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0229 WOODSIDE ROAD - Health
229 WOODSIDE ROAd West Barnstable _ A= 152 - 023 ti II No. 4210 1/3 BLU 10% ;,s Commonwealth of Massachusetts Y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano i 5 Owner Owner's Name information is West Barnstable �/ MA 02668 Jul 7 2018 � required for every y , page. City/Town State Zip Code Date of Inspectiop- 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 on the ccmputer, use only the tab 1. Inspector: key to move your cursor-co not David D. Coughanowr use the return Name of Inspector key. Eco-Tech Rapid Response r� Company Name 155 George Ryder Road South Company Address Chatham MA 02633-1621 City/Town State Zip Code 508 364-0894 1328 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 -IN OFUISS�C ❑ Conditionally Passes ❑ Fails A ID ❑ Needs er EDvvuatlo he Local Approving Authority GOUGHANOwR N 2 8 �� July 7, 2018 Inspector's Signat - FM 1NSPE 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 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.doc•red.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 �j .w.�-•r r F Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 229 Woodside Road Assessor's.Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is required for every West Barnstable MA 02668 July 7, 2018 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: Inspector's Notes==> The septic system described herein is deemed to pass this Real Estate Transfer Inspection if it does not meet any of the failure criteria enumerated in Section D on pages 4- 5, or specified by local regulations. The scope of this inspection is limited to health and environmental compliance and the septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. 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 t :e"�septic:fank�(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltra#iorf,br`tank faild'6Us imminent. System will pass inspection if the existing tank is replaced with a dpmplyingtseptic�tahk as approved by the Board of Health. �� � 1� *A metal septic tank will pass inspection if it is stkucturally soupd((not'leaking and if a Certificate of Compliance indicating that the tank is less than 20�year.'s old is available. " ❑ Y ❑ N ❑ ND (Explain below): 15ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. City/Town 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.doc•rev.6/16 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 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. City/Town 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 fo or'less than 5 ppm, provided"fhat*no other failure criferia 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 '/z day flow t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is required-or every ��West Barnstable MA 02668 Jul 7, 2018 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form _ — Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a' 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every Y 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): 4 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 gpd t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 .Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c,M 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West.Barnstable MA 02668 Jul 7, 2018 required for every Y page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 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?_. ,. r ❑ Yes ® No Water meter readings, if available last 2 ears usage d n/a-well in use 9 ( Y 9 (gP ))� Detail: Sump pump? ❑ Yes ® No Last date of occupancy: 1 year ago 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.doc•rev.6/16 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 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 require_d for every Y page. City/Town 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: owner's agent Was system pumped as part of.the.inspection? ,z. ❑ 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.doc•rev.6/16 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 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name informatics is West Barnstable MA 02668 Jul 7, 2018 required for every y 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: Age: 16 years. A new system was installed in 2002 (Permit#2002-367 at Health Department). Were sewage odors detected when arriving at the site? - ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2 feet Material of construction: ❑ cast iron ® 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+ feet Comments (on condition of joints, venting, evidence of leakage;etc.): No evidence of leakage or backup into dwelling. Septic Tank (locate on site plan): Depth below grade: 1 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 10.5' x 5' x 6-1500 gallon Sludge depth: 4 inches t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y 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 Winches Scum thickness 0 inches Distance from top of scum to top of outlet tee or baffle 10 inches Distance from bottom of scum to bottom of outlet tee or baffle 14 inches How were dimensions determined? design plan Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping not required at this time. Maintenance pumping is recommended within 2 years and every 2-4 years thereafter with year round occupation. Tank and tees appear structurally sound and functioning as intended. No evidence of leakage in or out was observed. 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.doc•rev.6116 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 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. Cityrrown 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form, o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. CitylTown 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 at 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.): No adverse conditions observed. 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: t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano _ Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ® leaching galleries number: 1 ❑ Teaching 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.): No evidence of surface ponding, breakout, lush vegetation, or other evidence of hydraulic failure was observed. 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.doc-rev.6/16 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 °M 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y 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.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °wM 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y page. City!_Town 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 SEPTIC INFO AT EC®-TECH.US WOOoDSSIDE ROAD LOoC ATIOoNS —OF SEPTIC COMPONENTS —DISTANCES IN DECIMAL FEET THIS SKETCH IS A B BEST VIEWED IN COLOR FORMAT 1 17 21 2 23 45 3 31 52 B EXIS TWO DWGLUNG I .. 229 1500 GALLON A SEPTIC TANK EGG T F DISTRIBUTION BOX b P c S tooNOT TO 508 364-0894 SCALE t5ins.doc-ray.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every Y page. Cityfrown 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: 50+ 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: Dat, ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ® Accessed USGS database-explain: Barnstable GIS Department records You must describe how you established the high round water elevation: m Y 9 9 Approved design plan on file with the Board of Health shows bottom of system to be 4.5 feet above the bottom of a witnessed test pit in which no water or groundwater mottling was encountered. Town of Barnstable GIS Department records indicate that the property is over 50 feet above water table. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments � M 229 Woodside Road Assessor's Map: 152 Parcel: 23 Property Address Domenic Trano Owner Owner's Name information is West Barnstable MA 02668 Jul 7, 2018 required for every y —page. CityTrown 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 Sc Q*6U ke@&CArbwn FMCS[Dr attached in separate file — NOT TO SCALE Z Q Z Z O BOTTOM OF a LEACHING PER DESIGN PLAN LEACHING IS ABOVE HIGH GAOUNDWATER NO GROUNDWATER MOTTLING NOTED ON DESIGN PLAN t5ins.doc•rev 6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 r � 9 ENNET T A REILLY, Inc. Engineering, Environmental & Surveying Services 1573 Main Street Sanitary 21E/Site Remediation Property Line PO Box 1667 Site Development Hydrogeologic Survey Subdivision Brewster,MA 02631 Waste Water Treatment Water Quality Monitoring Land Court 508-896-6630 Wwer Supply Licensed Site Professional Trial Court Witness 508-896-4687 Fax B002-3321 January 9,2004 Tom McKean,Director Barnstable Health Department 367 Main Street Hyannis,Massachusetts 02601 Re: Trano Residence Map 152,Parcel 23 Lot 3 1 A Woodside Road Marstons Mills,MA Casey Homes Dear Mr.McKean: As per the requirement of the Massachusetts State Sanitary Code 310 CMR 15.021(3), BENNETT & O'REILLY,INC.has conducted an on-site inspection of the newly installed sewage disposal system at the above referenced property. At the time of our inspection on 08/28/03, the system installation had been completed with the exception of backfilling and final grading. Our observations were limited to the top of the Soil Absorption System(S.A.S.), the observation manholes for both the septic tank and d-box and the soil conditions above the S.A.S. Soil conditions around and below the S.A.S.were not observed. Based on our observations,the sewage system was installed within substantial compliance with the approved plan dated 04/09/02,revised 08/20/03 as filed in your office. This letter represents BENNETT&O'REILLY's inspection prior to backfill. No warranties or guarantees are expressed or implied for the future operation of this system. Please contact my office directly with any questions,comments or for any additional information you may need. Very truly yours, B IENNETT&O'REILLY,INC 1 John M.Jeilly,P.E. Principal cc: Mr. Jim Russo-Casey Homes JMO/law No.--__--------- 1 Fee— --"�- ----------- BOARD OF HEALTH TOWN OF BARNSTABLE Application for Very Construct ion permit Application is hereby made for a permit to Construct ( , Alter ( ), or Repair ( )an individual Well at: pp Location — Address Assessors Map and Parcel ,2 i4.V® fwner Address Gl/CGL��iL Gs/+G �ie © /,G � - — e%f / &5 Installer.— Driller Address Type of Building Dwelling --- ——----—- Other - Type of Building-- ------ No. of Persons— ------ ------- Type of WellU Capacity---- Purpose of Well—�QmC Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until Certificate Af C by the Board of Health. Signed p —liance has been�iss'ued— d 3 date Application Approved By ------ �^�- --- date Application Disapproved for the following reasons: - — --------- date Permit No WZ OU 3 —0 R Issued ��6—U -- ----- date BOARD OF HEALTH TOWN OF BARNSTABLE Certiftcate ®f Compliance THIS J O CERTIFY, That the JIn}ividual 1 Constructed (�ered ( ), or Repaired ( ) Installer — at—has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -6A)&a=Q31 Dated- -= s=U THE. ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE— Inspector------------ -- - W�003 " � � 11 No.------------------ Fee----��--------------- BOARD OF HEALTH TOWN OF BARNSTABLE ApIplication-forVell Con5truct ion Permit Application is hereby made for a permit to Constrgct ( , Alter ( ), or Repair ( )an individual Well at: ;�� - /Sa —�-- — Location — Address Assessors Map and Parcel t �E.S�aDE.(/c°E _ QO //DES �OsJr, _ 7�� ��O�w er �`� Address Gf/EC,G iC G i NV (7 44Y Installer — Driller — Address Type of Building Lam/ Dwelling _—--- -- - -- -- Other - Type of Building-- ------ No. of Persons----- Type of Well - Capacity------.Zd • '� Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Boai"d of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until Certificate f Co. pliance has been issued by the Board of Health. Signed date Application Approved By �' ----- b .2( °�__ date 'r Application Disapproved for the following reasons: -------- ----- -- date Permit No W 2,0 Issued 'a 6-u-� date BOARD OF HEALTH i TOWN OF BARNSTABLE Certificate Of Compliance THIS I- O CERTIFY, That the In ividual W I Constructed ( to red ( ), or Repaired ( ) by— Alte E6129 o�?ems— - �Z� �C' Lcr n --7A C - ---_---__- — Installer� — at q�q (�/d O Gam- G� �_jn41-75,_1 iGGS has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -[Ab�3--D3y Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_ Inspector----------__-- —_ —_____ BOARD OF HEALTH TOWN OF BARNSTABLE R)ell Con!9truct ion Permit No. -W U L_02 1 Fee- `- -- Permission is hereby granted —to Construct Construct ( t4'"Alter ( ), or Repair ( ) an Individual Well at: No. ------ ------------------------------------- Street as shown on the application for a Well Construction Permit No.- Z o o 3 �3 °1 Dated --- ---- - --------------------- Dj DATE Board of Health —�^ ENVIROTECHLABORATORIES,INC AfA CERT.NO.:M MA 06.3 8 fan Sebastian Dr-Unit#12 REC F, Smidnich, MA 02.56,3 .508(888-6460) 1-800 339-(460 S E p 2 6 20 03 TAX(.508)888-6446 TOWN OF BARNSTABLE HEALTH DEPT. CLIENT: Casey Homes LOCATION: 229 Woodside Rd.. ADDRESS: PO Box 597 Marstons Mills, MA W. Harwich, MA 02671 COLLECTED BY: Desmond Wells SAMPLE DATE: 9/4/2003 SAMPLE TIME: NA WATER SAMPLE TYPE: New Well DATE RECEIVED: 9/4/2003 LAB I.D. #: 0309082 WELL SPECS.: 4" PVC/757 95' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 9/4/2003 PH pH units 6.5-8.5 - . 6.25-. 4500.H+ 9/4/2003 Conductance umhos/cm 500 - 10& 1.20:1' -- 9/4/2003 Nitrate-N mg/L 10.0 ` 1.46 300.0 9/4/2003 Nitrite-N , . .;;, , ,,:r r, mg/L 1.00., <0.004 300.0 9/4/2003 Sodium • _ mg/L 20.0 12.6 200.7 9/4/2003 Iron mg/L 0.3 0.1 200.7 9/4/2003 Manganese mg/L 0.05 < 0.008 200.7 9/4/2003 Volatile Organics See Report Bromodichloromethane* ug/L 80* 0.6 EPA 524.2 9/18/03 Chlorofonn* ug/L 1.9 EPA 524.2 9/18/03 COMMENTS: pH is below recommended limit and may have corrosive characteristics. *Total trihalomethanes can not exceed 80. WATER MEETS EPA STANDARDS AND 1S SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. ND= None Detected. _. <=less than - >=greater than t_. 4 8-, y'> TNTC=too numerous to count /c3 `ii:�i't�� Date , onald J.S a aboratory D' ector Aqp? iy 1 2 of 3 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date 09/05/2003 Approved by: �r Work Order#: 0309-12678 R.I.Analytical Sample# 001 SAMPLE DESCRIPTION: 0309082 229 WOODSIDE ROAD SAMPLE TYPE: GRAB SAMPLE DATE/TIME:09/04/2003 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Volatile Organic Compounds Bromodichloromethane 0.6 0.5 ug/l EPA 524.2 09/18/2003 AMT Bromoform <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Chloroform 1.9 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2-Dibromoedme(EDB) <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Benzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2-Dichloroethene <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT Trichloroethene <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT 1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1,1-Trichloroedme <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Vinyl Chloride <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Bromobenzene <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT Bromomethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Chlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Chloroethane <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT Chloromethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 2-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT 4-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Dibromomethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,3-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT trans-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT cis-1,2-Dichloroethene <0.5 0.5 ug/1 EPA 524.2 09/18/2003 AMT Methylene Chloride <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1-Dichloroethene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT l,l-Dichloropropene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT cis-1,3-Dichloropropene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Ethylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Styrene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1,2-Trichloroethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Tetrachloroethene <0.5 0.5', ug/l EPA 524.2 09/18/2003 AMT 1,2,3-Trichloropropane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Toluene <0.5 0.5 ug/I EPA 524.2 09/18/2003 AMT s�y 3 of 3 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date 09/05/2003 Approved by: / Work Order#: 0309-12678 R.I.Analytic Sample# 001 SAMPLE DESCRIPTION: 0309082 229 WOODSIDE ROAD SAMPLE TYPE: GRAB SAMPLE DATE/TIME:09/04/2003 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Xylenes <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2-Dibromo-3-Chloropropane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Bromochloromethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Trichlorofluoromethane <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Hexachlorobutadiene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Isopropylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT p-Isopropyltoluene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Naphthalene <0.5' 0.5 ug/l EPA 524.2 09/18/2003 AMT n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT sec-Butylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2,3-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,2,4-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 09/18/2003 AMT Methyl Tertiary Butyl Ether(MTBE) <1 I ug/l EPA 524.2 09/18/2003 AMT n-Hexane <10 10 ug/l EPA 524.2 09/18/2003 AMT SURROGATES RANGE EPA 524.2 09/18/2003 AMT 4-Bromofluorobenzene 100 80-120% EPA 524.2 09/18/2003 AMT 1,2-Dichlombenzene-d4 87 80-120% EPA 524.2 09/18/2003 AMT i I Massachusetts Department of Environmental anagemen 2093 127104 Office of Water Resources II'' TYPE OR PRINT ONLY Well Completion Report OWN OF BARNSTABLE 1.WELL LOCATION GPS(OPTIONAL) LATITUDE Address at Well Location: 7-7.q woobSI E Property Owner: CAs�y IIAONtS Subdivision:NAme Mailing Address; IRS 1 t �� ST a PO a 0� � � i ' City/T Aovkn A STo City/Town: 1 Assessors Aap 'Assessors Lot#: NOTE Assessors Map and-Lot# mein torji if no stfeefiaddress available .:. y y Beard of-Health'permit obtained Yes " Not Required ❑ Perm"d Number �ate.Iss z - 2. WORK.PERFORMED ',:_ • 3. PROPOSED U$E 4: DRILLING`NIETHOD � . ' New Well El Abandon Domestic ❑'Irrigation El Cables` Auger` Y Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer ;LJ Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud, Oita w ';❑ Other 5. WELL LOG aC Unconsolidated Consolidated 6. SITE SKETCH(use permanent landmarks with distances) W Permeability 17T y a� a 2 4 ,N� -I. Q C m CDs ti From (ft) To (ft) :9 High Low co 0 0 Other Rock Type —too x woowkm. �RJv E 7.WELL CONSTRUCTION & CASING Total Depth Drilled zoo From (ft) To (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Drilling Complete Ell —4* 8 c_ 11 PITILESS AbAMg c,I 31U 3 ` 9. SCREEN From (ft) To (ft) Slot Size _ Screen:-Type and Material Screen Diameter �C 5 T .1010 S_rA'fN eSS MELy pi 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL 11. ADDITIONAL WELL INFORMATION f Developed?. Ix Yes ❑ No From (ft) To (ft) Material Description Purpose Fracture �/ / Enhancement? ❑ Yes C+No +" Method Disinfected? Yes ❑ No 12.WELL TEST DATA(PRODUCTION WELLS) 13. STATIC WATER LEVEL(ALL WELLS) Yield 'NTimb Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM)�``(hrs°&"min) (Ft. BGS) (hrs & min) (Ft. BGS) Date Measured Ground Surface (FT) 913o PU P 15 TM r:oa mm€D 7715 ed3 41 14.PERMANENT PUMP (IF AVAILABLE) 15.NAME/ADARESS OF PUMP INSTALLATION COMPANY Pump Description CTC1UL.6`�f :1 HorsepowerWELL UkLLIQ& Pump Intake Depth =' O (ft) Nominal Pump Capacity l A (gpm) Q Qfkr, 16. COMMENTS ��*�' 07-65 3 17.WELL DRILLER'S STATEMENT IThis well was drilled and/or abandoned under my supervision, according to applicable rules and regulations, and this report "s completeld correct to the best of my knowledge. Driller: tO1M �E���0 Supervising Driller Signature: f Registration #: Firm:� m 1 f) W r—L L 1�'R-1U_l yj( Date: -i -n Rig Permit#: NOTE: Well Completion Reports must be filed by the:registered well driller within 30 days of well completion. BOARD OF HEALTH',COPY oz_ 33Z I Town of Barnstable P# �D, �2-o °F7""E r Department of Regulatory Services n, ,sTABU& ; Public Health Division Date Z v� •MAS& `0 200 Main Street,Hyannis MA 02601 Date Scheduled 2— o 3 Time Fee Pd. ®> Soil Suitability Assessment for Sewage Disposal Performed By: --IWA4 Witnessed By: M. ... '.:ii.ul'.:.:i:::q�'i.. IAy� Cy }. n x,«r u�L• w W . i t Foro-c-i-tion I5 Ld 4 A�.X i'� x�.f41i i �; h r .,;Gtf1.{yr 'i7 �� i�h� 3l.a '� :�f �.. "^ : taN '� ' .«irOwnersi Name Address 2-29 W v g cd,l ;cA Address 91- CASeY 40M $ < MK TA , 160)( 5911 W. MA Assessor's Map/Parcel: 2-3 Engineer's Name 0•Z 5 NEW CONSTRUCTION REPAIR Telepho D Land Use 1JE51 pf+—an hic Slopes(%) O—7 Surface Stones YES Distances from: Open Water Body "� ZO® ft Possible Wet Area ft Drinking Water Well �'I o'ft Drainage Way QO ft Property Line _—±' 7 ft Other ft SKETCH:(Street name,dimensio s of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) asp ' 93 -3-7' �yt '14 'T�1•Z :�- TN ' 0 e .2.7 • 58.93 -.. Parent material(geologic) %��, TILL— Depth to Bedrock �-Z�C7C7 Depth to Groundwater: Standing Water in Hole: [A Weeping from Pit Face Estimated Seasonal High Groundwater IJ A 01 tadNi 'cu 4i,ak�.keip.U'l '3�ila b +o:Li t.' s ix1 -• Method Used: in. Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment & Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level t.-. .n C! R..R' Ir • L y Y C' L k LPr' .try 62 f.�:u d i{�' d � "^RLrdr *((44�r�fFL P.FF f Y 6 R L I'L 5 L �'�7 IY' "'.x 2'S. -�•!!.r �v„W.a.. 4tiau. elf J.,eM��5"�'; s�Yt,.am�� ti....•.t..r ry.._�.�v..,�'�6�.,0 Observation Time at 9" :00 Hole# �11 G4 Time at 6" Depth of Perc _ _ t oc7 Time(9"-6") i Start Pre-soak Time @ ®•• — End Pre-soak 00 ,5'•°� RateMin./Inch Site Suitability Assessment: Site Passed_ _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back------ Q:HEALTH/WP/PERCFORM .:.. .::...:.:n.:a,...,.,k::::�::-n...::: ....:...:. ::.:�:,::,r:,:.:::,.>:...ti ..,a:. .,,.,;,,:.,... ...x!x...,!.xn:::::,... u;i!.!us!!e,...ar.:r L. ru!r�;,:...... ..,:p':-.. ti.n!,y:::riu..u!.:.[::a.. y;r•�..�rr �Ikki;l.k,tJ_y4, .;se':cah;v�Rv�:'Ka: §k:A!'. #<' Jl �r: � '. •kr {f. .! � J, a! ' P +ixF ak: ..v4 e 6!9 .• „Inl,!'!!s!�..:'- nh,^, - k •, » w,'r!!d v[9r r _u;ns !,;: __,sr p�.:i-�II.:?a'�i r!t:`i! ' .'•� '4-}��+i�..rr:.,...� sn! �:o• .u;s .,��. t�s�v,::r. -�k'•.^��'�i'�� �. �s:z° � ,!� r:k s _ .. _ a.r.E.,. },,_ / 3 � ':.: ; Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel y,F1T ti�1.L� 0- 3 o-te D /Dyk S/Z or - ...... ::•., 'h'.in..d.u.._.. u. ..._ e 1"..5•:143!i h.ixva: r. - ...,J::!i: JL !i!!i!nau,.�!: t;,!,r.. 7 r.. ..1......,. r..v. fr; .. kw ._. .._i i, v .. ,.ir ®iu. ..:}•� .: u, ..:.:,i._.A!i:.:r�-.c-.r: :� }�j:V'.�f:; �IP.M:2!y..ri:I:l.. _ vn,rM� ,.,n,�:.:.�sa� �•,� ,diRk?�2 L. ��� Q� >�.�,,:!a:.k7�-'�E x:'�;.x>•..a•.,,„.�an;atatciFA:Is,�!n.,s{dlid�u!�' .,:.�°!�..:t�s;t�s�.u�°.`�..�:-5�wfUo-:~.� '-a'j::e"Je! ,u'x!5&"•wk!'!a:L;:7ra!�.k,'� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel �OA►W O �-io k:Q 3/ 0 t_005£ IrE4f- fift �2 -1QQ Q lorp- `5/+ p ��� VV. 1 R S Cbokkrmb `g V QA TZ. S . ... ::...v,av.:.,•ur...0... .,.,..r vv.nv:.. u..:.:'r. .: nn.v:.. - - - n,e£viai i!iM::ix�.:x .. ,... '.k N' 1 f ._, 1 ; .. ...:. :nu:i.:i:p..v!,u?:;.""'lq::%-,r�vy_ �.ly°,1":i'r'i!='uP.G•..--.".i1iAa4;kii �vi'ii �'i' _"'•,�!.F,::!!llFr;= � � r•. �,� ..s A �,j. s`.�rv9•r �k kS��y��,yy��,, l�G� `• ,t.n!'�ii';�a�ir.`_q!'d;.!e5:�vaa;,i i i , �. ��, '� ��?.r IN J•4i tx ;2 r 4 i�am:e'f'a:''t'i P',!h m i�u Depth from Soil Horizon Soil Texture- Soil Color . Soil Other Surface(in.) (USDA) (MunselI) Mottling (Structure,Stones,Boulders. Consistent %Gravel Lo 0 4' L-o o$P-FtnP— LO 101(� �/L� o L. cttq�rS� t-I b� f "ArNIS as J '.tL&4rt t.a t' .+.,,i�' i :F- A!!I fr hk :V f n!'».. 3 6 !s's.!; t Get j�d' f� ry;� P w 4 r f t� ', •f', .I✓ e4 y�4!J4 Yl;ua A d4'V,i ��13 [� s 1 r d n r ' kN a �s, g iv,i� `:.rWw .,�km: '.::,, G� x4'k'.'',�:.!.r' i.uNGuf Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) .'` (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistent %Gravel t Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth,of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y 6 ej If not,what is the depth of naturally occurring pervious material? Certification... I certify that on 74-03 (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,a ertise and experience described in 310 15.017. Signature. Date -7-7 3--03 Q:HEALTH/WP/PERCFORM V VN �VkOF x `.,`x �o AL81ONN n Q G. ,J _ HA Si ao LA Engineering' Environmental & Surveying Services BENNETT &MZEH LY, INC. 1573 Main Street, Brewster MA 02631 50__ 896-6630 - K , - ��t�� ���� I s-��ate•-i,� .L 7 Os ''A1�`�, fi_ BENNETT &U FILLY, INC. Engineering, Environmental & Suiveying Services 1573 Main Street, Brewster MA. 0201 (508)906-6630 THE COMMONWEALTH OF MASSACHUSETTS FEE lJv BOARD OF HEALTH — OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Fe mit to Construct ) Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑IIndividd?uaal Components iLocation ^C C Y 6 Ow�ne—Na` e�/� u 7 L , Telephone# Installer's N e Desi ner's N Address rR ,6 6CGCJ� Telephone# Telephone# Type of Building: LS/i✓�L��LYI/1�y� G&I-1�/ Lot Size Sq.feet - Dwelling—No.of Bedrooms SC Garbage Grinder Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures /�/ Design Flow(min.required) gpd Calculated design flow '5 70 gpd Design flow providedJ�Dk gpd Plan: Date Cj Number of sheets Revision Date d� Title 11TIOV6 DAIP r 27;7) j' -,33,2/ Description of Soil(s) Cv�eSl�T N Soil Evaluator Form No. Name of Soil Evaluato E. & Date of Evaluation / -6 DESCRIP ION O REPAIRS OR ALT ATIONS S— f I tX i The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further qgree t place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date SE G THE SYSTEM WAS INSTALtED IN T AGGGRF.n.' .nE r9 of FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 k. THE COM-MONWEALTH OF MASSACHUSETTS FEE f. y —•� B O k R D 0lF H-E—A, LTiH '�✓� y OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a P; r iA to ConstrucS. ) Repair ( ) Upgrade ( ) Abandon`(--) - ❑CompleteSystem ❑Individdual Components •�,� /r9 LL DES/! 1 Loca on Owner's N� � r! f / �• Map/ ddres�7 s VI _ � t Telephone# Installer's Na e ' (p ersN ' Address ,;41 _. ' lam• Telephone# Telephone# s s � •.F Type of Building:c V/�cJEZla/Y�1 �,. Lot Size a< Sq.feet+ Dwelling—No.of Bedrooms Garbage Grinder M Other—Type of Building No.c pers�`s Showers ( ), Cafeteria ( I Other fixtures Design Flow(min.required) gpd Calculatedd-desig flow 0(0 gpd Design flow provided,5& gpd Plan: Date Cb? Number of sheets ./. Revision Date � 5 —6� Tit it N i eguj,% owl 7 �ft�C�I�S/�f13L �SCIJ 7/77 62h2-_3_V/ Description of Soil(s) Soil Evaluator Form No. Name oNONS oil Evaluato . E � Date of Evaluation� -&- -DESCRIP ION O REPAIRS OR�ALTE A , , .. The undersigned agrees`to install the above described Individucil Sewage Disposal System in accordance with the provisions of TITLE 5 and further a rees'• t plaice-the.system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed $ 0 ,t Date of GInsp_ect'o s "� _ Z2. i FORM 1 ='APP'L' ICATIO'N FOR DSCP DEP APPROVED FORM 5/96 No. C/��� � THE COMMONWEALTH OF MASSACHUSETTS FEE FBOARD OF HEALTH CERTIFICATE OF COMPLIANCE i Description of Work: ❑ Individual Component(s) 1&/Complete System , The undersigned hereby certify that the Sewage Disposal System;Constructed(7�)�Repaired( ),Upgraded( ),Abandoned( ) by: at •Lpl `SA has been installed in accordance with the prov,isiots of 310 CMR }5.00 (Title 5) and the approved design plans/as-built plans relating to application No� �dated ���� I C��- Approved Design Flow (gpd) Installer _ Designer: .F Inspector. Date � 1 4 The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. ✓�RX� � THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT _ ( . r ( Upgrade ( ) Abandon.( . }.'an individual sewage Permission is hereby granted to Construct Repai disposal system at Cal ` . �l`.��� as described in the application for Disposal System Construction Permit No.c�u ` dated Provided: Construc ion'shall be completed within three years of the date of this permit..11 local conditions must e et. � �� C ' Date Board of Health i FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 125- (�EV 5/96) H&W HOBBS 8 WARREN TM _PUBLISHERS- BOSTON •"' TOWN.OF B STABLE �4 3 20 LOCATION SEWAGE # 43 VILLAGE ASSESSOR'S MAP &LOT !Jfo�r"� INSTALLER'S NAME&PHONE NO, SEPTIC TANK.CAPACITY LEACHING FACILITY: (ty (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 wetl ds exist within 300 feet o ryY Feet Furnished by , r' M N i �n���r� L l � • � : r a" r I _ � AW I r I i ILE:ii9r�zi44'.-Vv +I�. I r I _ , I � ml �-9 ' I I i I i k i f{f{ II 1 � ..........-._ z' AjC 2C-rE �jcT�� I L— —. _ .—. __ .—. ..— ..-- -- -- -- — —. ..— — — — •— — — - —.. _._. _ _ , l ,�giDE.vCE f27.e /VJ.c'..0....�i�Nb `�� ��� � _T�_,�/4-��WUOAs/OE IZO�N2s4.25'TO.✓S. iN,/[LS N)r? 4 L ' 9- -O ,�l�C'Sl I/✓�L L r SCAIE./ / APPROVED BY: /d � O RAC'HA I 2/ J � DATE 7 / DRAWING NUMBER oF.�- i i F 1 , N k � I '--a q'a7_G� io=4 7 ' yr.ace j _ �. ` �4l.0� B_.p•�".. _ 6':.C'2 6 x/_`:3../'� .. .�y.�''7�Ec.:;;,_ - r '� � I - . . i G LJ r N p I O JJI W E2.FY;74 O f 7 i 1 I i 14-5 Q W,.eE'0. r NV 1 d .O .. r , a � ' _._ ... ; --- -- -- r - ----- -- --- 12 ---- 1 I I `:' j I G�SiUEnr4 E fQ2: i✓l e:O �/L y� - -_ APPROVED RT: SCALE: /_Q ..AWN 8V9GL'J i 1 DATE: —.I4' REVISED i f 1 i • O W r ORAWINO NUMBER j h I XuL p-. d O 0 � �J h � p � _13L59i•ra I � � 13 -' �' oA ram- p N' a•_l.o• I,. .I. �h - _ ._--___-- a q `� i - .._.., , 0_ z I N1 < - V per_ � ✓ls�!/L9-L" �' / q•.dr C6aa.la+(. ,,I .- G.E/GANG.-.,.._ �� � 1 � - - ------ +` � � ,. P DLO 'V �. r.'.- / ?'""1.'9JX9.Sa '1✓G-'r`e u5lh ._:3 2i,lo' SH Mr.c a e3C .I �' � �.__..,.__ — .' •, j lul'i.,../LQ..I.Firl.OEANJ:... �' IT CD • E. it -'• .. - &� ( ,� �E��1ZooAi f L/ V lvG %zooi✓l... 1` �3+� J ©i4Ad" OSBK. eG4' x Ham: Vt/Y.� �O & YE___ _ O ✓/;yy N c lnrsTi ti Z 6'.xc 9 poor= I . ', .. � � =v W - � - ,'. _ -��-i•�f c��C---Ss T6 G'N��A.ry L,'c^� 1 - -- �. .�._- ._:..... .N-2.446 - ....... �I:..N_.'244:b.•... _ .:` �... .. •, --sr s �e E � QUI ............ 6) , i i / r o i YM [h U _.. �_ PP �r/z ._ / l LoT.Y /O�/20.:..1y1r'��47'PNS /✓LIDS_ .N1/S pROV EO BY: v SCALE: l�_.!�O rt DPAW BY OATS: .7_, :Q'�.O REVISED N 24RG LL A r - - - - �ORAVJING IVUM9ER _.9�:/ 2J'28. N/ / e rcr.;i✓1�9• a i t2 2„urz. j/. 1 . ,. -- C I - f �. - RL�.WA}ccs <a.Grtr.✓GS. I .. _ _ ��r�;.-so.�✓T s F2fFz� - r� ---I � ,I 1 , /Z. cA4 ii Q( I\ _ a _ oft " ---1 ..'_ --- - .. ,^ - Kro /G"-D:c '\ ; - \__�'"",�`t•1 t"Xro`uc oal:; ---- - — ---- - - N. Pmr rAG" 2 ,<q o I a - ' ALL DIMENSIONS SUPERCEDE SGALlN(iORDNUQ$. LAYOUT IS+SUGGESTED ONLYAND IS SUBJEDTTO CHANGE 'Efa2rrf A&CODES&FIELD.CONDITIONS p.ICTATE ALL DIMENSIONS ARE PLUS OR JAINUS ACCORl IfN.O.TO FIELD&��,/ �-h!. 9Odt�E MA7CRIAL CCiJDITIONS, 3 MATFFHAL MAY BE SUBSTITUTE6 V'ITH EQUAL � _q.._Wo..aP .�/_O_E.L?Gi. i._✓I!}.2 TOalS. vTrLLS Y✓!A QUALITY ASPER AVAILABILITY APPROVED AS f�ER BLI&DER. SCALE:�I7 '_l-0 DRAWN BV /' 6:Lb .. I DATE: .-14-O. Ey ..�-�O NfS IN�• - "-DRAWING.NUMBER .� -. T.- yf%...y�2V✓./4N x '$ .. MOM .0 - J' ..... , ,.. �... .... .,��.. d-.. .. ',.,.. ... o" �' gym+ 4,: •s.,. .- ,- •.�i*,.,i„„., �...x a. -... .. ,,, w 'V.i. p_.• .'�r.�a .. ,: �,.fx, ''1n. +n.d, fig... n,a ,•rsSa' �" .'+` G. ... ";�"ii , { t y - 0. Top of concrete 500M 23f'WvYaswIYL M Y4Par ' EL ., lal .30 :. .. , 14 RN .44 n 3B sb. a7' t{ 40 W r. -. 441 1 a PRP"AY . .: ..,. - ... LOT � � 4= � Ares=54,1 26 F+ 44. a • ,:� 4 42 ,aria !j# 54 Rl ♦az r W F 1 >! e r d !! 94 a� '. 34.. d , . ' 41 r ip as An ` 32 38 . �'�`�r �� ,.•- .�, � .. 20,E 4� 32 34 4' O 36 193r:1A0IC} f)RtV 38 TQRM'�Wll't'�R —Are 777� E . +.eo . . y" �,�•h 42 44 # ! - 46 49 .a,.,7 �: cq - pL ( r dam. , jZ.. �. I�N•S'�1e-✓ voy"' - ✓ �D/ fJif (tiv�� i.✓�n�fflL✓ 4//S'�' FF�1 1 � 1 iT.:::yclo�s .-... .. 0� _ ---� I 0016C :PCE- �. q T-� a lT 0. \ tl wa� S�b~' v--a.�� S�, Q.EDrP S Ninl G L ES. —' — J _ ._ .." — ----.._..._ —.—. , , o i I � ! t i b 1 i i .. �_<S'�L�_ii SCE�FO/L i✓,•�2.O. �T.2.�•'n>D L�- oT...3i¢..WocOs:n� .ems. ni>r;�2src.� •v>it,cs, iri',d SCALE:j�_��i/ APPROVED BT: =RAM-!BV-71 .. A _ DATE: 7-I¢—OZ .EMBED DRAWING NUMBER 9S 2T2B !•C/.NF"21oi.` /I!'A� �26%� / O��` _ 9 Crowe, / E iLl 415 LE i III l t� 'WAY I I I I -F_/Z�%/S'/nI.xNG �%V•J4-C C-. ! I I II .._.2_ A( /b'iUAlFiN/SidEJ 11 I i ! i- Ti 71ii �TTFI I,E�.1II ! `� � ( I I i,i i ,i: � �I �]/(�GC'D G`E,O:u2 �/�/.'i✓/LA'S 1 �. 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A2r✓ic/f.Msl• o z 5 RV .a.o.�.Pzy.UGbe o _!_ 2`xe•;�z-D.c:-, r� ._, -- - �ii.• Z• t� ovEz 15 �. .: =3o rus L. NIP ?.BLUcQoO. �I c -- p I R.cL.Nq-tc.5 tG6+cr ArGS. 91. l i ,F1ICli5ir SOe':7T,g FRdEZE • it t a _ `, III(IIIr I1II IIIII1r�IIF IIIII1II1tItlth�� ._.!Z CDX :PcyWa.00 [-1L1�a- It FFH _ -- T' _w.ret_r.-V L.0 IC I / Z yz'1 :... KLTC.1tEN. jtEF. /ZOOM. u „ KID /G•'D.L 3_T'x 12" � \ I � • A .� .�r2Q.Y._G'2!a0_F... .. r `Bae.rt r NSuL• yZr 14 n -JfPPILLY. .. G 2.a 0 E � �1i9ltS f3 oTN �/LL• .— —1— — — _I TAe I lPiE.e :SL�Y3 ,rvlr,f � 1 FlB6i2 o. I . ..6 ALL DIMIENSIONS SUPERCEDE —�- SCALING OR DWGS. M 9 /=a'I 1 LAYOUT IS!SUGGESTED z•-;."j ONLYAND IS SUBJECTTO CHANGE AS.CODES.&FIELD CONDITIONS u All/s!s r�/2- Es+.2r7f DICTATE ALL 0I1 ENSIGNS ARE PLUS OR IvtlNUG ACCORDING TO FIELD&MATERIAL CCtdD1TI0NS. .;7! AC7-1,0Al SOME MATE:'.rRL MAY BE �csio�ry�c foie :ire Dr T2�nia ' =�10 SUBSTITUTED !KITH EQUAL /4 I.vo.oa.,si e�c ?G1 fva�zs r�tss ,+�lLts /✓J.4 DUALITY AS PER AVAILAGILITY r I APPROVED EY: DRAWN Br } N ' SCALE: ��'d =CL° ! A5 PER GL4LDER. s ' DATE: /'-/4-0. .DRA WINO NUMBER "R vf/.-ffA/L1N/�/•/.-MA O 2G 7/ �J O!� C rI tt( � ; I I I : I � - � - I , � " -1,� � , _11-1-I V" , . '_ I, ' ' I I � � ! � ., � ���,i��,� - _,�i_ " 7 171 -: 11 ,_ I I I - , . -", ,� I ,� I " 1 ,#1 ._,�,_, __1'�- , '', , - ,- .7, � _�-,__' j,r-7,�7_7 I I I I_ I I , ,-_�, , I - `-` , :� ",_ � 1.. , , 6 , I , �t I, , 1 I I .� � -, , ,�, -6-1 .�- _ ,6 - I " - . . . I - I - �� Z,� 6 ,,��, - - ., 6 - 16 6 - , ,�-- � ,:�,!'1�v - 7_ I - � , � 6 ,- 6 ,� I " ., . - � ;, .,I � 16 , , - , , I � - ,, I - . , w I I ,I� , "�r,.1� , - � �i I . - � . � , _. , -,, - - , - �- , ,, I I I - 11 �,�%� I - ,. 6 1 , � 1 6, r I � 1. 1. 11 . " I I I � - . -1 � � - . 11 -, _. I, I I I - : I , : � " %", I -1 16 �,�, I M, �, . 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I I 11 I ,� 1 61, - -MA,izsroAj_,;, , vi I"-,- -m,&.1, -I,- I , - , 1 6 � . I i 1 I . 16*1 � 111. I "�, � 1: I I ., �: - I I �, _1� � ,': . I , , w �. "I' . I 1 6 1 1 , - I - I I I I 11 I 11 - lt '� ,_, - I ,� , �_ , I . � I 17, 6 1 1 1 6 I - �� -I�,-,--.: � , � " �. 1 6� , � . , . � . I . I I , , ' ' ' : I . I I I � I I I . � I :�,�,, � � I - 11 � I'' � .'I- : I , ;�,_. 6 li� L`�.",:� �, �, 16_'..�� , ,,, , ?, - , -,� ,, I 1".. 6 11 I . - �, I I I I . I I I. I I . - 6 �. I � I IN, I I I __ ; I I . � ____ - I . ., 0 , , , _ I DEEP OBSERVATION HOLE,LOG -- ,�c. - ' I - , ,,- . I I I ' '.' ' - GENERAt,16'.N'OTE-S I - � I I - -1 � �,�-�, i,., -1 - . , .-61 1 1 � I- I ,,- . SYSTEM DESIGN,: CALCULATIONS - . 1 _66,� � 11 , - . I - LEGEND � - I I I I . � " � 1 ! � � - ,1 -" , ,,,Test Hole--- -,Depth From % -.-,Soil ; :Soil Texture I Sod Color - 'Soil , : I - Other , . � I I � I . 1, ,� , I I 1 6 1 1 1 11 1 6 1 1 1 . I .1 . 11 I 1, I i , " _4 , I - �� -,,, � � 1 _61 1 . � 1 6 . � . I I 1 6 1 1 1 1 t I I I . � 6 1 1 1 1 .� I - I I . - I . 6 61 1 . I � ,�,:" � 1� 1, .-6116 - sistency, ' I I I I . I I I I - �:., � I . __11 6, , .- I . . " 61�, 6 1 1 6 6 .. I I ow . - I I k � I . _�� , , : "' Number Surface V Horizon ,, �z�,(LISDA) , � , I , (Munseit) . - Mottling ,, (Structure, Stones,Con 1 6 1 1 I � I A) Neither,drivi dy nor,oarking areas ore allowed -------32 1 Existing Contour , . . � - � :, ,�,- , � I I I 1 6 -1 . , I I I I I I I I � I I I . I � I 0 1, . I 1 . I I . 1. I I I . 6 1 61, - I I � I I 111� 11 I , 6 11711, 1 1 6 . I � . I i I I I 1 6 1 If 6 \ . � �__6 ,i , 1��,. �.� ,_ 1 ,6'' - I - :�(F.W, -":, 1 1 1 1 � I I I I I I � %Gravel) . I . -20 components ore used. I I I ; , I , I 11- " 61 . ,; , ,6 ,I1� I � .1 I I � 61 . I - 1.) Basis of Design I I 1 6� 1 over septic system trnless H I I - I .� - � i I ��,,� I � 1. I - 6 1 . 1 6 6 1 6 ! �, I .. I I 1 32 - I . I 1 6-,:, �, ", I I . 1. I ! � . ,,�� Proposed Contour . I ��i 6 1 . . I I � "�, ' '. , 774-1 ' ' � � : I . - I I . .�� I 1 61 - 1 1 ' ,4 1 - I ' ' ' I . I 1 6 . �: 111 :1 . - I - ., - : ," � '��1, 1 . 6 11 I I"I _��, I I 1 6 6 1 - � 6 1 . - 6 E)(Isting �Spot Grade 6 . J, . I I I �, I _�l - I � __ , I I Number of Bedrooms, ......I ........t.,-- 6 e responsible for the system . I 1 "6 1 . : - F;t_ it) ., , . � I I I 1 6 8)The design r will not be I � 24x5 6 � t, , , .1 6 1 1 . 6 1 � I I ' I .� . - f I . � 1 6 1 1 6 . I Proposed S pot Grade 4 1 1 1 ., 6 1 1 - , I I I�Af I I I :X,__� � IL 0 - � "e�' I �., . 6.1 . -6,11 _ A 6 kPAPA 0"10 'I b y1Z zh- 1 0 Lco.sf Ffjk� qFA44J - -1.0 � , � Othert .I......***t'- I'. I as designed unless,constf ucted as shown-Any changes I . I , I ' � . 1 . 1- - , I � y . - I . - 11 I . 1 I .11, 1. : I , ^ 6� 1 16,� I_. I, � - � � '$ , I shall be approved In writing. , 1 6 -W I , I V� Lo(::�u,�> 1, 1, I �t , I -. 6 ,3 -617W 1z'(01 6 - W' , " ft - I 6� � ;1 �16 , , , 0 of 4,0 A R.se " I i,v/sm AOS 2.)Design Daily Sewage Flow: .44.1�_i._G.P.D. � . 6 1 - - Water Service I � , ,I � � ,I, I -: - I r � - I I I I . - - � -_ - i 11, 6 . - . .11 I I I C)Contractor shall be responsible for verifying the -ohu- Overhead Utility Line(s) - ,� .11 I - � I : I I. 1 45/ ,., I I , I ' I 5� 1 6 1 � I I I�� . I .f ,5 0 M f'o .0 3. k Capacity Requi ,.�.b.t,..�....,G a 1. I - 6 1 � , : � " -, I �'Zl, 0 ,-7,(.--I 0,1,)' '8- - - .5A 1JP ,� , I�1-2, 1 , *157 , )Septic Ton I redt _."V .i I ' . 1, . I '..� I � 6 1 ". � r . -6 1 . . I - Provided: ............'.�I;— Gal. � location of all undwground and 'Overhead utilities - U - 6 Underground Utility Line(s) 6 4;2� . 1 6 1 1 .1 � - ,j I . , I - �" �� I 1 6 . I I I I � I I . 6 . I , I I 11,� % I- - 11 I I I I ,�. . 66 .1 , . I . � I � I I � I 1 6 11 � prior to commencement of work. I - - 17� � I � ,x I � I I . - 1 6 11 1 61 6 � I - I I I . I . I I I 9 I I Gas Line I 6 1 6 1 ,6 1 1: i 1. I I I I I == I 4.)Soil Absorption System Capacitv 6 1 � I I I 1, Test Hole and/or Boring Location e� I ,�, -I ,,I i .., �_ I . . ,6 6 :1. . I 1 6 . , I .1 I I lj H I , ,�"I- � 1 6 1 T�j-I., - I I .I '. � - 11 ,_1 q 1, I I I I � - I ; . . I I I 1 6 6 " � I I 7�i , I I 71 I, 6 1 ��' I, 1 2., . ., � - , I r I Required, ....44_�*.. L.- G-PD. I 1 6 - � I ,�11',I ��I � I,I- ' �:_,�'7,_D ' - I I I I I 4 � 6 S.T. Septic Tank 6 RA,,,,r- ; ,,,,� .I � '' � I I i.AA_1_ I - � , I � I # , . � I . 1 6 , I I : I 1 61 - - � 11�, 7: - I A LzAMY --tAOV 'I�^,Y 1Z S/1 � 0 t"Sr- r-01P_ 4 Zd.i,aJ 5 A&1,0 ' 6 66 6 Provided: ..._5.�r.5_ - G.P D. r, I I I I .I,'- " - 1 � �1? �,/�0 ozo .. . � 0 -61f , , 6 1 _ I I � I I I D.B. , 6 Distribution Box 6 1 6 - I 1 6 . . - I � ,- . , - I- ��6 1 1 1 ' ' ' ,� I'J , ,I, - 6 .11 . I - 19 . 1 ta - I � - , 410 , . tv � P01 Fp 0 1 A 44 �1/ 1Z, �3 y Z LeA�;4.'44 4 A4 o-r--trz-�- ?t,t) U-1, . . 6 . Soil Absorption System I .1 116 , � - I 0,e . ,�, ..7.1 , � I , 6 f I ,� 6, . 1! ,yyA1-_A)(_5 ... .....,................_.1.11 ..."..�............ . I � I S.A.S. e - I - ' t�",:,` I v .I ,;�4"12 - . f - I ...... le � ,1' '. 'I, . .., I I (_ I I I I - - 'ev I i�pl)j , I � . I KEY ,MAP no scat 'r I - z I I J I I I � I I 11 . . , 1; 11 I I I ., � 11 1� I VT= 41�.)7,:��)t(A 1 Y. ,+ 17,?-�,'yz --;--C 54,5 1 1 1 Res. Reserved for System - . - .'� I? Fwylt.i%e, _.,1,5-_111._ I I , , , - � 1 15/4 10 I I I 1. I , ,' 1,7,0 '' 1,1 -It,0, 61 e P � P1_,),6 5 4 11 . I _E( - ;� ��.,74 _& Utility Pole I - - A41W , - .. . I—— o�),..�............. . ". ,�- - ,i t, . : ,�P_ . 6 , -: P.- . � . 6 1 � I 1 6 1 1( . � �� - r' '' ,r ,,,, , I . . ,, I I I . 6 1 .4. I 11 ,. - 1 '16 , _4 � I .. I I . - . I I .. I I . w/t ls�d�sign. 6 1 P I an Book_5!�J.. Page...'� ... I 11 I � -66 ," . I 1 5.)A Garbage Disposal is Mblpermit h 4 Catch Basin I I I ". 1 . 11 I- , ,, I p I 10 . "I - -_ I I I I . 61 6 I I �� � 11 I I I , I I I I 1 6 6 8Q0 '! , 6 " 1. I I I '. :: , � . - - 1 � - I I , � I I . 6 . I � 1 6 - Fire Hydrant �1 .r I ":, I 11 1.I'' 6 .--1 �6 . � I I 11 I I I � � I I I t 11 � I I . 1 6 1 1 Deed Book -1-D.I,Et�.,Page-,.13.1..'...r" .:�1-11 � I I .1 I - I 11 6 1 6 1 1 6 1 � I . I I . I'��I - � I A Well I I'll � . I 1 6 "I , � ,,,, 1, I - . � 1 6 1 6 � I . I I . I I 1 �6 1 1,1, 1 ..1.�",".-I, I -� - I r I I 11 . - I ,- I I . I - I 140 WA T Ff 4- F�j a LV*440 I , 6 1 � . � I ors Map-15 �11-1 , I � I -i 6 : �,"� I �: 1.,6 1 : It -T I I I I I I � . . _ � -1- .�. r I I I I 1 6 1 � I Assess .Z_Parc6l.j;��...L., \ �' I i I I �_ --�_ I I I I I . � �, - - i - ��:, 6 . � I I 1 6 1 . I 11 I I 1 , . I- 6 , I1 I � 6 1 1 � I 1 6 ., � ,� ,�, , , ,,, � - 1 6 . � . I - �, .1 I 1�, ,�,_ �;�,__I -,I I . . - .'' : i .. � I I ' 'I I I � -, '61 1 , I -,�. I � 11 i I I I - 6 1 I�6 % _� . "I "I %,I I - . 1, ,1�1 I I I . I 1 I I I � - I . . �,, . - I I I � � �_ , 1 11,666,.- 11 I I I : I I I . "- i i . 61 __ I 1 6 1 � - , , : , � I r, - Dot e ,of -TeST _.-,,, _2.-',1.4_-6,0 1-1,1 : I � , U s e Soil class .., , ,W I Tri a , 0 1 1 'r tL,�. I I . . - -1 ��: � . . I , , I -6 - 11 '. I . % � . , - I 11 I I I � I ......__ , i I-, - I _', I I - 6 - � - I ' � ! . I . I !I , 6 i I,`�,66,� I I . - .1; I 'I I I I 11 , - I . -4 � I �,1--6 i I � � _. � . - I., �! C Percol o _R . --I" -1 � 6.�I 1. ,U9 perc. rate of less than .-5 . . I � � " . I ., I I ,,,�,z 6 1��_ � I � �- ,I .1 . ati ' n 6 ,,at-e ,.Z.,!-m_ ..-11P-1-, W -'W I . e 1 44 1 i -, A, 6 . - " ��,�) ...t-H-10��, 11 � I Min,lin. for a loading rate ,of . , - I 1________.�___ --I � S ��4,11 6 1 1 1 1 � I � , - I - " .. I ,� -6 ! � I I I I I � . . -1 r I I , I- f r , .�>- t 7'.1 -A 1_? Z _-, , 11�+_,, . 6 � I I - � . . ... .. 11_:_ . . .1. . . - � "'i, 6 i � I . - `, 6 � . I - � I , 4 !�,,7 ,4-j, �Zsw , 4.Z,5 6, Z51 12,;�$� i� 7 15 , e.,6 - . I �, .-1 1 6 , � 1 6 � '' " 1 g _ , .GPD /s-f. .. I � ,,;� I - - -n-t- --- , .17)+4 - I �_,1.r 1 6 .0 I i: I ,." .1 , I I 'I -,I - _4 � , , 1 66,`� � '� I -�. , � 6 6 - .I +_ � �, -, ". , _1N_ I A - - I 1 61 1 10.0 lo 1� � I ", ,,, 6 ,I, I . � I I � -61 withlessed by-�-_1,,jE,F44S6A1 __ . _ I I / � _If��_��__t ,- 11 6 - � . " I I I _ . -. ,.6. I . _ . � I -F-? I 6 . I I - - -1 I I -1, I ,".,q_ --?-?_ ."I I I -1 \ I I 11 � . . � I A __ 4 . , 6 Tq4 ( ( M I _= ---I - I'll - 1 . , - - I � --'-- N � , L11-1 6 1 � I 1 6 1 6 1 1 11 . - D, !5-,A1JT6r)'1 A,(�Ilr, . I � .0- �, N \ , 11 Q li , . �, I .. . - I I I . . . �1 . 1. . .. . 1. I . . .., . _. " -1-1 N \ \ �^ I I I ,� .- , I I � - I I - . I - I I 1 6 - 11 M 1 �"v!� 1 I, \ " 6 1 1 1 : � I . �, _. 6 1 1 �t-_ %, \ I I , � I I I I I N ,4 1 'k I . � I 11 I . � z. � � 6 � � I .1 I - T- � 1, .1-1 I �1, \ N � 11 �AOTE : I . ,, I I � )- - A', I It . 6 � 11 \ \ I..\ I, I 1� I I - 11, --e-., --------- L 4 / � - . r 1 6/ \ -r �__ I . � I j I I I , I" I I �, I � . "I - � I I I - FLOW PROFILE . ,� I 11�_ ,---�-�-.-�.t-�j-:�,�-�=------.t=�,v I I -- I � IN I _- I �, - , I .,� � :41 1 - 44 Jlk N 1� Q I , ,._ 7 III �_U 3�7,0 V'F-en4c-�7n_ ,, , / / I \ 1�:�� \ ,t. i�;AP<H5T,4F,Lr_ TEZ1`,,117"'-F'-14177, . � 16 1 1 . I �, "' � IKE 40 -CVL7f( .. 6 1 - . - I . I - � I I I I , . '&A,-'4>', P F-TA I U 6w Wf,f j .f-�.e,4j/.L- � I I / / % I� \ �'1+0 I . I I I I . I � . I 1 6 11, - --,------- I I L101TS etp_' , / 11 Ito I I I I I 11 � I I . I I 1 6 1 1 11 I ^1 A I 1 6 .� I., �/ / . / I � I I . I - 11 I ,� I , I . I \ - I I I I 1 6 1 1 -, - _- I I , , - / . I \ I I I -1 I ,� I , Top of Foundation I I � __ -I_,I '\ I ..... ", i ' ' - , / / A ,� I 1 6. 1 , ..� , 11 I .� 6 6- Elev.ation- -Sej-jX,TANK f 6 t)-20)K t - 11 - - - I 1, ,�_ - - -,_ .11-:1 I- I_ , � _ I i / 6 / , I �,� 61 " I . . .!54,.Q ((rkipmt,'� � 1 I - \ - �- ( I .r :7 16 . / / / I 'I 11 . 6 ,2 4- � 6 lew .11� V N � \ N W� I I I I I : ". . ,WA !?,3,"') 'i I Finish Gradp= _-,116 / %, , I 1, I '10 - . 1 6 . 1 6 1 � I 1 , ........... I ��r I I I I .� L � , LM,e- j ,ow 1-If r-.) , 6 .Finish Grade=--- I I 1�11 I / / / . \ :� I � ,I , ll 1 1 1, I I I.. . It I I I I I -N\V./ .1 _r -'IV/ - __ � '-,\`�VZ// / . , / / I � _ ,� \ - - I . 1 6 I I � I I 11 I" I" s . , //11^1_"Z1c77 6 6 .. 4 1 7777 1 /;I',-.\ A ,i � I / / , 6--_- \ \ '�L 1�I 11 1 6 � � I 1 61 I 6 1 .�, I , , . I , - � , I I . ' - 1 6 1 1 . / / / / � \ . "', "" , - 'i I 1 6 1 1 \ � , I . I . ov�x FiNksi-A &RADe- I ; ,. I I I " � . 11 I "I I . 1 . I I I ML.5c>.C� 1. - , , . . , � I It . ..�.�.� 1. I I "" . . i., 1 6 � 4C.Mi", I , to 4 I'll I / I (- N, , - 6 . I � I I - - I I . . , , . , . . 6 9 min. . - 6 . . . . � I , I / . - . I \ .t I I . 1-1 1 41 . � � . � 6 . 1 36" max. .. I.. I - �534; MAY- � 6 .11 I / / \ '\ \ - , I I I I 1. I. I I - . 61 , I I . . _. I I , � � ��+0 1 '. .�, , - -I, \11,� I� I I 11 6 1 . I I . I . I , I ., � . . . 6 : 6 � / / . ` ��X -, - I I '.I � I 1.. A4 1. .I . I 1�36"Max. , I � . I', 6 116 1 S 1 6 6 / , . , 1- '9�t 1 1 . 1��! / ,��, t44,- -, �%, , � N , � � � . I N\ ,- I I I. 161: . , 1�� i 16 - I I . . � I I - . I . I c 6 I / I . , N `,1r, 6 1 1 1 . � . ,�', .�, �. j 6 1 1 . I I .1,� / , . 1\1 I I I I I I I I I I . I . I I I . 1 6 1 \ \ �,�� I I I I -: I . I I 1 6 1 r 11 I . I I I I / ,� I / . I � X, ,� I . I . I I I� , I - I r A 6 � S . I I. flow line I �� .11 . I // I J� I -T , - ' � 6- / ��_% 6 ? I � I I I I i - , - 11�� I I - A I I -,��_4_14_z 1 6 6 - - , � 6 1 .P I I \ ---�, 6 1 . 6 . 16 1� I - � I 4� ___ � I . .1* - 11 -,,\ \ , ��, I . 1 1� 6 6 ,. I I i - -le / IN 6 1 1 . - . I j . 11 - � I _/ .11 I � - I � ,, �� I � , - t- . I . . 04 .. I I , ..,% ', , 1 6 1 . 1 4&_ , ,�_ . . �11 I . / I \ '�4 , I I � . I ; . . � , , - . I \ � - ., , � 1� 6- 1 1 6 � I I.' , � 110"min. , . 14 . F. . - \�",_\"�I"4 . �, � � I . I I II I . I . � .I I�, I I 1-.1 .. -, . . � .I . i .- :F��f,,I � , . . ,I _,�, \ I q , -- , I I � 66 ,,,rr I I �11 11 I - 6 , i -, - � . 6 le At \ ,I 1 6 . . 1 : 11 . .. , Z.5 I- (.�-,:L,7. 1 1 1 . ,\vi�_;,� �� I , I 1 6 . '\ "I , - 7- � . 6 1 1 :. I - / / I , '�, I . - I I 1 . - , I � , ;: � 61 1 16 - ___ . " � e ; -, . . 6 1 � . � I I I I � I I 1 6 11 I'' .. , . \ \S1 , I � * I . . I/ � .1 'I . . 11 I I - ,6 6,6 1, I I 11 -6 1 � 1 6 . 6 6 � . I .I-,-- -Lxl-r-C -3_?�o 1 1�1 ,_ . , � 1 61.6 j I I I I gas baffle -.I ,'. , 11 " ,�, ,,- I \ 11 ��� - ,� . � � I I - � I I . I . 1 6 . ,_ �, ;1% I I A 6 , I -- - - . '.6 --f- . 11 � I I :, - b I, , I � I - �P.5 t , ---" . f", I I I I I I - I , . _� " I \� - I I / I I - t . 6 1 1 ? - L-�1-1 t�*; 1 �;, " .� 6 - 1 � 1 6 1 6 . 1 1 .1 I � . .11 / OF 1. � � ,I � I I .1 '' I I I I I I . I :., , 11 I I I I � .1 I ,I ,� 1 6 1 . I " I- / - :P -1 . I 1, � 6 4 Iz k - 6 1 - I I 11 I . . -1 - I -�-1 �', ,� I , I. . I : I . I . . � I . .1 . I I , . 1 6 � -- I Ne I -,,,,,I .-�-t_ - ;?F _A P�.I -,� ,_� ,,��16,,'I,,;- 'I � I I I , I � I _� .1-l', 'N1�:14__,,M - 7 � -1� I ' - I - I � I I , I I 1 6 " t- . I � I- -, 6111-1 � 1," ", I . 4; . �, 6 - - , �� I_ -, o. - �-,,,-I �,_,' - ,� ,-�--:_ - _�,11' 1;'1>,, - �4et �x I I � I cib, I . . I � - I � ' - � __ I I : � - I . � � 6 � '�� -N, � : ' 6 'rT tr .1 I I I � I I 1 6 1 1 1 - ,-��7-��`\� �-?,! -, , - � .1, %� � � "� -, "', I � . .�,, " " � �, I I 1 6 1 : , �I I . � I I r I I I I . -1 I I I 11 6 . - / I - .eq� I ,i , �, I 1 6 i 711"', I I , 1 61 1 : 1. I � - . �!,..,,! '.,, '4 � I - I .1.. . � . I - ,t�,,'.,, , 1 6 1 1 1 11 - I lk I - 1�', o / I.11111, I I r,t,., ,3-1 I (P I I I I I . � I I �� I - - I I I I 1 6 1 . , . 6 1 � 6 . i � A 1 16 - - .1 1�3��o - I I- . 110-1, k, ,.�1 6 6 1 1 1 1 , I I , �1� � - �f I . . � � � I� , '' I I . . 6 . 1 16- 1 . . I., 61 -1 I " I - I I ' - il 1-7- ' I I . 11 01 , I I / I 11 "N , -e,1.,�) �. I � 6 . I I I I -A,LAP PQ <� -i 1 6 1, (A - I .1 , I I I 1 6 . 6 1 � I I' , LT_ (_I I AN 3 E�7_ I , 6 . I , .� , Sso - . i ., - , , I 1� 1. I , . I - . - . I, I I I �. - � . I �._- 6 1 6 .11 6 � I L� I . 4;7'z� . 1. . 11 r. I :, � - .6 1 1 J.'?.0 I . I I I ' 'I ry, t�_ I � / lc��, I "I I - .0, �,,,� \ , . - I I 11 I � I � I I I I � I - I I ,- I I � I I I ..P, Go 1. Se tic Tank , Distribution Box , I . I 11 . ,/� �, I'' . � �, � N " , . � 1 6 L I � - .. � . .1 � ., � ,.,2!�, - 11 I I ; - I I I . I __ "I , I , k ,_4�_ Ill - - I - I P ,,�// 11 , I � I I- I I � I � 11 I "I - � ,_ � - *� I I I , , - I - - . I I 1. 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'A' , r 11 I , �� -i ,.I ' � 6 1 1 1 ! 1 6 1 1 -1-;�- ��__ - �'k, ,,e 16 1 11.11 . 16 1 1 1 1 1 1 r I 1 1 : 11 � I I I I 11 , ), / 1 6. 1 1 10 - I : ' � 6 '' ' r I t � , , " - ", __ I , _16: 1 IV 1 6 ," - - 6 ' j ------------__,.;0�1 ."I I I t , - - . to! - i I �Zr'l ,e, � ,� 'r '� 1, , , . -, ' ,r I 1 6� 6 1 1 1 1 . t I I I T,,, �, ;11�. ,�, lit� . � , . I I. ; � 6 1 1 6 6 � I I 1 6 . . , , I , ,� - - 1 6 1 1 1 �� I � I I I , I I . I I I I I . I I I I . - �. I r - - I I I� I It 6 1 . � I I - , , � 11 .�I 1 6 . � I 1 16 6 1 � I / / � . Z - --�--0 I : "' � : 6; , � . t I � � � F � , 1 6 " I I � _,� I � - - - .� . I I I'll --- I I ,_ , � - � � I I I I I 1 6 1 __ .01 , I , - . I .11 ,- I ,�:,:l � - - � 1:1 I , .1 , 1 6 - 1 1 1 1 1 1 - / .4 .1 _v ..�_ I � 11, .11 . I I I - w I I, I � I - I - 1, I � , .r 1 6 11 . I I I . .. .. 1 .� . 1 I 11 I I , , " , 1. I I I - . I I I 1, 6 ,�_- ,, -k-11`1 ,� �,'. � I ,� . I - � 6 r __� I " I I � I, I I 11 � - I , " , I I I � I I / " I 11 . I I I ,�: , 6 1 i I . � I.. . i I 11 I 11 I � , I 1 6 11 - I of_v .00 - I - � . I 1, .�, -'11�',�, 1:1 . , , . 6 . .11 - . .1 � . . I I I � - I .1 I * �_` 9 - 11 � . ,_� 6 � I : I . . I 1-1 i I I, 1. - . � I I I I I I / I le � 6 6 t 6 11 � I 1 16 , � 1 6 � I , 6 1 1 � I 11 I I I I I I . � .11 1* I -I . EL a , .-, , I-.1 .� - - 6 6 1 "I � 14"],/ � 1�1�11, I,I � I I I � It � / j I , - I .. .4- 1 1 ., - I ,.,**,/ % .i , ._'��, �' I I I - I I 1. � I I � I - / I I I .1 . / , I I . � . I . 1 le, . I I - I - �� 1� - I I " I � , � , v I . I . .6 ", - - I 1 6 1 -" ,4 1 1 - � I : . - . 6 , . 1 6 1 ,( i�:,- I . ol . , /.,,.,� I � , . ,i . . I . '. ., - 1 6 . I I I I . I / / �I I ., , o i gr � I 1, � I I I I I --- � 11 I - 6 1 1- / 1 , I I 11 / I-_� I , -1 I .,1 1 6 - I � � I ( - I ", � 5 , 1 6 - - - I 1 6 � . - I � �.,% . 61 , PA�, - I � I I . t � t / - __ " I 9 ,, - I - -It " ..,.,�,�, CONSTRUCTION - NOTES , - , � 1 6 - I i , / 1 6 , � t ,- I . I- . =� I --11 � 6 1 � I I`%`�/ 6. 1 , � � 1 6 1 1\ 6 6 1 1�� 6 1 1 - I- -.6 - 6 , , , , . 1 ,6 6 / j � , / / I I I 1:; - I / I � I I � 1 � , - I . i - / , , 1 6 .�- � r -'r I � . I, _� I I I , - ,� . r I 1, _. I ,� I I . I , I I , I 1 ,6 - . � 6, 1 A -, T9 1*1�� ,� I 11 I I I 1 6 1 1 , 0. ., I 5 r � , 11 � I r I I � . * 1'� - .: _ 11 _�_ - � 1 14� � I I� ,�- V,,�,, 1 1� - I ,- -�*I�p , , _", ',11 r ' . I '11:� '11�)E__w H-01 I- , � � i , I I / � N , , * V _� _�� 'I, 1 0 All construction shall conform to the State " � -10.) Base aggregate for leaching facility shall ii�, 0-�"o - _- i,fr�-4::Tolz_ I / I ;I \ I I I � *,�P_ I I I I ' ,,I� e'requiriments a - 6 V 'riv.) . -j,AV,1w,, 0 - -Y.CAV , I - I I I 0, I \ , I I _� � 1 6 � � I-," I Envir'lanmental Code Tittle 5, and th -1/2"double washed stone free . I ,e; piz In a. .YCAV I k�s;. , \ \ -154 ; - ,,, I , � I �, - - � - I , - , I ' I . ,*�consist of 3/4" to I J I I I %, , . 5: 1 1-� . I I� I 0A �,�3., 1 '. I . 11 . , � . 7 . I, . . I \ I .1 -�, - � - I, " 4 - I I I I I . 1 I I I I I / I - I I \ "I I .;, .", Arr, � � 6 1 ," , � � I I I - - , , - ��- �`�'��� thiei loical jiloord of Health., ,'.' .�, stalled from I ,e r, -IF/, $ ) , rr k \ � ,,,a . I - 1 6 - 6 1, ,_.", 6. , . � I ',��'w � - � . , of Iron, fines and dust and shall,-be In lj�, e?)wT72,44 _ -_ VM ) -VT r,A,e 9 9- / I \ \ : % - '' \ `\ I - 1� � - ,", _-A_ e_-1, � - 1 16 , 1 1 1 1 ,,�) � , , I � - _ � . _�) - I I 1 6 1 .I, , .,,16'' I I , I - ! I� � -, ."I ,� � I � I / � % - . % I , \ I "I I I �11 _� . .,.A, . v%l � � _�, I �� - below the crown of the distribution line to the botiom ' I C-A,0 I W/7-M I V.1 1-5, jp- I ' I 1 6 1-"\ 'N , � -,.,6 1 . I ", - I _. -., - � -A�L44tv - ,p Lj r,e, � I k _� \ � I � , �__ , ''r . , . -, ,23 Septic tank(s),greass trap(s),dosing chombar(s) . P � � I I , 1� I I � I I . - ��11 , I - I � - ' . I / I \ 1% I \ - \ \ -- I I 1 6 1 It, I�, � ,I, I �111 ,, 6 41 I 1 , , . I I I � 6 1 � I I . . 4 ot, 1 1 1 1 1 � , I I I 1 6 1 7 - 6 , I i :6- �4. �I ".1 - " - - - - " , fthe soil absorption system Base aggregate shall CQ p -.C!r^ ' - , -, : ,� \ �- � -�' " 61, �:,_, � �d �df4fiibution box(") Aholl beeet on'o level stable , a � I _ 4pjZFe,S, ,4 r _�,I_). , ,, I I \ \ � \ ), 6 - � I I I, 11, � �1, .6. , . - . I 1 6 j I . . . �- , -,!�, : I "- �A�tl)t I I -__, I I 1�� � I'� � ,�, 'a." I . I I � I I 1 6 1 \ I \ , � 11 , ,51�T' . - e "I 1,6 1 I � � � r � � b , - , I . e cove - . IL I � I I I I I 4 - _� i , % 4'IAJ,j� _ � I b, red with a 2'loyer of 1/8".to 1/2"double , � I 1 .16 . I e I , I � I I :-,- " , as*mbith-has.boon mechanically compacted, or Ono I , , I 1. . 61, . I - I . I \ \ , � 1% \ , 4 � I't I .- � - -(P�4 1, . � I , I " , ��1, , 1 6 1 6 1 1 1 1 1 k \ 1� : I I� ;1 . �, I � uj��Y6�:. i 1 . I� I I 11 , I I I ; 1 I � . � I washed stone free of iron,, fines and dust. 1 6 1 1 1 1 . 1 I I 11 I I . 11 � 1, , \ \ - \ I \1 , ,�, ,. I - I I 1 6 , `II : "I - I 1 61 1. - I 1� �, I 1) I �_ " . I I ,-�' ,,�',; 6 Inch crushed stone base.. , , �, , � 11 6 1 1. . 11 I I I I . - I I I I � / I . \ � 1 \ \ , . . � I A I 11 - 1 .6 ��, � I 6 1 1 ,, I .1 I - �. I - . . . 1 2 \ \ I I . I I, I 1% . I ", . 7 ., I , I I I I I I I_ . I I 1 6 . 6 6 1 . I ; , It I \ \ :�k I.11 \ - . I 11. .I ,_- -. . I , , i - 16 . <31 I I- ,11- , 1�1, - " � �, !7 � , - L - ,� 1, L � . I � - 6 / I . / . I I 1; .\ 1\ \ - I I - - I I 1. -1 I. I I I 11.).Vent soil absorption system when distribution - I I �� I . � � I .1 I I . 1 . \ - - \ _ � I I - 11 6 � � . . - I 1 6 1 1 1 m*is' 'I I I I I � I � I I / . 11 �- � I . - � 1% " 11 ASTM stondofd 0 . \ � \ " L I. � 6, V� I I V - I �, , �.':, 3.1 SePtic-tank(si shi -I , , I I , � . �__' . 6 '\ . I I (�, _� .61_._!,1,- , I : lines exceed 5b feet when located either In whole 6 -I I I 11 1. � . . / I : I \ \ I , N \ I � X , -__ �. . I 1 6 1 � 6 G7- ,�, - ,I I I , -it 2j 9� and'shall havie'at least threii 20"diarnet&f' . r, " I � I �* 6 1 1 1 � , - . , / I 1, � 1. :.\ . , - � . � I , ,"i -I, I .1 -I _\ I I . , � �".. � - I I I I � 6 / 1� ..e ,, 6 61 \ - \ \ . I - �11 N 6 1 1 1 6 � � � ." . ' ' ' -or in part under driveways, parking, turning areas, � I � \ I �I . 11 \ cx,;��_ __ ___-_- I "I 1%, I � 1 61 1 . I �� 4, � " ' I I - . / - t , "I Lc5-r, ,31�\ r \ \ \ I \ I - I _% 6 1 � -,- 1 16 1 1 � - � � �," �_ e �manholos. - The minimum depth from the bottom of � I I I I I I -- \ 1 16 � I � I I 1 6 1 11-11 __ I Is I --- .1 , , "fl, I I� ,11 I �:_ I . 11 6 1 11 �, � 6 1 . - - " , I .1 of other imp erviout material, of when dosed. - I I 11 - - \ . \ I - \\ \ ., \ - I I I I � \ I 1� . I "I I rP - , I I I I I I I I 11 11 \ , N I \ - 1, � I I .1 I 1, � ,6 ',%,� I -septic,tank to the flow line shall be 48 . . � 11 � 16 1 1 �. 11 - � r I 1 6 - I 1 ,51+, 12-S S.F t � \ \ \ . . I -1 - \, � , -- - - -_1I � ,_, \ � I - I . I", 'ILI r . I 1 6 1�1 , I - , I I .� I I 1 � I I I I . I 1r, , � � � �, "I I I I I .. . - I I I - 6 � � I I / I I \ 6� 1 �, :_ ,!, �,11.t , . -, . �, 6 . � I I .6:e, , ,,,- - 1 ' 66 , � ' t, 12)Soll absorption system shall be covered with a , 6 � I I I - I \ I \ . 1\ , \ 1\ \ 6 1 II 1% I � , I I I ,` - 1 6 I ., - - 6 ,6 ". �, I . 6 6 - I I . I I \ I _\ \ - I � I. - I N, I . \ ; ..I ", - ,, :'1� - 4.)Sche'dul'o 46 PVC'inlat�ond'o'utlet tees' shaft - I I I � . I I I I I �', 6 " , � � � " - I I , , I I \ � \ . , , , N � \ I � 6 IN I— , I . r I I 11 ' ' I � t 6 1 1 1 !/ 1 6 1. I . 6 \ �\ \ \ 1 6 11 6 6 � I I I I I .6 ,�I . ��, � ,;,. 6- .� - i I . , " � ' � -Minimum of 9"of'.'clean medium sand (excluding , I I . I \, \ ," \ I N \ \ I I k,S. N 11 . __ " . I I % I I I , . ': \ I I I I I I 1 6 , I . � I . , ,�� I �� oftond 6a,minimum of,6 above the flow line of the �,_ 6 1 ,� I I " 1 , i I � "I . �. -,11, ,� I , , I I _ : - 1 61 - 6 1 1 t - �- - - - - - -__'Ie , , , \ I \ 1\ 11 �, \ \ - - \ ,V _. 1 61 11% - *% , \ / I "1, �"/, ,� I� 6�;e . I - I - 6 1 1 . � 1 - � . . 6 \ ,� 61 6 1 �. \ ' _ _,\ ! r ��, -,,,, s t tank and iholl,-bo installed on the centerlint ,, ,�topsoil) 6 � , I I . ! / - , I 11 \ \ \ � , \ \,. I I 1 6- \ 1 6 1 - , . _ I '. ,_ op ic I � � I , 1, , � , ._ , , I 1 6 - I � , . 1, ,- . . I . \ i� / 6 . . I \ I ) 6, \ � , \ \ \ -I - - . %, - _. 6 i '.,),I., , I I , . � I " 11 - I I I I 1 6 � , 6 - x , I , fho:'iohk directly'vilder' the cloon,out manholes.1 6 1 11 � I I 1 6 6 .� I - - "., , � . -- I - - - , IN , 11 - I ,_ I ,6,� "., 1 1�,� -of, I .. 1 13.) Finish grade sholl be a maximum of 36* over the . - 1 4 6. \ ,f - I 1 IZ01 8), -�� " 1.� 61'. "� 6 . ,1. � I I . - --r-, I \�I __I - , "I � '. I � -V "I I I -11 . 11 6�. � I v, I I" � , ,,, .1 ,!�,,, �,��' '. - 1* - 6 6 ' '.r, ,' r� ,� I I I � I ,.I I N I \ \ � N \ I - : , -��_ � 11 i il.�,� I I lxl 1 66 p ic tonk, , - I . - 1 6 . ' � �- :��,-�, � I . I - I "', �I , 6 ,� , 6� _.,", , ' _. � ' � ' to i of ou'systerh components, including the Sept \ 6� � I G,1, I*z, , . �0 - 1. , ') I "s ,, I- I 1 6 .-,-. 6 6 - :,��Z. , , , 1 6 � I .-� '�,�,,, 1 r ,�� i 11 N .5')Rolst covers'of the septic tonk and distribution _, � - 6 61 1 1 . 1 6 1 _ I I I � , rl I I I I I, ,51- ; 1 4,8 " . 'At. -�44 .4 -.*�>, 53 I 4 � 1 16 1 1 6 ��k � � '', �� �, ,6 � �. 6 1 1" -1, I . - - . ' . 6, � - ,, .6 � I - I 11.1 I I ., 61 , I 11 I I I � I -, 1 �,.,,� I . ` . I: . � I I � I ". ' distribution box ',doilng chamber and soil absorption, I . I I 5 6 5.fl, � I ' I . I.. I 11 1 61 1 I I I I , I I I .. I I I .,� - I I � 1. ". ,�� 6 , 16 1 . 10 I I �y � -1 11 1. . _�, 1�I -. .box, with pro-c.ost concrets�water tight risers over .1 � 1. � I ' - � I I I � I I - 1 6 1 . 1 61 'i I A.._-�, � .11 11 I I \, I � I I r' � - , 11 I r * s all have a minimum cover - . 1�__ 6 ;�,` `_1 I :, - ' � system.-� Septic tanks ; h I 11 r I r 6 � DESIGNI!�,- 1:*.'_.. 6 1" I - . . � I �I,1.,.-"6' R( I 1 6 1 .1 6 1 1 ��,, ,�," ,, I ,. � 11 I I - , �, 11 I 1_�+__� , ..1; I 4-1, , - - . I., , �I � I - ' 'I �, I I - I : I I � . - I I � , - . I ' 'i, -__5 - 1� I - M C_� I ' -- , , � ;. , . . - I I � I �" I . I - . . � I 1 16 1 , - I . I ; I -itotA P )JECT . � .1 I I 1: I 0. of,9" . I " � 1 6 1 1 1 1 1 1 1 "_�Ii�fii� .,, I A .1 16 1 ��3 ,� , frilet and ootiot toes to within: 6"of 'finIsh'grod , I 11 - I 11 I I I 1� - 1 ".�� .�, - I . __ - , I � I I 11 I I I - . 1 INSTALLATION AND Lor-) � -1 , 1 16 - 16, . , I I I.I . � -I , I I I I 1 6 1 1 1 ,6 1 �, I - . I gST,EA US MI N6 1�0 2. 1 - WQ�D� + , 1< e_1 - I- , �;� .,;�,_ 4,!"",-1�',". I I I I I I ., - T WE I ��, , , 6 - I S ' D E_ I " I � I - �j.:-- "1, � I " � , ,, I - A " , . . -1 � - � I I .� " - 1, � ' - . �, - 1, I. � . I I I I . I - I I ' X, "' _���� � , E ' I 0 �I ' I 1 6 1. I t - . , 11 I 11-I �6. 'Piping sh I , consist of 4"schedule 40 7PVC at, I I I . . I , - , 11 , I I 'KI I I � 1 6 ' - 7 -Ff""- ; 1 41' :' I", 611;�' 1 1 I - I I - I I " I �- , J4 ) 'From the dote of installoti I I � 6. 1 1 , STALLE ., . ____1 1, : I � I 1 6 � - I I I I I . - .- , ,, ''I� I . ,_111 111. . . I on of "soil I I . I I I- � I . . . � - % ." r % ,_�� , - I I I . � - _;Mi etf"I I I -1 6 � . ,, I . _ , . I I -r -y '4 K 44 P-t I� � A; �6 11 - 1�1 ,,equivolifit. Pipe shall be laid on a minimum,,, , , � � 6* 11 I . , . I " t� 1. _ , �, N I _�' I �� it MI ; ,,Z _,tS,7U��F I-40s,ir,s.,� R.1,01- F�X S1 71-' , I I' ll I I ,. 6 1 6 � " I.,aborption system until receipt of a Certificate I I I I I I - I , -, �, _� . I I _� ____--,-� , � X I I � I . � � 1� I I- � e . �., I .t I - __ 1,� 1_. I '. - - - I inuo ,,, � . I 1. I . I � - � + I I I . I - � , � .� � I , - _� It � �_, ., I of : I I I I � � I - I � , I ,� � . ont us grade of6otfess than' I %.� , � ,%, � . I 11 . I + I � 1. I h � � . I �_j; � , I . � . -� ". c . � I . � , - � . I . I � � � I "I � �,�;,- " ,, :, , , ,� ,_,�,, 11 - " , , I ' 'I I - the' I . I I - . 11 * I -1 I I I I I I - : TITLE M �._� 1. �, -, �, � - � �.t , - - I - - . I I � 1 . I -� _� i I , .:---�7D , , ,,,. I ,��-� r I � �, � 't -, :" ,,, .". . , P I , , . I I -, ,�� Comp !once, � . perimeter, of'the soil,absorption . . � .. � � . I 1� Of I I � -,,.ttp,t - I 1, 11 I I 11 I I I � I � � 1! � � __ 1, . I I I I I I I . 1 I$ 1 I — ---R-V-- . � I I -1 11 - '� , ''L'17' �`� j Dis,tribution'll not for soil bb�sorptlon system, " ."' system4holl be staked and flogged to prevent the � . I . r- 1. I � I , I I . I i SEWAGE ' DISPOSAL SYSTE . " I - - , , . I ' '..' ', I 7 I _ I I I ' ll I., 11 1 � I :1 . I'll- 17 - - � I I 11 � . 11 . I I I I I I I _. I .. I I I �,�� 1, � I-I� � I � ,� I— . - - I _'8 , :, , , ., ,� . . I , I 1.�, -" � 'I, ,1 �, 0 . � I - I - I � . " I I . I � I I � ,� ,� � . ,-AlztA I t� 1�1�tvrf> , � , I . I , -Lo- ?�Ii 4 , woll�b-t I I.-I T. 19��,_.�j � 5::�,.Mlu_5 I - , ,,� - " , " � - ," ' I - 11 I OF 44 I � - 11 I + , ��Lty ,, (as roq'd) shall �b& 4"diameter-schedule 40 PVC � I.-tose of such area for all tictivities-whi , I 1, I � . I - I 1. .� I vi-l" I � � � I , � , - -_. - � -, 1, I . : I . I V AIZ� ,�u 1, � �,� : I- . , , , 11 I . . ch might - I I - I I I I I . , I I . I � �, __ �, . �,'� - ,'�- 1 ." I� � I . I I - I I I I - I I I � � ,__ �, - I I I 11 � � �zi I � I - I � � - - ", 11� . _� I ,11� I I I I 'A 11 � . � ��, . I -1 . - _. ., I I� I I - _�L �, 'W ,loid, I "I - I I I _,," -P I I , � - : `0-16.005 ft./ff. '�.Llne!sholl be capped ot- - - damage the system. , + - 1 . I 1. . I . 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I I 1_ I ewl, - I 11 ,.B NETT A , . Ae - I , I I I 1:t - 15.) Th a Bootd 'of He' Ith � 1,^ . I . I � _- - EN � _�, i , . . ,� - : ., I . I- I . . I I - I I I i I z I , .I . I I I ��,�, 11 1. rn 11 I I . I I I �,�1, I � - I � - �1,� I L-AI,, . -. I" . . I - -1 -4 7 . r - 1, I �I :,� I,,,. , . �8.Ybutliiit '01P - I I ��,.^ 1, I .� I � I � I � I -I "a. I ngincering '& C G, � ., , , I , - 11 �� . y at from D-box sholl7remain levelfofat ,,all construction by on, agent,of the Board of Health � � � .- , -, -__.� - I I I I'll. I ''I - . . . , � � �� ., I . 1, 1. �� � � , I I � r, I 11 I I � 11 .,� ' I'. ' I I � I �E . Environm ntal Scr-6ccs � � , - , � '4; - , I , - I I .1 - I � I . � 11 . � ' I * I a I I I I I , , � � 1, � , , � , I , , .. � I �11li 1'1',"' I" I - , I I I - �_ �, ,. I I'� I I 1�1�,��'_111; k ,I iiest bofore,�'Pitchino to'soil 66s6rptior,system._�`Jor the'designer it this,system requires a variance) and .1 � I - 1. I I . I . _ -, I . I - I �. "I , - I 1�", I I Q, I I 11 . 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