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0097 LOOMIS LANE - Health
97 Loomis Lane Centerville A = 231 019 d Ow*rford, NO. 152 1/3 ORA 10%c i f Q TOWN OF BARNSTABLE LOCATION Cc'�`�' SEWAGE # VILLAGE e�'"' `�" "�' c`-`L ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �� �Tz= °� /�✓�'` -`'`'�S�-y¢7 SEPTIC TANK CAPACITY �e ` LEACHING FACILITY: (type) f����� Z��icr,� (size) rj NO. OF BEDROOMS —S BUILDER OR OWNERr/<</ch- PERMITDATE: /y �- COMPLIANCE DATE: 3 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) /�J Feet Furnished by -f v i J O 1 Commonwealth of Massachusetts W Title 5 Official Inspection Form COQ� Subsurface Sewage Disposal System Form - Not for Voluntary Assessments - 9 p Y rY �^M 97 Loomis Lane, Centerville Property Address. Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. General Information filling out forms- :F;,,, on the computer=' -L use only the tab 1. Inspector: key to move your cursor-do not David B. Mason use the return Name of Inspector key. David B. Mason � Company Name 4 Glacier Path Company Address East Sandwich MA 02537 City/Town State Zip Code 508-367-1617 S1287 Telephone Number License Number B. Certification 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority v. June 5, 2015 Inspector's 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. ****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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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: The observations noted in this report represent the condition of the system only on this date of inspection and the information contained herein does not guarantee the continued operation of the system. 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): l5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ;M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ;M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 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 fecal coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate"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 to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts H W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® 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 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. 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. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 L_ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection C. Checklist 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: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: 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 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ^M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5 2015 page. City/Town State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d Yes 9 ( Y 9 (gP ))� Detail: 2013; 30,000 gallons and 2014; 30,000 gallons. Sump pump? ❑ Yes ® No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. Citylfown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Board of Health Was system pumped as part of the inspection? ❑ Yes ® 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) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2009 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 20"feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from 10+private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: 20"feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) Riser on inlet not outlet. If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Typical Sludge depth: 0" t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 L Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 47" Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 3 Distance from bottom of scum to bottom of outlet tee or baffle 16" — How were dimensions determined? Scour 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.): Effluent level with outlet invert. Grease Trap(locate on site plan): Depth below grade: feet 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: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is Centerville MA 02632 June 5, 2015 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (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 per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 - page. City(Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert effluent level with 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.): Evidence of minor amount of solids carryover. H2O d-bOx. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No" Alarms in working order: ❑ Yes ❑ No" Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): " If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Infiltrators without inspection port. t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 c Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 8 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.): 8 infiltrators in a 30'x15' bed configuration. probing did not indicate evidence of effluent in stone. No signs of hydraulic failure. Cesspools (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 ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments qM 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (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.): t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 I_ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: 15' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ® _ Checked with local Board of Health -explain: Groundwater Contour Map ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Groundwater Contour Map Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c,M 97 Loomis Lane, Centerville Property Address Larry Gordon Owner Owner's Name information is required for every Centerville MA 02632 June 5, 2015 page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Assessing As-Built Cards Page 1 of 2 TOWN OF BARNSTABLE LOCATION g Lice`t'd `� �`- SEWAGE# LC°' - ci6 VILLAGE [ v NI L�/\✓i L �= ASSESSOR'S MAP&LOT 2.31- (I INSTALLER'S NAME&PHONE NO. R'�Y � ^+^ �/✓�,s -_^+1_ 5¢ ¢ SEPTIC TANK CAPACITY /.S 00 .3a e � LEACHING FACILITY:(type) `J J%r'a� vcr.� (size) �~ NO.OF BEDROOMS 3 BUILDER OR OWNER Al e_K✓i AJ4/1 /-?Vl PERMITDATE: 2 `- 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 http://town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar=231019&seq=1 6/4/2015 1 TOWN OF BARNSTABLE i LOCATION �ou: � 1 `�''`�z� SEWAGE # ?—C'!i x'— 3 8"5 VILLAGE �``'"' `'�'"'�' `Z ASSESSOR'S MAP & LOT 2-31 — M INSTALLER'S NAME&PHONE NO. �r�y T�"�^•' ' / �''' `'"�' SEPTIC TANK CAPACITY /°S U LEACHING FACILITY: (type) '� (size) /J NO. OF BEDROOMS BUILDER OR OWNER A�r/evc '�+� l,S�'r� B r I AJ C-- PERMTTDATE: l i COMPLIANCE DATE: 3 1 d 3 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 ON I t i No. � Fee ►. I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYtcation for �Nquar *pMem Comarurtton Vermtt Application for a Permit to Construct(Repair Upgrade( )Abandon( ) El Complete System 0 Individual Components Location Address or Lot No. �f'7 Lo n,,„%f --Z&n P Owner's Name,Address and Tel.No. Assessor's Map/Parcel r C Installer's Name,Address,and Tel.'No. Designer's Name,Address and Tel.No. Type of Building: p Dwelling No.of Bedrooms= Lot Size >Q Z sq.ft. Garbage Grinder WC Other Type of Building 1,tfot sZ No.of Persons Cv Showers(,.� Cafeteria( ) Other Fixtures 7 �7 Design Flow / J gallons per day. Calculated daily flow 3 gallons. Plan Date �/ n 1 Number of sheets / Revision Date Title Size of Septic Tank 1, Cl (� Type of S.A.S. ty _ >'1 Description of Soil W ' 5� . Z 1>n 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 by this B and of He lth. Signed Date Application Approved by Date 2 Application Disapproved for the following reasons Permit No. Date Issued S4 1 CR2 Y 1 1 Noy � � ��3 'JlJ � Fee 10c Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes li PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS •Y 1 2ppricatian for Mitpont bpet m Construction Permit E Application fort'Permit to Construct( `Repair( . )Upgade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �� � 'f P Owner's Name,Address and Tel.No. c/o, Assessor's Map/Parcel w 1�1 ��7/ f G O197;t9f 'I Installer's Name,Address,and Tel.lqo. t tDesigner's Name,Address and Tel.No. 6 per.--r�.e Q � / j � l�or� e-r ( - �. Type of Building: Dwelling No.of Bedrooms Lot Size C� Z asq.ft. ,Garbage GrinderG3 ' Other Type of Building LlJog a No.of Persons Ca Showers�.�1 Cafeteria Other Fixtures � Design Flow gallons per day. Calculated daily flow � � � � gallons_' �. Plan Date 7/!/Zc1, :INumber of sheets / Revision Date »• T^ Title 2C� Size of Septic Tank Z��( Type of S.A.S. �? i / f Description of Soil _ ! �'`�! "� '►(�1.1E S C_ 4 Sco-4 LU (� � Nature of Repairs or Alterations(Answer when applicable) 4 f Date last inspected: #y 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- c"ate,,of Compliance has been issued by this B and of Health. Signed Date Ilf-, Application Approved by t�- ` �� Date -/ -2- Application Disapproved for the following reasons 4 " 1 I Permit No. t- Ta �� Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal S stem Constructed(T )Repaired ( )Upgraded I .Abandoned( )by _ZGr at ?� Lo 13 has been constructed in accordance with the provisions of Title 5 and the for Di osal S stem Construction Permit No. - da d r �( 'V 2 Installer s//--i � � ., 0.1 Designer The issuance of this permit shall not be construed as a guarantee that the system i11 f"u'rtc as�det -s ged. Date 3 C//& 3 Inspector t No.� �.�-.:�� -------------------------Fee -�C�c) THE COMMONWEALTH OF MASSACHUSETTS f � PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS mizpo$al *p.5tem Cun.truction Permit Permission is hereby gr to to Construct(�)Repair( )Upgrade( )Abandon ) Y /+ I System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to f comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date A this permit. t r Dater I ! ��Z_ Approved by ' 1 I f I 0 0 I N N W OHO � WEQUAQUET LAKE �q�. #1 EpcF WEQUAQUET LAKE -i �o 3 pF p �Np LOCUS 3 \ �07 < �� 3 \ _t2 3 \ �S E A 3 \ \ PIER SECTION STRAWBERRY HILL RD. # ., T-0050 S ` 4 EOOE- OF ET 4 � W 4 CqND� LOCATION MAP NTS 2 v 35 ASSESSORS MAP 231 PARCEL19 UPL D L 0 T AREA ZONING DISTRICT: RD 1 a 18,728 s.f. 36 CURRENT SETBACKS: 8 FRONT = 30, i SIDE = 10' i REAR = 10 47 10 FLOOD ZONE: B & C `\ c PLAN REF: 31/43 (D. 1898) & 347/26 \ EXIST. i 2 11" c� DWELL. 24.. 3 -� \ 44 .27 4 Opp x 23,30 z \ W N 5 W \ m z LL1 (\ Q -H d 00 "N 7 �;k 4.80 W I �� 0 .-H 4.19 L0 c0 H d- N L" 43,9 LG. HOLLY Note to Building Dept. 'x 1 1 4 22� , �i 43.73 43 98 Location of new garage . (Exisr) on property has been � 44,01 I PROP. 4'x 10' COVERED � negotiated between EXIST ► I DECK (ON SONO TUBES) Owner, Larry Gordon) GAR. �; 44.26 (REMOVE) PROP. and Tom Perry. 1,2 i 17.5' x 21' GARAGE 44,47 6 1 � furl 45. j Xw w i S U) 46.30 {45.71 1 t L=100 . 34' � 46. 13 R=367 . 5 ' S _ _______--_ LOO SITE PLAN ----------- - 47,02_---- _457�------ MIS LANE SHOWING PROPOSED GARAGE AT 97 LOOMIS LANE CENTERVILLE PREPARED FOR H of MASsgc LARRY GORDON DANIEL off 508-362-4541 O A.I m�fax 508-362-9880 OJALA Cn APRIL 28, 2011 downcape.com © o No.4098CI REV MAY 26, 2011 (MOVE PROP. GAR.) � P REV JUNE 8, 2011 (DECK) down cope engineeriog,inc. ��°FF ��� \ Scale: 1"= 20' civil engineers land surveyors 939 Main street ( Rte 6A) DATE DANIEL A. OJALA, P.E., .L.S. 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 NOTE: Dimensions are to FACE of framing or to CENTER of walls, doors, windows. DOOR SCHEDULE 1 7'-01 DOOR# DOOR 51ZE DOOR TYPE 1 32 x 75 x 1 3/4" R.H. Therma-Tru 9-lite (car 250 allowance) 2 9' x 7' overhead door (car 2000 allowance - mad. * instal.) WINDOW SCHEDULE WIND. # WINDOW UNIT R.O. REMARK5 I 2442 double-hung 30 x 53 1/2" Harvey industr. Vicon w/ gads betw'n glass 2 243 10 double-hung 30 x 49 1/2" Harvey industr. Vicon w/ �? rids betw'n qla55 � o a� NOTES: o O I I ). SIDING: Cedar shingles to be R*R clear Eastern white cedar installed at 5" T/W. (Owner will N GARAGE I l,� supply 5 bundles ). Lap siding on west end to be 6 4 Hardipiank Cedarmili installed 5 T/W. (concrete slab) DECK `t I 2 ). ELECTRICAL: Install 2 damp-proof recesed lights in front canopy, and one in porch ceiling. Install I porcelain clg. light. Install I GFI outlet (inside garage). Wire overhead door operator. 2 I I I I I 1QIj m - - - ' 9'x7' overhead door - O � 2 ' c� ED g Pp, S. �ti®� - - - - - - - - - - - - - GQA`/j�C®® i (sloped concrete apron) e S - 6 NO.sosss 0. ®� BOSTON, s BASS. JG'o N. ® ➢ OF lv-h-t[ LARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REV.: DATE: 6- 10-1 1 GARAGE PLAN / S C H E D. rev. date: SCALE: A l Centerville, MA 02G32 508-700- 1 24G 971.00mis bane, Centerville, M� 1 4 =1 -0 asphalt shingle roof 12 1 x8 * I x3 Azek to match exist. house 71 cedar shingles, typ. rake 19d.5, typ. III x8 Azek50a bd. 12 I x5 Azek frieze bd. 7 2 2211 -d 1 x5 Azek trim 5" T/W cedar shinglesO Doo 0 0 i x5 Azek trim, typ. Azek trim, typ. aoao FTTTT T= 11111111 1 ji 11 111 11111111111oaoo- - - - - - - - - - - - - - - - - - - - - - - - - Ml x8 Azek trim — — — — — — — — — — — — — — — — — ------ — — — — — — — — — - - - - - - - - - I —— 211-011 I I E 4� I 71—Gll 41-0'- lo I I il A ri L — — — — — — — — — — — — — — — — — — — — — — — —J L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — — — — — — — — 50UTH ELEVATION EAST ELEVATION S. Go 0 A NO. 3 638 S LARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REV.: DATE: 6-10-11 : GARAGE ELEVATIONS rev. date: SCALE it—oll Q"2 Centerville, MA 02G32 508-790- 1-246 97 Loomis Lane, Centerville, MA 1/4 11= 4 �s I x8 harditrim rake bd. asphalt Shingle roof 12 to match exist. house 17 Azek rake bd.5 12 41-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G 4 hardiplank lap siding (5" T/W) — — — — over 2" CDX 8" Firecode GWE3 FEHI x5 Azek trim, typ. j 1 xG harditrim ,r- I xG harditrim 2 5" T/W cedar 00 5hingle5, typ. - - - - r - - - - - - - - - I - - - - - - - - - - - � I I 13'-0" I I 10'-0" I I 7'-01 Iw 17'-01 21 '-0" I I I I I I - - - - - - - - - I I J L - - - -L -1- - - - - - - - - - - J- J - - - - - - - - - -- LJ L—J NORTH ELEVATION WEST ELEVATION GO Ro ��v cn� b O BOSTON J� e AS L QFhn�� Gordon Residence °ATE' 6- 10- 1 1 LARRY GORDON ARCHITECTURAL DESIGN REV.: • sc AM3 rev. date: ALE: GARAGE ELEVATIONS e Centerville, MA 02G32 508-750- 1 24G 97 Loomis Lane, Centerville, MA 1 4 It=19-011 Cont. ridge vent wd. roof trusses @24" O.C. 12 71 8' Zip plywd. sheathing, asphalt roof shingles, typ. 12 2x4 @ 16"foists 2-2x4 top plate typ. 14 i 2 x G Azek bead. clg. I x8 Azek fascia bd. 2xG @ I G" rafters w/ solid wood backer 2-2x 10 bm. 2-2x8 header I x8 Azek fascia bd. w/ solid backer I x8 Azek soffit w/ bee vent I x8 Azek frieze bd. I x8 Azek soffit w/ bee vent Azek trim, typ. Harvey lndustr. Vicon s s 2442 D.H. window m W Azek trimmed column E (a01� ppr. 52„x 521 2x4 @ I G" wall, 2" plywd. sheath., Tyvek, 5" T/W cedar shingles, typ. S P.T. 2x4 5111 Fin. Fir. I xG Azek decking 8' anchor bolt w/ 3"x4" EL. 45.5' P.T. 2xG @ 16"foists washer @ 24" O.C., typ. - 3-P.T. 2x8 bm. 11 I-11 I El I MI I I-1 I I — — — — — — — — Azek I x8 trim III=III=III=11I — — — — — — — — — — — — — — — — 5imp5on ABU44 connector 1-III-III=III_III 8" poured conc. frost wall, t - -I I I p typ. 5 conc. slab — — ,��;���.:���Cy�� i III=III=III=III=III r i I III—III—III—III—I I1= I I �°r�'Q� �' "0 17'-0" I 12" dia. 5onotube s, �-� No.3Cu:3 I Gx8 conc. footing, typ. I B©STON, ® o PdiAs . J/ jr Ij LARRY GORDON ARCHITECTURAL DE51GN Gordon Residence REV.: DATE: 6_ 10-1 1 A 0 C Centerville, MA 02G32 508-790- 1 24G 97 Lomis Lane, Centerville, MA GARAGE CROSS SECTION rev. date: SCALE:3 8 -1 -o mfgr'd. wood truss Simpson ST 18 strap, 24" O.C. Z:2-2x4 top plate, typ. Simpson HRS4 I GZ strap I I nl full-length 3 2" x I II 4" paralam I I n I (inside out), typ. 4-2x4 king studs ea. side, typ. 2x4 @ I G", typ. 4'-3" 9'-0" clr. 4'-3" oo P.T. 2x4 plate, typ. Simpson HDU4-5D52.5 hold-down, typ. 5" conc. slab (plus at other corners of garage) `1.ee 8" conc: frost wall, typ. ,c� cb r� � — — — — — — — — — — — — — — — — — �5 o 'y%® —i- - 4'-� - - - - - - - - - - - - -9'-G" M.O. 4'-O" 90 moo® cry 0 I 1 7'-0" e D BOSTON, o MASS. l �F ®® GARAGE FRONT WALL FRAMING ELEVATION TARRY GORDON ARCHITECTURAL DESIGN Gordon Residence REV: DATE: 6- 10- 1 1 97 Loomis rev. date: SCALE: _ _ SMI Centerville, MA 02G32 508 790 1 24G 0 S Lane, Centerville, A , 1 2"-1 ' 0'$ ll } 2x4 @ 48" wind bracing, typ. 1 7'-01 - - - - - - - - - - - - - - - - - - - - - - I r- - - - - - - - - - - - - - - - - - - - - FT1 I 5/8" ZIP plywd. sheathing, typ. i I I I I11 (2) 2x4 top plate, typ. 8" pour. cons. frost wall, typ. I Simpson H I OA hurricane tie ea. truss, typ. 8x I G pour. conc. footing, typ. — I I 2x6 @ 16" porch rafters O I (overframe onto garage roof) I I I I I o o wood truss 24" O.C., typ. top plate 2-2x 10 bm. 6 I I I I = ( 12 trusses�) - I 5 conc. slab w/ GxG 6 WWM I I I l m N N — I ridge line � I frost wall below slab i I I I 4'-0" 9'-G" M.O. 4'-0" N �C� Ca0 2xG rafters @ front canopy IN V, o NO,30t 38 , ' � o r1 FOUNDATION PLAN ROOF F MING PLAN � e � -d� n �R ®� OF MAS LARRY GORDON ARCHITECTURAL DE51GN Gordon Residence REV.: DATE: 6- 10- 1 1 FOUNDATION I FRAMING '2 Centerville, MA 02G32 508-790- 1 24G 97 Loomis Lane, Centerville, MA date: SCALE 1 4"-1 '-0' 4F 3, 4r �✓+�(old - , -up ::fly I , WINpaW errpu��bl ,�r, .S S� BASEMENT FLOOR PLAN SC: '/4"=V-0" March 30 2002 dd- -----. - Gordon Residence - A_ 97 Loomis Lane a q Centerville, MA 02632 SnR-7'Un-1 741; 4 p a Ir FAN h l Nl0 r*(OW Air _VA_r P5 G IL . . u-- = r z_YwAtl. wj '-^p I � � M 1 III-III ;s At 0 , _I i 1 51 1il — J1 _ sl/z --14Lr, aa i ! o --- - - �171 ®O f,-t .,Ar 3P�X_3� �,t�ow- �I o-------------- j FIRST FLOOR PL AN LA N r- SC: 1/4"=1'-0" March 30 2002 =ca I 15-GP ❑ I Gordon Residence `' �-- - - - - - - - - -1 . AIIIIIIIIIIIIII 2 97 Loomis Lane N&V Centerville, MA 02632 i;nR-74n-1 ?arN _ I I : i - _ - _- - - \ i WNPE Op 6or'Fg�(L G.L6_ c—� �. -; fin.::. -- -- (_ I -Le-IN.� br- VAwfr. i I _ / I --. - ... q-► 3V,. 3 �. � 2-G�Z :_ t-112 3'lti _ � -�° �-r,�y _ _: . 6Yzl� _ r 114 k tv,... lb - 2.. - 1 3GX3G =WHP-L -` - ri _YaT - I SECOND FLOOR PLAN -_ sc: March 30 2002 - Gordon Residence 97 Loomis Lane Centerville, MA 02632 508-790-1246 _ T "TOP FNDN. AT EL. 45.0' T SYSTEM PROFILE ES HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TQ ENGINEER: AH OJALA, PE MUM . 5 OF COVER OVER PRECAST' 43.0 .: MINI 7 � VI ❑F FIN.: GRADE 2/. SLOPE REQUIRED OVER SYSTEM � WITNESS: RAVE. STANTON 11 27 01 WEQUAQUET LAKE / Tq 2' DOUBLE WASHED PEASTONE DATE: / ( RUN PIPE LEVEL 18 MIN ,. qo 42.0 FOR FIRST 2 PERC. RATE _ < 2 MIN/INCH PROPOSED 3 MAX. - Locus ! H-20 STANDARD GALLON SEPTIC 41.39 F T CLASS I SOILS P# /0 41.64 \ INFILTRATORS ORS 41.52 ! p� TANK (H 10 ) GAS �"��41.17' BAFFLE 41.34' rm CDC> !41.10' � o: <_2% SLOPE) 6- CRUSHED STONE OR MECHANICALIf i 4 ELEV. O' � STRAWBERRY HILL RD. COMPACTION, (15.221 1:23) 0.58' �. 0 40.52' A ' DEPTH OF .FLOW = 4' ( 1 % .SLOPE) ( 1 % SLOPE) TEE SIZES: 3f4" TO 1 1/2" DOUBLE WASHED ST[.INE SL INLET DEPTH = 10" 24„ 1OYR 3/2 OUTLET DEPTH B - 14" LOCATION MAP NTS SL FOUNDATION- 18 SEPTIC AA E 5 D BOX LEACHING 9 LEACHING ITY 5.52' 39" 1OYR 4/4 ASSESSORS MAP 231 PARCEL 19 3 Cl ZONING DISTRICT: RD 1 Q 32.2 SL (UNSUIT) YARD SETBACKS: BENCH MARK - TOP OF IRON PIPE #1 34. WEQUAQUET" LAKE FRONT =,30' (BOAT TIE UP) EL. = 35.1 (LAKE DATUM) + ,3 £p 2.5Y 5/4 GE OF 60 37.5 SIDE ; = 10 - 3 + 3 32.6 A ONp 1 REAR 10, PROVIDE WORK LIMIT LINE OF STAKED #�2 ,3 2�S/ HIGH WATER LAKE ELEV. 35.0' SILT FENCE AS SHOWN 3 �k.34 33 .6 35.1 + 3 .1 07 FLOOD ZONE B & C 3 .6 SEA 32.3 �. PIER SECTION 36.1 466 T-0050 5 3`. 33 MED/COS 4 £DOS: �:` OF 4-34.6 2.5Y '6/4 34.4 + 37. ('' #5 \ + 4 35 ' 132 31.5' TO BE .v EXISTING 3 BR DWELLING v ( � NO .WATER ENCOUNTERED NOTES: - RAZED AND DEBRIS TAKEN TO AN Q© , t, PROPOSED 3 BR DWELLING (HATCHED APPROVED SITE FIRST FLOOR ELEV. _ °R� + 36.2 AREA) TOP FNDN �15.0' ) � yr ,2 E�,y,T 36 E ) WEOUAQUET LAKE DATUM SYSTEM 44.5' 1, DATUM IS �2 42.5 , / EXTEND CONC. WALKWAY 4 � SEPTIC DESIGN, (GARBAGE DISPOSER IS NOT ALLOWED > 2. MUNICIPAL WATER I C EXISTING 31 PROP TO NEW DW LLING � CONC. RET. DESIGN FLOW: 3 BEDROOMS < 110 GPD) 330 GPD 3, MINIMUM PIPE PITCH TO BE 1/8' PER FOOT, 39.3 _ ALES - % U E A 330 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 T WATERTIGHT. S. -PIPE JOINTS O BE MADE W TE .TIGHT. "SE.,- TIC f N r. s . A K 30 VNll c � � - f 4 r ^ 6. t.UNJ 1 KIJI. 11U1� L� I r .��., I � Lll_ 1•. , -, .�_ r ENVIRONMENTAL CODE TITLE V. - + 44.-- j / ' ,� ; %+ a2. �� ---4 USE A _1500 GALLON SEPTIC TANK 6 , / : #`•-� 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT + 44 4 } / I S I ' ��; �/, , : ,�- PROP. DECK "�242.5 � L.,.ACHI��G: TO BE USED FOR ANY OTHER PURPOSE. SIDES• 8• PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. JAPANESE MAPLE 10.6 __ 44'' 48.4 i,� , PROP. PORCH 30 x 15 .74 r � , ( ) /i � ; `\ /,r/� ; 1I ,.z'3� 9. COMPONENTS NOT TO BE BACKFILLED OR . CONCEALED WITHOUT (SAVE) � ,� -! '`w � /- � B._TTDM 24.2 INSPECTION BY BOARD OF HEALTH AND PERMISSION : OBTAINED i ; 450 333 + 43 �/ v / / 8: 4 TA .F. GPD TLI L S FROM BOARD OF HEALTH. fi C H- INFILTRATORS ,4. � �U_E-2 ROWS' of 4 STANDARD 20 l0. PUMP & REMOVE "(OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM , �` / n y_. ? 44.4 \ , EXIST. `UTIL POLE / ,/� z WITH 3 STONE AT SIDES -3.3 BETWEEN ROWS AND UNKNOWN) WITH GUY ECk "% o S (LOCATION UN NO N) q / _I �%� r�- 11. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS OR (REMOVE AND �-- ' 2.�. AT ENDS , ROOF DRIPLINES TO STONE TRENCHES PROVIDE I � EXISTING DRIVE � UNDERGROUND I s� a - - (REMOVE) 12. ALL DISTURBED AREAS TO BE RE-VEGETATED UTILITIES -_ i . 6 a -H LEGEND TITLE 5 SITE PL A N + 42. I I , P ,� s' 00 " 7 100.0 PROPOSED SPOT ELEVATION OF N � I 97 LOOMIS LANE 100x0 -EXISTING SPOT ELEVATION 5' REMOVAL OF UNSUITABLE SOIL REQUIRED O , 2. IN THE TOWN OF: AROUND PERIMETER OF LEACHING FACILITY, I TH I O 100 PROPOSED CONTOUR DOWN TO SUITABLE SOIL LAYER REPLACE m , s. - O B A R N S T A B L E WITH CLEAN MFn, SAND. ENGINEER TO ( CENTERVILLE ) INSPECT ANC 'j-_RTIFY REMOVAL L� r7 i I 1 43/0 FOR: LARRY CORDON PARED 100 EXISTING CONTOUR PR E 4 a I + g s WATER SHUT OF 1w I PR DRIVE.,� I � 20 0 20 40 60 4.0 ' 44.1 (G VEL) 4 EXIST , I BOARD OF HEALTH GAR. I RETAIN , MA SCALE: 1 = 20 DATE: DECEMBER 12,' 2001 + 45.4 (RETAIN) I 4 o i.FPROVED DATE / 3 REV. 2/4/02 . H E WALK) I ! UPLAND LOT AR 6 t ! ! e off 508-362-4541 7 18,728 s.f. 80 fax 508 362-98 r OF Mq � `i ss o AflNE H. G ./ ,� .S• down ca e en ineerin inc, z -ARNE ,: oJALA CIVIL H 47-- + 4ss s CIVIL_ ENGINEERS s OJAl o � No.. :+�8 ,� Q �Q R=367.5 .� � u £GIST / + .6 r 6 f a�. ., LAND SURVEYORS �,• _ ronlnt +-47;?------- -- -- +- -------+45,.9 --------- 939 main s t. Yarmouth, ma 02675 00 zz8 _--- - + 44.3 ARNE�H. OJALA, P.E., P.L.S. DA�TE* ;