �t�N.►� " - - Depth Observed standing in obs.hole: in. Depth;to soil mottles . in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• index Well# ___ _.•. Rnadine Date:`._ __ index Well level _ Adj`:.faclor___ Adj..Groundwater Level >�ta✓RcaZAza�v msT ::......::::. Observation - Hole# I _ate Time at 9" r Depth of Perc « . — _ Time at 6". . I Start Pre-soak Time Q \ ,t 5' ' � Time End Pre-soak l , Zh !��`Lt ►V 51 I'a A?���. Rate Min./Inch Site Suitability Assessment Site Passed v Site Failed: AddihonaLTestmg Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back=--- Copy: Applicant DEEP OBSERV.ATION HOSE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Cher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. _ I Consistencv.° Gravel) ` , DEE$ OBSERVATION HOLE LOG Hole#< Depth from Soil Horizon ' Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. _ C n 'ste c ° Gravel Zt7—rjC�1t C, Z DEEP OBSERVATION HOLE LOG T3ole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) !' (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Consistency.%Grave DEEP OBSERVATION HOLE LOG Hale# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. j Consistency.%Gravel) I Flood Insurance Rate Map: Above,500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No 6� 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 riot,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. Siunahire n2tP of--\� ®, Fee ,, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS rication for Mqpoof * stem Construction Permit Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -3Z� Ph �� C�����j/ Owner's N`am+e.Address and Tel.N . Assessor'sMap/Parcel �r, 0— /6 111L V/6"OP �5 ` 1►c. `� 3 Installer dress an Tel.N � Designer's� ternd ry La & ASSOC. --vv// � 1/)�_, 42 Canterbury Lane East Falmouth, MA 02536 Type of ' din well' No.of Bedrooms S Lot Size i3 Z sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 '�b gallons per day. Calculated daily flow %'A gallons. Plan Date Number of sheets Revision Date Title 1.Ww.r o Size of Septic Tank t4 00 f k "Qnr_4d4 Type of S.A.S. CkW'*A _Q. Z'Qr�►yt.�� Description of Soil -%ism 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 a of to place the s .stem in operation until a Certifi- cate of Compliance has been issued byAisBoapd of Heal C� Signed Z / Date Application Approved by ® Zj Date Application Disapproved for the following reaso Permit No. Date Issued a No / -ice! Fee 4 :-'" ; Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Y; Yes PUBLIC'HEAL'TH DIVISION T01NN-OFBARNSTABLE., MASSACHUSETTS tion for ig ogar stem (Congtructiot� permit ���ftca � � �p � Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) El&mplete System ❑Individual Components Location Address or Lot No. FMR�t \L 1G-b Owner's Name—Address and Tel.No. Assessor's Map/Parcel Installers L�1ame,� ddress and Tel No. Designer's N el. V �a �� ant ®YLE a ASSOC. 42 Canterbury Lane Fast Falmouth, MA 02536 Type of Building: welli No.of Bedrooms S Lot Size t3 loZ sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow _ � gallons per day. Calculated daily flow '1Z gallons. Plan Date . %'Ll MCLp �Nu nber of sheets Revision Date Title St r-_ K�tit,.+ Size of Septic Tank t oO crj.A"KA 76a-_L+S,-%� Type of S.A.S. cW��-nT5T=12 'C"Ra�ti1LC� Description of Sodom, 1 ►k Sot L S 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 a ° of to pl�thhesm in operation until a Certifi- cate of Compliance has been issued by is oacd of Hea Signed I .- / % � / Date 1 err l - Application Approved by %�t�� Date Application Disapproved for the following reaso s �. Permit No, Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On- ite Sewage DsP,osal System Constructed( Repaired ( )Upgraded( ) Abandoned-, -by. 11 . has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 1 Installer T H, r A t T U Designer,. hl / jjAIM A'l Mill A I The issuance of this permit shall not he const/rlited a a guarantee that the system wil�l/lfun tiog,as de�}gn�d. ch 1 O _ Date ` 11 I Inspectorn v1 -- - ---------- ---- .--------------- - j No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogar *pgtem Congtruction Permit Permission is hereby granted to Co struct( JL.,�eep '' ( )U rade( )Abandon( ) System located at - ?.tJ �Gt%) �, �� &t/y;Af 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 th71( it. ( f Date: 9 `.� l t Approved by j-E�•, yr I�, 'I'lUll TE' iT AND 011SERVATIolJ 1'1'1'S ' LOCATION La T VILLAGE ( _ bls +�nlL �5T�2Vl,r`� z�ic s 2�1(LI C. C PIreQp� NO. v APPLICANT �l�J L = A.7S A4- 2 L� �l( S DATE ADDRESS 32t� Os�N��ItLC.t; - FEE ENGINEER /!rx TELEPHONE NO. gZ`v ZgLj (Non -refundaUle ttA L DATE SCHEDULED TELENE NO. y Z WAN, .. . . . . . . . .,.. . . . : . .. ... .&GeluT �Applicant+e signature SUB-DIVISION NAME . SOIL Loa EXPANSION AREA1 YES DATE_ �}��t 1�1 35 TIME Z'.30�'"'� TOWN '�'� �SUL�kV4_ ��r� WATER WELL, //�'y �_ 4�G ENGINEER !; Ze,Y 7y►.a r� ►►.�(� BOARD OF HEALTH SKETCH; (Street name -etc. �1 L��c�r EXCAVATOR ,iiimenefona of lot# exact location of lest holes and 1)ercolation teste r locate wetlands in proximity to feet ho NOTESt . lee) w L6T 2 • '� l-7, 8g73 i o a PERCOLATION RATE t LZ VNA�Oj Pee gx-t4 'PEST HOLE NO: t ELEVATION; 1� Co" R S 1 IIOI,L No.. �E-ZC 'ELEVATION! 2 1 \(oo 3 2 3. , 2 4 4 5 �e f� 5 �` A VA/1vu 6 , 7 6 • 6 lo 10 j 12 lZ 12 13 _14 13 Igo �.Q�k,-��� 14 15• 15 . 16 SUITAIII.E FoR 9t1tl-SURFACE SEWAGE; 16 LEACHING FIELD X LEACII1no PITa LEACHINU TRENCHES r?, UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: - ---------- NOTE: 1:1)(1INEORING PLANS MUS'P S110W NllMIEIt HI1 11 11AL: -- , 1 T II_EIi1IIi�l.,Y_LY_►i_1i,�AltSlla_Il�li'1'l1111ii L'1.'lct)r'tiO TEST l) Ac)t� ►t.III:CAAt,TII uI1t IFNl) rtI,Y: tE„hINEI) --- BY APPLICANT' -------_--___. - Lltc Ul n'1'i()►i �l LOCATION 'EST A►iu ui1SEliVATi011 1)111'S �©t 1 L c�Lt,1 L.. S A. VILLAGE VS (� OF A-2L�,7 —°t°.\1-l-LLCM NO. { APPLICANT \&14 L-Fi�e L` � S , ADDRESS 1> " 7 RATE 42� V-10 �S -FZ VtL '" FEE ENGINEER TELEPHONE NO. *ZS-ZA03 (Non-refun-d ble DATE SCHEDULED I TELE NE NO. WAM t � � Applicants d� si aA� . . .. . . , nature 9 e SUB-DIVISION NAME . ROIL L' EXPANSION AREAi yESj� No TIME DATE ��.� (�Il9g� 2 : IS TOWN HATER 'v I�vt� tx ENGINEER ,PRIVATE HELL.. _ �E22`� �cs�lsd BOARD OF HEALTH SKETCH: (Street name etc Lc� S EXCAVATOR e . tdimensiona of lots exact location Of teat holes alai percolation tests� locate wetlands in proximity to test holes) : ':NOTES s i n . . • '- . \ +�.b . . % •'�/ �V 4i ,' w. .III t...j�4t • O <� , 1 0! :9 r •'' ,i,Ali. .. a .. I � 14=2'3.6 L 2►��." t PERCOLATION RATE t 'N 9 E-Q- -� • `BEST 1101,E NO: I� ELEVATION: ' , , 1 R S1 1101E N0. FeeC.. ELEVATION: 3 2 2 5 r( 6 6 9 9' , 10 10 11 -• -12 11 ---� 12 13 13 14 14 15• 15 16 SUITABLE FOR SUIT-SURFACE SEWAGE':• I,1ACIIING 1F !•'IELI) DL LEAC c3 LEACIIINU TRENCHES , 11NSUITABGE FOR SUB-SURFACE SEWAGE. REASONS: pp'' ------------ 110TE : ENOINEOIJING PLANS Ml1S'r S11OW HIMBER ASalU141 u TEST' �1lcllrlAl,: . COMPLETED TI�_1i�Il •„ 1_ , i nrlt,rl t 111�Y: HEVAINED BY APP1,1( AN'1i `_L`_At�l lilillt!?I�l;Llc� I�Onit1� Or i11;n1,'rii u t PERCOLAT101;t TEST AtJU UUSEIZVA'1'I01i 1'1'1'S LOCATION �-oT- �W'� . PC- VILLA(] ��/ l.�;LG 0PC- � - C3�r- '2�` No, 1 _ P,q�73 APPI,ICANT-- �L DATE ADDRE83 32O �� -� r '2K�Q � os�Y2Y FEE IUp`b p ENGINEER 1 TELEPHONE NO. g21,�2go3 (Non-refundable —='` - L DATE SCHEDULED TELL oNE NO. .9i3 tbYN81 �4rca-eur Applicant i s signature SOIL SUB-DIVISION NAME . `` �� EXPANSION AREAL YES No, DATE M A+ c,K 16 199"5 TIME Z:00?v-` TOWN WATER v`�'`� �g4xtA tlq ENGINEER )o .,PRIVATE WEL)— '_D�'ui"`� '-<<'6 BOARD OF HEALTH SKETCH: (Street name etc L� � 5 EXCAVATOR . ,dimensions of lot percolation testa , exact location of teat moles anti , locate wetlands in proximity to test holes) NOTES: LoT eA7 5 �J 00 /v �C\,LL(S L PERCOLATION RATE: L z M TEST HOLE NO: 0 ELEVATION; , 1 ` �000 , 1 S 1 HOLE N0. eL ELEVATION: 3 2 '6 . a � _ 5 a ��€� ���.7 5 L.2wt��N 6 6 7 y 9 9, 10 10 11 11 12 ►Z 13 12 14 �o �_ � 14 15. 4 16 15 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHINGIFIELll , LEACnINQ TRENCI ESIE_C11IN(3 UNSUITABLE FOR SUB-SURFACE; SEWAQE. 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I I OTHER,AND AT 2", MINIMUM BELOW 114LET INVERT , Q . , I r__"r�__ � \1 ... , I � I -, 1_� - I I - I I . I . . . I � . I - - 1 . . I � I . I I I� I 'I, I � � 11 . � � -�, .. . , I . 1� � , C:K 11 ., : . .1 I � I . I I k I I . � I ''I ��� � __� -, - I�- I -1 � . . I � In v I zi, N .. I I I I � . I I . . I I . - I ,� L .1 � . . I I . I I � I 11 : .k .: � I - � , . I I I - I � I � �, I I . E. . I . . . , � I .. % I I I . I . . 11 I . 1 , -1 . . I I � I � I I I I I I � * . I - - I I . 1 I . I - � I . ,�. � �_ . I I � I � I I . � I I . 1. I I � I � � I 11 . ,I ,i SHALL ALL HAVE EQUAL,INVERTS AS DETERMINED BY FLOODING " I � -\ �/- 1 - � i.0 -T-15r I � � , - � - . � . � � �, I �� L 1 L�, � � I IM S"AiLL BE commoiM OF SCHEDULE 40 PVC AND , . I . - I '.. .1 I I I I f---I � I � . �I I I � I I . I )9 ., , I'' I L THE DISTRIBUTION. LINES FROM�THE DISTRIBUTION BOX - � I . . I I .., � 0 .;� I,�, . /7\-__ .._Z�s - .�,./. / El. 7 . I I .1 - I I SHOU OMM A WRIMUM OF e ABOVE 71HE FLOW LINE 11 I L I - I I � . . / . 1� I I I ''I I - � . � I t . I . ` -_ - I 1 4 I . I � . . 11, . I I � I . I I I I I . .1 � I I . I I . I I . � � I I . I I .1� I � . � I I � I � . . . I I � � I L � � I I . D f3E &4 THE CENTVZLINE OF ,71HE . I I 11 I � ; . . I .1 . THE DISTRIBUTION BOX TO THE'HEIGHT OF THE DISTRIBUTION . I I . I I :,. : � � � I I I Ir I I I I I r , I I I � I I OF 714E SEPTIC TANK AN I I . I / I I r �, : , I I I � ''I I � , . I ". I . � I I .: ,� I I I � . I .. . .. � 0 , . � , . I � � � � LINE INVERT AFTER ALL LINES PAVE BEEN SEALED IN PLACE. ' I I I . ; I I I . , I '-�hcbes :( I I I I I . I I I � .i t $ 1 . � I I � I �SEP71C TANK LOCATED DIRECTLY,UNDER THE CLEAN-OUT � I : I � , I I r I 1. I � . . I I . I � No., of ,7i I I I I . 'L I I . � � I . . I L � * I . � I I � I I I 'r I : I . . . . . . I . I I I . I I I I . I I � I I I I . .r .. I . 1, I I e � I I I I 'll I ,�, , : I ; I I . , I I � �, � L 4- INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE � � I . I � 1. 11 . � � 1, I 11 � I I - �, � � . . I I I 11 � � . I I � I I �, i I I � . � !� , �; - I I � I I I MANHOM �. ., � L . 1. 11 I I I I� . 11 � � . � ' 'I I/ . I I ''I I , I � ,� AND NON-DEFORMABL MATEP!�L PERMANENTLY FASTEND�TO THE" L L . , I . .. � � . 11 � 11� I I ." I� .� I I - I . I I� I I I � �r r . , . I I .1 � . I . I I I I �1 1. � � 1, � � I 1 . � I "I � r I I I I � If ,4�_ IJ \ �,�, � .1 I I 1� I I I E � � I I I I� No. , o? 500 Gallon Precast Cbembers 4 1 11 r. 45, , � I I I ,� I 1� I I I 11 'I.k I 1; , - . I . I - I . I ' �I � I I I - ,\"� _L � I I . LINE OR RECONSTRUCTING' THE'lINES UNTIL ALL INVETS ARE OF I I � I 11 I I I I I . I I � 11 I . I % . � I I I I � I I I, . I I I I I , I I . � . THE INM pn ELEvA'noN SKML BE 140 LESS-71HAN 2� NOR I 1, .� I I 11 _ I 1, � I I . I . . I � I � I � i I 1.I . . . I � .1 I "I � � � I , I . I 11� . . � I I � . . 11 . I� ' L !�'�, I , � I � r 1, I / EQUAL ELEVATION, , I I I , I I I I . I I � ,� I I % I I � I I I � I . - -1 - . . I .1. 0 I � I � I MORE MjAN 3w ADOW IM INVERT ELIEVATION OF 'THE I I IF I&1(0 I I I I � I 1. � I 11 ' '314" - 1 12" )fasbed Crushed Stone � 1. 11 i I I I : - I I . I I � I I P11 % I I I I . I I I I I I I I - I � . . . I . I � � I I . � 0- 1 r, \ , .. I .� I . I I I I I I - . I I �. I , , I I I I I I , � . - . I I . � I I . I � I 11 I � L ,. � � I I I . . I . I I . - . . I � . " � - I ,� I �, ']. I i_ I . I . I I OUTLa PiPE. : t 11 ". I I I . . I If , I - � " � . � I � - , L I . . 11 � I I . I �, 1. 1 , 1. I 11 I I � �� I . � I I I A . ., I I � I I � � I I I I I � .n =.16 . I .- I . I .1 / I r I � � � . I I I I I . I I I I . I I I - . I 1 \ I I I I , � " I I � � I I . I L I . : I . I I I I I I %� , - I I � I , . I I . �� 11 I . I . I I I I I If \ 1, I I I �I - I . . I � I I I . I I . � I I I � 11 I I I . I I I I � I � . � ' � . � I i / I . � . . I I . , ., � I 11 I . I I ' 'I ' ' . I ''I" 1 . I ,, I A I I - . I � � I 11 - � I � 11 � A-vS;kA\-k\_ : -`7:��,- V��A_%/I 6�to--� �, .� . �� � . I I I � I I I � I I I I " r I I I .1 ,� I I I It . ., \1 -1 � , I . I I . . � I L - . I I I I I 11 I I ;, I I . I I . .11 ,i , . ', � I - . I . � . I � � , i I I I I I . I � I , I I I I I I .� - . � � I � . � I I . I< SHALL SE INSTALLED LEVEL AND1RUE TO GRADE I I I I / / . % ., � I �, I . . C-, ,�7,.t�-7 I. I .. .I . . . I � . 11 I I I I v I I . L . I I . SEPTIC TAN I I -, I rl, I. . It ) I , \%%.. .:, � �, � 11 I � r . I I I . . I ) 1, I I I I I . �, 1 I I I . , . p I � � � � o I I 1 � I I I . � 'STABLE BASE 114AT HAS BEEN MECHANICALLY I I I . I ,�- ?I , _4t I 11 I � � � I 11 I I . I I . - I . . I L, I ": ..� I I I �. I I I I I � I � . I I . � I . %t '' .. � I I ON A LEVEL . I � I . I � I� � . I I . � . 4 . I . I I . I / I : I I I I � I I � I I � I , - . : I � I I I - . I � . 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I I "�, � mZ0 :, , , � I " ..Y 1 # � � \ . I \ 1, I I I I - . I � . I I I . . I I I \WITHIN SIX INCHES Or � I CB I . 23,624 sq.ft . ,% -1 . I f - �1.I #�' ' L . � . I \ I . � \ � � - . I I ASSESSORS DA TA I . � � ,� I I . I . , � I . I . - . I . � � MAP 116 PARCEL ' 75-3 - I I I I I I I I A ' I I t I , I I � - I I ' I *_ , Ex&t&W � 3 , �I I PORTS BROUGHT TO. WITHIN TWELVE INCHESL OF FINISH GRADE. ' , � � . . I 'L 22 A, 1 . �I N' ,0 . � I . I I r� \ I I \ I . . . I I I� I I I � I I I � I � I I � I I . � I 0 111 . .DIMLUD9 , ,., I I � � . I I - I I . � I I I : I I I I � I I I. � . I I N� - I I I I \1 . I � I I . I I I I � � �I I I I L I , . I , ", I - I I \ '�- - - - - - - I . � I I . I . I � r. � .. . I � . . I ,--.*, I- I . I I . . I I � I .� I . I I I . 1 . 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF . .�11 I . � . . . I � ... .. I . I & -10 - -., . I I � ': � � \ I . . . I I . . � . I � . I I . ;_ � , I I � I . I � I � - / - � I I .. . . ,I I . .1 - I I I I I .. ,/ . . 1% � I I I I � WITHSTANDING H-1 0 1 LOADING UNLESS -THEY. ARE UNDER OR �WITHIN 1 O' . . � . I I cesspool / - \ . I� I . � I � I I I . I BM. ' Top CB : I . I ,� . 1 49'' � 0 1 -_ _� , � . . I � -� � - - - - - - - - - - I I I . � - . � � . I � . � . . ED UNDER OR WITHIN I � � . I � I /. I _� . 31 � I I � I . L I OF DRIVES OR PARKING. H,20 LOADING,SHALL BE US ..El. 30.14' 1 CB FM. , I � I . I I I - . I �I '10' OF DRIVES OR PARKING UNLESS NOTED. I 1. . I 11 I Da t um: NG VD I.ffote.., A!r*tbw I - _� I � I _� ._ , I . . � , . . � I " I I I . I . I 11 � I 11 � I I �� I � 1, . I ab . I , - . - - - - � I I I I � I � I ; I I � I 11 . I . I I I . . � I L . I I I � I � I � .1 I I � I 11 I I I . � . r`TIO I . I I - Ce Is 8.0 � � � . / � I . I I , , , � I I I I � I I .� I . I I I I , . I � . 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCA . I be .� d� nd ed I I I � I . I � I . - I I , I I I I � I I i w IF -. I I I . SITE UTILITIES PRIOR TO ANY EXCAVATION. I . � � . I I 'ale ; otzrv;��'ftnd. -P&_ I -- - - - - - 29 - - - - - - - - - - IL I . I . I I � I � I I I � I � , I I I I I I I I I I I . I � . . . . � 1 I I I .. I I I . . � I � I . I � I I , ��� -�_�- / :1 .29,/ I I I -AIC, SCAM ,� I - I . .., 15. SEWER .PIPES SHALL� BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. I I I . I . . I I / 11 � I I I GRAr I I I � I I I I ' 'I I I � I ?I - - � . . I �, I � II . I I . I I I I 11 I I I � I . I . I � . � L � , I . � . . I I I � .1 I � . . . / - I I � 30 30 . I . I 11 I I . I 11 I . I � - I . � I . I so I I L 1 120 1 � L t I I I - L . I . I . � . I . I I - - - - I / I I . ? Ill I � __ I � - I I . I I I I i., I I . I I � I I . I I I L . � I � . I I I . � / 1 ,.- - 27 - - - - - - - - - - 1 M 1, �L,:,zl,,n I 11 . 11 I I I 1. I I . ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE I . I - / .-I I L 17" 1"', . .71 - I . . � I I - I - �_ - __Z=w. �`,�,�� 1, I I 1 6 1 1 . __1 I PIK � �f,1.- I . � I - 7=17 .. I . I � MORTARED IN PLACE. , � I I I � � ,� - - - / / �- - - - - - - � I I . . L :1 . 1, I . L � I � I I I � � I � � . I I / . .., I . . ( i i mul ) I I . I L I I I I I I I 1 I-1071 1 .CB M. ..O I I I � I �. . . - I I � ! I I 1 7. FINISH I GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER, FOOT. � I I I I - . � . . � I - - -. _._/ 126 -1- .11 1� ,c)-A I I I I � I . . I I in,' � = 30 ft I . I I . � I I . I I - I I � I 1, 1 . . . i I � . 1 . . . . . I .I I I . . � I � - - - - ..-* 0 1 1 . �� I I I I � I I . 0 1 1 . . I I I . I I I I . 1 25 - - I � I I � I. I I .1 ,' ' I � . I I I .. . I I I I . 1 11 I I . I . . , . I I I - I- - - - _ _.- - -"-Z I I I : � � � � � . � 11 I . I 11 � .1 - . I . I I � I I I . � � . , I I I I I I I I � I . I . I - 24 � . I I I I � . . . . . � I � � . . . 1 I I I I I I � I I . _123- 1 - Hsef3l ' I I I I � ! I I I I 1� I I I I . 1 . . I . 11 11 I I I � I I 1,T3, - - - - - I I I I . I � . I � I � I . I � I I I I I I� I I� I I I I I � 1- I I � - � I I . 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I I . � I .- -r-,> � I I Do�te: July 24,�, 2001 ) ,; �Scal& 11" 'I 30 I , ,1 ',I I, , I L 11. , I EXCAVATOR _ � . I �� I I I I I 11 I I I � I I - �, . � � I t . I ,� . � . I � � . . I I I I I . -__j -1-10, ,� I I . . I �, 'Prepared By.- ' � I . I � .. �. , I I I PERC/RATE .-'- -7-�t-N-,-*-%- XM!:�� I I I I I� I I I . 1. I � I I I I .1 :::,7 <��) I 1. � I , . , , . I I 11 . .1 I - L I , I I I � I I 't I , phen. J. Doyle and Associat&s. � i I . � . I I I I I I -1 * � I Ste I � . � I . I � I � I . 1 I SEPTIC TANK . LA lz� ,.I<7�0 I sx_�M.x I I � I . . I ; I . I- � : I I .I., . � I I . . . � 11 V9 0 I F .1 ". ;. 42 Can terb Lane, E. Falmoiztb, MA 02536 7 . � I , ..1: I 70 4#4 . I . I . I I I �i_ �-_,;!�;� � I I I . � V "�;..�.N� 1, I � � . I � . , <� 1< - � '� , � I ury I � . � I � i-A I I I � I ,� I I L � $440 I . I . I I � I I I � I D I I I 11 � I I I � . J."T P____� I I LL I _tl_�� -_ I Yelepbone:� 6081540-2534 1 1 . n r I � I I . � 1 -610 1 1 . 1,'.--vz.).' v I . . I � 11 ,L I � I I . 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