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HomeMy WebLinkAbout0100 COVE LANE - Health i O.Cove Lane v 'Si_ +, Aect 4 ifi u Barnstable a °\ • o o o u F133-066 WEST BARNSTABLE w R 6 JF Commonwealth ofr Mass aahusetts 61- 6&tP' Title 5 official lnspec$ion- ohm Subsurface Sewage Disposal System Form -Not for Voluntary,Assessments `Y 100 Cove Ln. Cummaquid, MA 02637 r Property Address Janet Smith 13 Battles Rd. 4�a Owner Owner's Name _n information is Westminster MA -01473 10/17/2017 required for every W 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 filling out forms A. General Information u. on the computer, s use only the tab 1. Inspector: key to move your cursor-do not Paul Martin use the return Name of Inspector , ke y.y. Cape e Cod Septic Services , , Company Name 350 Main St Alf Company Address a ate, W.Yarmouth: MA 02673 City/Town R State ` Zip Code 508-775-2825 S15016 Telephone Number License Number B. Certification 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 15.006).The system: ® Passes Conditionally Passes ❑ Fails Needs Further Evaluation by the Local-Approving Authority 10/19/2017 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 Hasa design flow of;10,000 gpd or greater, the inspector and the ystem-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 ordifferent conditions of use. t5ins•3113 Title 5 Officiallnspection Form:Subsurface Sewage Disposal System•Page 1 of 1 a V f Commonwealth of,Massachusetts - w Tittle 5 Official Inspection dorm Subsurface Sewage Disposal System Form -,Not for Voluntary Assessments 100 Cove Ln. Cummaguid,-MA'02637 Property Address Y Janet Smith 13 Battles Rd. y ID Owner Owner's Name - information is Westminster MA 01473 10/17/2017-•'required for every W ' page. Cityrrown State, Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check AB,C,D or E/always complete all of Section'D A) System Passes: 1 have not found any information which indicates that any Of-the failure criteria described in 310 CMR 15.303.or in 310 CMR 1'5.304 exist. Any failure criteria not evaluated are indicated below. ' Comments: System in working condition. 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 orrepair, 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); t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal^System•Page 2 of 17. Commonwealth of Massachusetts a v Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form Not for Voluntary Assessments � 100 Cove Ln. Cummaquid, MA 02637 r Property Address Janet Smith 13 Battles Rd. Owner Owner's Name information is required for every Westminster MA 01473 10/17/2017 page. CitylTown 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.fPasses(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 q: .❑ 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•3113 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official icial Inspection Form Subsurface Sewage Disposal System Form -Not for Volunfary Assessments 100 Cove Ln. Cummaquid,.MA 02637 Property Address Janet Smith 13-13attles Rd. Owner Owner's Name information is Westminster MA 01473 .'10/17/2017 required for every ` page. Cityrrown state, Zip Code Date of Inspection B. Certification(cont:) o y 2. System will fail unless the Board of Health (and Public Water Suppliei, 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.' ElThe system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. Y - El The system has a septic tank and SAS and the SAS is within 50 feet of a private water, supply well. , .E 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 DEP certified laboratory,'forfecal 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 cesspoolEl . 1 Static liquid level in the distribution box above outlet invert due to an,overloaded. or clogged>SAIS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow, t5ins•3/13 _ Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 a c Commonwealth of:Massachusetts u r Title 5 Official Inspection Form.' " r Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 100 Cove Ln. Cummaquid, MA 02637 Property Address , Janet Smith 13 Battles Rd. Owner Owner's Name information is required for eve ryWestminster MA- 01473 10/1�7/2017 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 ❑ 2 . tributary to a,surface water supply. ❑ . 0 :Any portion of a cesspool or privy is within a-Zone 1 of a public well.' ❑ Z. Any portion of a cesspool or privy is within 50 feet of a private water supply well. El 0 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,. j 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= 10,000:gpd s ® 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.11 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•3H3 Title 5.01ficial Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Ford Subsurface Sewage Disposal System Form -Not foe Voluntary Assessments 100 Cove Ln. Cummaquid, MA 02637 Property Address Janet Smith 13 Battles Rd. Owner Owner's Name information is required for every Westminster MA 01473 10/17/2017 . page. Cityrrown 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 informationmas provided by the owner, occupant,or Board of Health ❑ Z 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) N ❑ Was the facility or'dwelling inspected for signs.of.sewage back up? r ® ❑ Was the site inspected for signs of.break out? ® ❑ .,--Were alGsystem 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 rproper 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): 110x3= .. �330gpd . t5ins•3/13 r Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 OffidaIr Inspection Form Subsurface Sewage Disposal System Form -Not for,Voluntary Assessments; ••'" 100 Cove Ln. Cummaquid, MA 02637 Property Address Janet Smith 13 Battles Rd. Owner Owner's Name information is required for every Westminster MA 01473 10/17/2017 page. City/Town State Zip Code Date of Inspection D. System Information .Description: w g - Number of current residents: 0: Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include°laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected?` ® .Yes ❑ No Seasonal use? Z.:Yes .❑ No s, if available last 2: ears usage 2015=63gpd Water meter readings, y 9 (gpd)k 2016=71gpd Detail: Sump pump? - ❑ Yes ® No Unknown Last date of occupancy: t Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR-15.2031): - 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•3113 'Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth ofrMassachusetts . Title 5 Official Inspection F®rm R Subsurface Sewage.Disposal System Form_-Not for Voluntary.Assessments "( 100 Cove Ln. Cummaquid, MA 02637 Property Address Janet Smith 13 Battles Rd. - Owner Owner's Name Y S information is required for eve i req Westminster MA 01473 10/17/2017 ' every page. City/Town - State• Zip Code Date of Inspection D. System Information (cont:) Last date of occupancy/use: . Date Other(describe below): . _ General.Inform 'Information Pumping Records: ` Source of information: No Records Was system pumped as part of the.inspection? ❑ Yes' No y If yes, volume pumped:' gallons How was quantity pumped determined?.: t .A Reason for pumping: n , Type of System: ® Septic tank, distributionbox, 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. A4tach a copy of the DEP approval. ❑ Other(describe): . t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 8 of 17 ' Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 100 Cove Ln. Cummaquid, MA 02637 - Property Address Janet Smith 13 Battles Rd. Owner Owner's Name information is required Westminster MA 01473 10/17/2017 page. Cityrrown State Zip Code Date of inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 2004 Per BO.H records - Were sewage odors detected when arriving at the site? ❑ 'Yes . No Building Sewer(locate on site plan): 4011 Depth below grader ^. feet , Material of construction: cast iron 40 PVC ❑ other(explain): - Distance from private water supply well or suction line: feet . . _ feet , Comments (on condition of joints, venting, evidence of leakage,etc,): Line checked with sewer camera and was found to be.clean, properly.pitched with no sign of root intrusion. . . I Septic-Tank(locate on site plan): 30" Depth below grade: 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 150OGal Dimensions: Sludge depth: 8-10" t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title -5 Official Inspection •F®.rm .: a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments. ,•" . 100 Cove Ln. Cummaquid, MA 02637 Property Address v v Janet Smith 13 Battles Rd. Owner Owner's Name information.is required for every Westminster MA- 01473 10/17/2017 page. Cityr own State `,Zip Code Date-of Inspection- D. System Information (0110 Septic Tank(cont.) ` Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to too of outlet tee or baffle Distance from bottom-of scum to bottom of outlet tee or baffle Estimated How were dimensions determined? w Comments (on pumping recommendations, inlet anal outlet tee or;baffle condition;structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): 1500Gal tank in good structural,condition. PVC tees'in place.Tank at normal operating level. Inlet cover 8" below grade with outlet 30"below grade. Grease Trap (locate on site plan): , Depth below grade: feet Material of construction: El concrete, ❑ metal, El fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance.from bottom of to bottom-of outlet tee or,baffle Date of,last pumping: Date t5ina•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts . Title 5 Official•Ins'pectibh Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments ' 100 Cove Ln. Cummaquid, MA 02637 Property Address _ Janet Smith 13 Battles Rd. Owner Owner's Name information is required for every Westminster MA . 01473 10/17/2017 Ci ITown State Zip Code :. Date of Inspection 'page. ry p p 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: Eli, Yes ❑' No Alarm level: ' Alarm in working order: ❑ Yes ❑ No Date of last pumping: - Date Comments (condition of alarm and float switches, etc,):, l "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 Title 5 Official Inspection Fora: W Subsurface Sewage Disposal System-Form -Not for Voluntary Assessments 't .100 Cove Ln. Cummaquid, MA 02637 Property Address Janet Smith 13 Battles Rd. Owner Owner's Name. information is required for every Westminster MA . 01473 10/17/2017 ` page. City/Town " State Zip Code Date of Inspection D. System Information (coat:) - Distribution Box(if present must'be opened) (locate on site plan): Depth of liquid level above-outlet invert N/A Comments (note if boz is level and distribution to outlets:equal,any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No box present. Pressure dosed system. " Pump Chamber(locate on site-'plan): Pumps in working order: Z..Yes 0 No* Alarms in working order: Yes 0` No* Comments(note condition of pump'chamber,condition of pumps and appurtenances, etc.) 1000Gal pump chamber in good condition. Tank is clean. Inlet tee in*place. Pump access cover 4" below grade. *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•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts v Title 5 Official lnspection Form Subsurface Sewage-Disposal System Form Not for Voluntary Assessments 100 Cove Ln. Cummaguid', MA 02637 Property Address Janet Smith 13 Battles Rd. Owner Owner's Name information.is 'required for every Westminster MA 01473 _..10/17/2017 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type. _ ❑ leaching pits number: ❑ leaching chambers number: leaching galleries- number: ❑ leaching trenches ' number; length. ® leaching fields .number, dimensions:. 1-26'x26' ❑ ' overflow cesspool' number: K ❑ 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.): Mounded pressure dosed leach field. Stone was probed and found dry. Vegetation"is normal. No sign of overloading or hydraulic failure. Cesspools (cesspool must bepumped 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 ofricial Inspection Form:Subsurface Sewage Disposal System•Page 13-of 17 gL Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for.-Voluntary Assessments °rY 100 Cove Ln. Cummaguid,"MA 02637 Property Address Janet Smith 13 Battles'Rd. Owner Owner's Name information is required for every Westminster MA 01473 10/17/2017 page. ' Citylrown State Zip Code Date,of Inspection D. System Information (cont.) r Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): . • w, 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 Commonwealth of-Massachusetts W Title 5 Official icial Inspection Forte 1 's Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 100 Cove Ln. Cummaguid, MA 02637 Property Address Janet Smith 13 Battles Rd. Owner, Owner's Name information is required for every Westminster MA 01473 10/,17/2017' . 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: 0 hand-sketch in the area.below ® drawing attached separately • t t5ins-3/13 Title 5 Official Inspection form:Subsurface Sewage Disposal System•Page 15 of 17 f Commonwealth of Massachusetts Title 5 ®f f is al, Inspection Form Subsurface Sewage Disposal_System Form-Not for Voluntary Assessments at 100 Cove Ln. Cummaquid, MA 02637 Property Address , Janet Smith 13 Battles Rd. Owner Owner's Name information is Westminster -MA, -, 01473 10/17/2017 required for every W V' page. CitylTown 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: 7.7' feet'. Please indicate all,methods used to determine the high ground water elevation: ® Obtained from system design plans on record i if checked, date of design plan!reviewed; 2004 Date Observed site,(abutting property/observation hole within 150 feet of SAS) 0 'Checked with local Board of Health-explain: 0 Checked with local excavators, installers-(attach documentation) - Accessed IJSGS database-explain: You must describe how you established the high ground water elevation: ; .."Test hole data and engineers certification on file at BOH. Before filing this Inspectl6n.Report, please see Report"Completeness Checklist on next page. t5ine•3/13 • Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 16 of 17 f Commonwealth of Massachusetts x Title 5 ®fficial;Inspectionornn t Subsurface Sewage Disposal System Form - Not for Voluntary Assessments r 100 Cove Ln. Cummaquid, MA 02637 Property Address Janet Smith 13 Battles Rd.: ° Owner Owner's Name ;information is required for every Westminster MA 01473 } 10/17/2017., . . page. Citylrown 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 AII.Systems)completed ® System Information Estimated depth to high'groundwater ® Sketch of Sewage Disposal.Sy stem either drawn on page 15 or attached-in'separate,file t5ins•3/13 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Assessing As-tsullt Lams q Page 1 of 2 TOWN OF BARNSTABLE LOCATION rD� �t(fP' �6� SEWAGE VILLAGE' i• ASSESSOR'S MAP&GOT . a . �..�� rr�l �U 11°� INSTALLER S-NAME&PHONE'NO GtJ )rt SEPTIC TANK CAPACrrY' LEACH IT ING FACII Y:,(type) I� 0TI�J�W9R— C)(size') NO.•OF•BEDROOM' �_ ' BUILDER OR OWNER Wd 1, Ms &Qco .Co. r t - � PERMITDATE: COMPLL4NCE DATE: Separation Distance Between the: Maximum Adjusted Groundwhter-Table to the Bottom of Leaching Facility Feet Private Water Supply Welland 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 I within 300 feet of leaching f`a-ctlity) ��--- Feet Fumished by fa �176kiz£Bf r • a past!; MA 14 • i :S7 F as' 'I7'Sy'.Y9` 8a►' 76' http://www.townofbarnstable.us/Assessing/HMdisplay.asp?mappar=351062&seq 1 10/16/2017 5 � TOWN OF BARNSTABLE x BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date v to Time: 'in Out 1, Owner Tenant �-- Address Address Compliance Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities A celt 4. Water Supply r I'� 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal ®q " 116 17. Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms 72 Number of Vehicles Allowed (max) Number of Persons Allowed(max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here a FORM30 C&W HOBBS&WARREN TM THECOM WEALTH.OFMASSACHUSETTS OARD OF HE � CITY/TOWN W p,n � DEPARTMENT ADDRESS TELEPHONE Address Occupant_ Floor Apartment N No.of Occupants No. of Habitable Roomsj_No.Sleeping Rooms No.dwelling or rooming units No.S ries Name and address of owner �( �_ Remarks Reg. Vio. YARD Out Bld s.: Fences: / Garbage and Rubbish Containers: Drainage Infestation Rats or other: STRUCTURE EXT. Steps,Stairs, Porches: s Dual Egress:and Obst'n.: ❑ B ❑ F ❑ M Doors,Windows: Roof Gutters, Drains: Walls: / Foundation: Chimney: BASEMENT Gen.Sanitation: Dampness: Stairs: Li htin : G. STRUCTURE INT. Hall,Stairway: Obst'n.: Hall, Floor,Wall,Ceiling: Hall Lighting: Hall Windows: HEATING Chimneys: Central ❑ Y ❑ N Equip. Repair TYPE: Stacks, Flues,Vents: PLUMBING: Supply Line: ❑ MS ❑ ST ❑ P Waste Line: H.W.Tanks Safety and Vent(s) ELECTRICAL Panels, Meters,Cir.: ❑ 110 ❑ 220 Fusing,Grnd.: AMP: Gen.Cond. Distrib. Box: Gen. Basement Wiring: DWELLING UNIT Ventil. L to . Outlets Walls Ceils. Wind. Doors Floors Locks Kitchen Bathroom Pantry Den Living Room Bedroom(1). 'U Bedroom 2 Bedroom 3 Bedroom 4 Hot Water Facil. Sup.Ten.,Gas, Oil, Elect.: 5tkks, Flues,Vents,Safeties: Kitchen Facilities Sin' ove Bathing,Toilet Facil. Vent., Plumb.,Sanit'n.: Wash Basin,Shower or Tub: Infestation Rats, Mice, Roaches or Other: Egress Dual and Obst'n: General Building Posted Locks on Doors: ONE OR MORE OF THE VIOLATIONS CHECKED ABOVE IS A CONDITION WHICH MAY MATERIALLY IMPAIR THE HEALTH OR SAFETY AND WELL-BEING OF THE OCCUPANT AS DETERMINED BY 105CMR 410.750 OF THE CODE OR THE AUTHORIZED INSPECTOR.(See Over) "THIS INSPECTION REPORT IS SIGNED AND CERTIFIED UNDER THE AINS AND PENALTIES PERJQ10,­ INSPECTORTOR TITLE DATE ) TIME 1011 P• A.M. THE NEXT SCHEDULED REINSPECTION P.M. 410.750: Conditions Deemed to Endanger or Impair Health or Safety The following conditions, when found to exist in residential premises,shall be deemed conditions which may endanger or impair the health, or safety and well-being of a person or persons occupying the premises. This listing is composed of those items which are deemed to always have the potential to endanger or materially impair the health or safety, and well-being of the occupants or the public. Because Chapter II, 105 CMR 410.100 through 410.620 state minimum requirements of fitness for human habitation, any other violation has the potential to fall within this category in any given specific situation but may not do so in every case and therefore is not included in this listing. Failure to include shall in no way be construed as a determination that other violations or conditions may not be found to fall within this category. Nor shall failure to include affect the duty of the local health official to order repair or correction of such violation(s) pursuant to 105 CMR 410.830 through 410.833 nor shall failure to include affect the legal obligation of the person to whom the order is issued to comply with such order. (A) Failure to provide a supply of water sufficient in quantity, pressure and temperature, both hot and cold, to meet the ordinary needs of the occupant in accordance with 105 CMR 410.180 and 410.190 for a period of 24 hours or longer. (B) Failure to provide heat as required by 105 CMR 410.201 or improper venting or use of a space heater or water heater as prohibited by 105 CMR 410.200(B)and 410.202. (C) Shutoff and/or failure to restore electricity or gas. (D) Failure to provide the.electrical facilities required by 105 CMR 410.250(B), 410.251(A), 410.253 and the lighting in com- mon area required by 105 CMR 410.254. (E) Failure to provide a safe supply of water. (F) Failure to provide a toilet and maintain a sewage disposal system in operable condition as required by 105 CMR 410.150(A)(1)and 410.300. (G) Failure to provide adequate exits, or the obstruction of any exit, passageway or common area caused by any object, including garbage or trash,which prevents egress in case of an emergency 105 CMR 410.450, 410.451 and 410.452. (H) Failure to comply with the security requirements of 105 CMR 410.480(D). (1) Failure to comply with any provisions of 105 CMR 410.600, 410.601 or 410.602 which results in any accumulation of gar- bage, rubbish,filth or other causes of sickness which may provide a food source or harborage for rodents, insects or other pests or otherwise contribute to accidents or to the creation or spread of disease. (J) The presence of leadbased paint on a dwelling or dwelling unit in violation of the Massachusetts Department of Public Health Regulations for Lek'Poisoning Prevention and Control, 105 CMR 460.000. (See M.G.L. c. 111 @@ 190 through 199.) (K) Roof, foundation, or other structural defects that may expose the occupant or anyone else to fire, burns, shock, accident or other dangers or impairment to health or safety. (L) Failure to install electrical, plumbing, heating and gas-burning facilities in accordance with accepted plumbing, heating, gas-fitting and electrical wiring standards or failure to maintain such facilties as are required by 105 CMR 410.351 and 410.352, so as to expose the occupant or anyone else to fire, burns,shock, accident or other danger or impairment to health or safety. (M) Any defect in asbestos material used as insulation or covering on a pipe, boiler or furnace which may result in the release of asbestos dust or which may result,in the release of powdered, crumbled or pulverized asbestos material in violation of 105 CMR 410.353. (N) Failure to provide a smoke detector required by 105 CMR 410.482. (0) Any of the following conditions which remain uncorrected for a period of five or more days following the notice to or knowledge of the owner of said condition or conditions: (1) Lack of a kitchen sink of sufficient size and capacity for washing dishes and kitchen utensils or lack of a stove and oven or any defect that renders either inoperable. (2) Failure to provide a washbasin and shower or bathtub as required in 105 CMR 410.150(A)(2)and 410.150(A)(3)or any defect which renders them inoperable. (3) Any defect in the electrical, plumbing or heating system which makes such system or any part thereof in violation of generally accepted plumbing, heating, gasfitting, or electrical wiring standards that do not create an immediate hazard. (4) Failure to maintain a safe handrail or protective railing for every stairway, porch balcony, roof or similar place as required by 105 CMR 410.503(A)and 410.503(B). (5) Failure to eliminate rodents, cockroaches, insect infestations and other pests as required by 105 CMR 410.550. (P) Any other violation of 105 CMR 410.000 not enumerated in 105 CMR 410.750(A)through (0)shall be deemed to be a con- dition which may endanger or materially impair the health or safety and well-being of an occupant upon the failure of the owner to remedy said condition within the time so ordered by the Board of Health. ' 0(1 2- TROY WILLIAMS L 9 SEPTIC INSPECTIONS a Certified by MA Department of Environmental Protection (508) 385-1300 19 Hummel Drive South Dennis, MA 02660 OMMONWFsAI;`1'II OF MASSACIIUSE"ITS EXECUTIVE OFFICE Or, ENVIRONMF_,NTAI, AFFAIRS I)E1)ARTME;N'1' OF ENVIR0NMENTAL PROTEC'.1'10N TITLF s OFFICIAL INSPECTION FORM -.NOT FOIZ V0L(1NTAIZY ASSESSMENTS SUIISUEZFACC SEWAGE DISPOSALSYS"hEM FORM PART A CE 11TIFICATIOiv 1'ropert+ Address:- 100 Cove Lane .19410 Cummaquid, MA 0"ner's Name: Jeff Krug Owner's Ad(Iresi: P.O.Box 921_, West Barnstable,MA 02668 Q � . I)ate of Inspection: December 19,2006 ; O Narne.of Inspeclor Troy M. Williams Company Name: Troy Williams Septic Inspections \vJ t,,A Mailing Address: 19 Hummel Drive o `' South Dennis,MA 02660 j Telephone Number: (508)385-1300 CERTIFICATION STATEMENT I cerlif)•that I have personally inspected the sewage disposal.systemat this address and that the inforniation,reporied below is true, accurate and complete as of the time`of the inspection Tlie inspection++�sperfonned based on my training and experience in the proper function and maintenance of on site sewage disposal systems. 1 am a DEP appro+cd s)slem inspeclor pursuant to Seclion 15.340 of Title 5(310 CMR 15.000). The sv,,ren)- Passes Conditionalli lasses Needs Further Evaluation b) the Local Approving Authorir) Fails Inspector's Signature: Date: 12. /1-1 a The systern inspector shall.submit a copy of this inspection reporl`to the Approving Authority(Board of I lealth or DEP)within 30 days of completing this inspection` If the,system is a shared systern or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriAte regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable.and the approving authority. {' Notes and Conuncnts Although system meets the minimum requirements set forlh by the Massachusetts Department of Environmental Protection,certification Is not to be construed as a guarantee of future working condition of system,piping or components. This inspection represents the conditions of the system on the Date of Inspection noted above. """This report only describes conditions at the time of inspection and finder the conditions of tine at that time., phis inspection dries not address how the system will Perform in the future under the sane or different conditions of use. Title 5 Inspection Form 6tI5/2000 pace I of II Page 2 0l'1 1 OP ICIM., INSPECTION VORM — ►V(a'1):�VOR 'VOI-JiN'1 ARY ASSLSSMEWI S SUBSURVACl SI:WAGIi� t)rS�'nS�l(..'SYS'1'I�lyl INSPECTION DORM rE�ri'I' A C�?12'X'IIrCA"PION (conlinued) 111-opel-ty Address: 100 Cove Lane Cummaquid,MA (pullet': Jeff Krug 1)ale of luspectiou: December 19,2006 Inspection Siuluuary. Check A,ll,Cl)or li,/ ALWAYS eoir►plete all of Seclion I) A. Syslen► !'asses: N I have not found any iplorlualion which indicates that aliy of the failure criteria described in 310 CM 15.303 or in 310 CMR 15:30,1 exist. Any failure cilleria not evaltialed are indicated below. Conuucnls: . tl. System Cor►ditiotlally Passes: One or more sysickn coluponenis as descrikd io like "Conditional 'ass"section need.lq be re ced or repairer!:The systel11, tkpol'1 Cal 111)let ioll of the Ieplacellletkt or Iepalr, as approved by the floard of l altf►, will pass. Answer yes, flit or nol deterrtiined(Y,N,N1)) iu the fovihe following sla►erncilts. It of title rnliled"please explain. - 1 __The septic tank is tile(it l and over 20 years old* or llle optic tank(whelp metal of not) is structurally unsound, exliibils substantial infiltration or exf titration or lank failure is inln i eot ,System will pass inspection it'lilt existing lank is replacetl Willi a complying septic tank as approved by the ollrtl of l Icalth. *A nielal septic lank will pass inspection it it is sit octurrlly Sound, uol hiking and if a Ccitilicale of Colilpliance indicating that the lank is less than 20 years oltl is available. NO explain: Observalion of sewage backu l or broak-out of , gll static watet Ievcl in flit:distribtiliori box due to broken or obsoucted pipe(s)of dtie to'it Urokenrsettled or till eiil disiribulion box. System will Bass inspection if(wilh approval of Board of health): ' bl0ke11 pe(s)d!'e rL'l)11CCt1 obst' effort is iellitivetl t itibuiioi►box is leveletl or replaced N1)explain: The system requ it pulliping more than d Limes it year title to broken or.obsirucfect pipe(s).The system will , pass inspection if(w' approval of the Boal(l of l leultli): broken pipe(s)at'e relilaceil --obsirticlfon.is reinoveti Np explain: 'age 3 of I 1 Ofi ICIAL INSPI:(:'I'IQN 101 M - N'O)M' I+OR VOLUNTARY ASSESSMENTS SUBSURFACE SI?WAG'E IMPOPSA�� S�S'I.'LNI INSPI?C`I'ION l''OR1VI PAR'V A 01, (cuntinuerl) Properly Address: 100 Cove Lane - Cummaquid,MA Owner: Jeff Krug Dale of Inspection: December 19,2006 C. hurdler Evaluation is Retluired by Ilse 13oa1-t1 of 11c.11111: Condiliolis exist which rcilurre lurlller evalualicin b'y the Board of health in order to deteioline if the systeol is failing to protect public health, safely or the environnienl. 1. SysltAkk will pass Hitless 11uar41 of Ileall11`dplerinines in accortlalice with 310 CM It 15.303(1)(b) that file syslelli is no( fuuctioui.ngiu a luamler whicli will ltrulecl public health,safety and ll►c envir menl: Cesspool or privy is wilbin 50 Ieet of a Sill face wale: Cesspool ur pi ivy is within 50 feel tit a bordering vegelaled wetland or a self marsl 2. System will (ail unless the Board of Ilealtb(al►tl l'ublic Water St plies;it any) deter illilles (Lill the syslcnl is Iuuctidtlirtg ilk it 11IM1110- 111u1 l)rutec(s the public health, '. Ccly and cnvirolrnleltt The systeul has it septic lank and s6 l absorplion syste (SAS)and the SAS is within 100 feet of a self ace walel supply or lribulary lir a surtace water still — I lic syslcnt has it se.plic lank.a.nd SAS and tl SAS is within a Lone I of it public wader supply. "I'hc system has a seplic lank and SA ' nil tllc SAS is within 50 feel'of a private water supply well. _ "I'be system has it septic lank al SAS and the SAS is less than I00"Icel but 50 feet or aline front a private water suplily w11 * scd to delermine dislancee Me )(Ill _ tls system basses it'll: well water atilllysf s;perlurmed at a DEP ceitifiecl laboratory, for coliform bacteria antj yolatile o anic compounds"indicales (gal the well is lice fionrpollilfiol► from that facility and the hreselice of aril 011lil llllrogell alld 111lrale flitiopll is equal to or less than 5 ppin, provided that no other failure crilerlil ' lriggered. A copy of the analysis niilsl he attached to this form. 3. Other Pagl: I ol I I • 0141C1AL INSPECTION ION 14)R /I = NOT VOR VOLUNTARY ASSESSMENTS SU135tJ1Zl�ACI?_StirWAG��. )XSP()SAII.. SYS`I'Llyl INSPECTION l ORM- IlA li`l' A Cl�l1 11It!CA'11ON (cwifinrle(l) 100 Cove Lana Properly Address: Cummaquid,MA - Jeff Krug Oweer: December 19,2006. Date of luspeclioi►: 1). Sysleu► hatlure Criteria applicable 10 all syslcu►s; You lllllsl indicate"yes"of"Ito" lei each of file l'ollowirlg for-ill inspeclions; Yes No Backup of sewage into facility of system component:(Itie to oveiloaded or clogged SAS or cesspa6l -,Z_ Discharge or ponding of effluent to llle surface of the ground or surface waters clue to an overloaded or -- clogged SAS or cesspool Slalic liquid level in(lit distribution box above owlet invert duet to all overhiaded,or clogged SAS or cesspool t _ " ✓ lair oil de cesspool I 1 I th io is less than 6" below iuvcrl ul available volume 1s less than / d low — P �day l Recluile(I IBkjllipillib nlore 4 tim_es„ it1 h_e IIs I Year N�O'.Ldue to clogged ol obstructed pipe(s). Number � of lilrles punrpetl ---' Any poi lion of the SAS, cesspool of privy is below high ground water Olevalioo. Any portion'ol cesspool iii pi ivy is wilbirl 100 Ice( 6f a sill luce.walei supply or uibulaiy to it suilace water supply: .: Any poilioil uf'it cesspool of privy is wilhin'a Lone I ofa public well. — / Any puition of a cesspool of pi ivy is wilbill 50 fuel of a I'll ivale water supply well. Any portion oI fl cesspool of piivy is less Man 100 feet but greater 1bao.50(eel froata priviite wailer supply"well with no acceptable water quality analysis. I'fllis syslelu,passes if like well miler analysis," pei-forn►ed at a 1)41' ccrlified laborafply, for collforn►bacjcria and Malik organic con pounds intlicillcs that like well is free frou►lit►llution fl oi►i that facility ;►1►d..lhc prt eucc of alnnwuia nitrogen and 1011-31"e nitrogen is egrlal to or less lbaii 5.ppu1,provided 111,11 po other failure criteria are IriggerCd. A coI►y of.Ibe aualysls 1►riisl be a1lacbed to this lllrnl.l N0 (Yes/No)The system ails..) have durcrirlllletl Illill olle or 11101"c of tilt: above failure crileria exist as desci ibe(l ill 3 l0 CNI"R l S.3113, Ihcrefuie lllc syslcni fails.The syslenl owner should contact the Board'of Ilcalih to dell;iuliue what will be necessary.to correct the failure. ��:. l.urgl Syslcnls; . 10 be cousideretl a large syslem'tile sysici►► lnusf sel-ve a faciffjy will► a, esign flow of 10,000 6p(I l0 15,000 gpd You rrlust indicate ellller"yes"or"no" to each of tile. fallowing:. (TI1e following criteria ai)ply to large systems in addilion to lilt cril -la above) Yes 110 -- the sysfcn"r is wifllin q(l0.fec1 ofa surface(irilikil wafer supply. the system is within 200 feel of.a uibulary a sulfacc drinking Carter supply _ the system is located in a nitrogen"se ttive area(Inle il►l We11J1ead I'►oliiction Area—1WPA)ur.a mapped Zone II of it public water supply 1 If you have ilnswererl"yes"to any clue 1011 in Section F the system.is considered a significant threat,or at "yes" ill S.ectiorl h above llle large" stern l►as fuiletl..`l'llc owner 01 operator of any large.systern considered a sibnificalit lllreal 1lnclerr Seciiop F ( lajlecl outlet Secji9n.#3 shall nllgrrlllz (liesyslelu i!1 accordance Willi 310 CMIZ 15.304.The sysielll owner slit' (l conl,ic.t the ahlriopt i:tle Al o f#jcz of(!►e pcparltllenl, ' l Page 5,of I 1 OrV1CrA1.. INSPECTION 1()JtM — N(Yf 1i'412 V01-UNIARY ASSESSMENTS SUBSURFACE SE-WAGE I)ISI'QSA1, SYSII'I?lYM 1NSI'LC'1'ION �+012M CI�1�c1cl,rs I� Properly Address: 100 Cove Lane Cummaquid,MA Owner: Jeff Krug Date of lospcctioll; December 19,2006 Check if the fllilowing llavl.' been do11C. Yoll Illllst Indicate"yes"or"no"as to each of lire following: r r Yes No ;L 1'ulnping information was provided by like owner, occupant, bl Board of I Ieallh Wcrc any at'files'ystem cOrnprlilents pumped oil(in like previous two weeks ? _✓ I las till;sys(cill leceived nolnlill flows yf lllc previous Iwo week period '? (lave large vulunles of water beeil inlmtluced to Ihesysleln recently or as part of this Inspection'?, ,/. __ Were as built plans of'lllt:SYSIC111 OblAifitti 411d exillhltled'?.(Iftliey,were not available note as N/A) Was tile facility or dwelling inspected for signs of sewage Back tip") Was Ilse site inspected fi;r signs of.bleak out? Wel-C all system conlponclifs, excluding!lie SAS, located on site ? _ Were llte septic lank manholes uncovered, opened; and the interior of the link inspected for Ibe.contlitioli of file baffles or lees, tnalciial of construction dfmc itsiorls, depth of liquid, delifll,of sludge arlil depth of scum? _ Was file facility owner(and occupants if(lifturllit frinll owuer),provided with inl lrnlatioll on the proper lilaintenalice of subsurface sewage disposal syslellls'l 'file size anal locattyn of the Soil OsorpOtili System(SAS)on file site has been determined based on: Yes ►io Existing illliil alioll. For example,a planat the Boaril of I legllli.' l�elerruined in file field(if arty o f llle latlure ci ileria related to Pa-I C is al issue approximation of distance is ynacceptable) (31(1Clvllt jS.302(3)(h)) "5 Page 6 lift 1 0Il' IC:IAl, INSPII�C`FION FORM -NOT l OR.V()I.,IJN"l'ARV ASSESSMENT'S . SUBSURFACE SLWAGjtC' D1$j"OSAI, SYSTEM INSPECTION PORM SYS'I'II M !NVOI) MATJON Properly Address: 100 Cove Lane Cummaquid,MA Owner: Jeff Krug Date of Inspecliott; December 19,2006 FLOW CON f ATIONS Numbei of hwtlioorus(dcsigu): Ntinrbei.of betlroouts(actual):. 3 DESIGN flow based on 310 CMR 15.203(for example: l IU.gpd x 16 of bed,ritoius): '3u Nurnlwi ofcuiicul icsiticills: 1 _ Does residence; have it garbage grinder(yes or no): N� . Is laundry on it separate sewage system(yes or tio): :[il'yes separate inspei;lion required] Laundry system inspccled(yes or uo): nJ.1-4 Seasonal list: (yes of ito): Walcr oteler readings, if available(Iasi 2 years usage(61x1)) oy-o5 31r--- ow ��<6�n r a) oG' ly,Voo 744Fvys . - - Setup putiip(yes m tio): A!p l_asl dale ofoccupattcy: P", . COMNILIiC'IAI./IN!)L1S'!'RIAL ' Type of cstablishntettl: - ---- -- — Design flow(based on 3'10 CIvIR I5.203): Basis of'designlhHOW(seals/persitus/sgft,etc _- Greasc trill)picscul (yes of oo) - — — -- Industtial wade holding lank pteseot(yes fit Ito): - Notrsanitary waste discharged to the`title S syst (yes or no): Water inctei readings, if available:_ last datc of occupancy/use: -- - O'l'!Il li (describe):- -- ----- (:I'NI'RAL INI"ORMATION , I'untp►tt6 Record's SonrCe nf`Itifnt in;ll Ion �lV_ 2sL. ��� ,,n_ c.✓c..jc. �_U f �rcc..f"'t+- / /��""i / -* - -(- Was system pumped as part M Ilte.iuspccllou(yes of uo): A/J. . II,yes, volume pumped: __6alluus llow was cplantity puinped deli:mmetl'? —__-- -_-- Reasou lie pumping ---- ------------------- - -- _'I.Ypi=Oli SYS'j,je l _ZSeplic tack, dislribulion box, soil a,sorplimi syslelrt� 1"� �� �hw.r..b�✓ _ Single cesspool Overflow cesspool . —Privy ` _Sharcil system(yes of no)(if yes, Attach previous inspection iecoids, il'any) _ lnnovalive/Allcm;tlive lcchtlology. Attach i col y of Ilse current opeiallon and rnaitttenalied contract(lo be obtained fioni syswti)owner) _ I'ighl conk Attach a etipy of the Dr.T approval . Other(describe): Approximate uge of tlll cornpoiteitis,dale installs cl(if k,wwu)alit(source of utlonnation: Were sewage oilitrs detecletl wltef)ari Ivin.g al llle site(yes 0. up): /VO 6 Page 7 of I l OFFICIAL INSI'I C ION liORM =;NO`l' I�OIi V(�r.:�JN'1'Ali�( ASSC�SSIyII N'1'S SUBS1.1R ACE SEWAGE I))POSAL SYSTI-M INSI'ECTION FOIitV1 PART C SWI'l'.IYI INI'ORNIATION (coutiptled) Properly Address. 100 Cove Lane Cummaquid,MA Owner. Jeff Krug Dale of llispectiull: December 19;2006 BUILDING (lactic oil site plan) Depth below guile: _Z f Materials ofconstruction: —Cast.iron .,�'lll t'VC ollle'(explaill): Distance Born private water soppiy well or suction line: — Craullients(on condition of joints, vellilli;, evidence of leakage, etc.): SL P'1'IC TANIC: ✓ (locate oil site plan) Depth below glade: _�-_s._� C �` s r:S�✓s !f) . � Material of coustroction.-v,,'concrele metal libeiglass_l)olyclhyleoe —odler(ex plaill)--- If lank is metal list age: _ Is age coilfiirlled by a Cerlificale of Compliance(yes of lio):_(attach a copy of Dimensions: Sludge depth: Distaiwe fioni lop of sludge'(o bouiii- of duffel tee or bafflc,. ._o�__�—/0��-- Sculn thickness: Distance Iloirl lop of scutli Io lop of oullel Ice or baffle: ° Distance (Yolil bollolll of slallll lo_bntIO111 of nutlet tee of baffle:1_yc' - - low weie Clioicnsidlis dclel:liiined: _..pr�lo. __�_I_'���►:::-- _ _ Ciluoneuls(oil puillping 1"eenlillllelldalions, inlet and.olillel lcc or bathe condition, slroiilual iulegiity; Inlaid levels' as ielated to oullel invert, evidence of leakage,;etc.): v - (11wASE'11'ItAP ^(locate on site plan) Depth below grade: Material of cpustrnClwn':_ cpifcrcle _rllet;ll_lberglass_pl ethylene collier (explain):- — , Scum tbickiless: Dislaoce ti-orn top}lfscurn to top ol'otillet tee or baftl' Distance lioin boltbm ot'scum to botioin of intict (It.baffle: Date of last pumping: Conlnlelits(on pun)ptiig recooinleiidakllol]s, -ct a"'tiiillct tee or Ual'llc conilttiiin structural integrity, liduid levels as related to outlet invert, evidence of le. age,etc.): Page 8 of I l 01,TICIAt, INSPI?CI'MON DORM - NO'M' 1�OI2 VOLUNTARY ASSESSMENTS SUIISIJIWACK SCt WACC, MaMSPOSAI- SYSTEM INSPECTION FORM SYS"ITM INFORMATION (colilitmed) Property Address; 100 Cove Lane Cummaquid,MA Owner: Jeff Krug D:►Ic oC luspection: December 19;.2006 TIGHT ar IIOLDIN(S'TANIC; (lank nu►sl uc punipetj at tine of i►ispeclion)(Incale oil site plan) Depth below grade:---- Malerial of cooslrucliow.—_ concrete_. metal__fiberglass Ayedlylene oll►er(explain): Dimensions: - Capacily: ---- -----gallons Design Flow: — ---- --galliins/day Alarn►present(yes or no): Alarm level:_ Alarm in working or(le yes iii no): Dale of last puu►ping' =— -- Connuenls(condiliou of alaitn and Ow switches, etc.): 111S'l'12111I1'J'ION IiOX:WA (il'-pre ent must �e opcncil)(I�icale�ili site pla►i) Depth of liquid level above oullel invei1: ' Cornrnents(note if box is level and dull ibuliou In n►itlelsf etlnal, any i vidci►ce of solids carryover, any evidence of leakage into or out of box, etc.): �t Lr c S•r_v� f _fJ ti✓ =5'2�/ r--.:.v.:v� c�v� ' ---- --- Pau►I CIIANll11?Ili�/ (locale on site plan) Puir►ps in working order(yes or I►a): 5 Alarms in working order(yes or no): Comments(mole condilion of pump chamber,condlllol►Of pumps and appu►[ei►auces, etc.): i Page 9 of OFFICIAL IINSIII C't'1ON ;i�Otily�- N�)'�' ��n�t YO)I..UN"Y'AIt2Y ASSI�SSMEN`l'S SUBSUR ACI? SEVYAGC IMI"OSAI, SYSUM JNSPte-CTION FORM S'YS'�'I[?lY4 tNt'QM�f1'�t1'!f'InN (continued) Properly Address: 100 Cove'Lane Cummaquid,.MA - (hv�►c, Jeff Krug. Date of Inspection: December-19,2006 SOIL ABSORPTION SYS'1'1?WI (SAS): (jocale op site pliau,excay:►(jgll uol t'equired) If SAS not ltwaled explain why: ryPC _leaching pits, nuniUer: -- leaching chambers, nurnbci: -- _ leaching galleries, number: _leaching trenclies iulnlbei, length leaching fichls, number, dinieuslons'. 1= x�� _k _( ��_l�o r,e �6 3 y ovcrllow Cesspool, nun1twi.: _.innuvatvc/allernaUve Syslcln 'hype/nilllle of lechn.ofogy: COIIIInclas,(nole coodiliou yfsoil, signs ofhyiliaulic failure, level of poudiug,�dallip soil, Condition of vegelalion, - "fsa—AdS2¢,,J ,��c u c LL __�_�__ ,�cs.✓ 1 , .1 r CLSSPOOI..S: (Cesspool rriusl be piurlped as part of iospe:lioli)(hicale Qi ue plan) Number and eot�tiguialiu,i; Depth- top of liiluiil to inlet Irrveil: -- Deplh of solids layer:-__ -- - DcOb of scum layer; -- - Dimensions of eesspool: - Matedals ol'ci�nstruetioii: - _ lnclicalion of growidwilfer ililluw(yes or nib): - - Colnmenls(!.role conclilion ofsoil.signs of IIy ,aulic failure, level of.poiuling, eomlilio l"ol'veg(ttalion; etc.): hIiIVY:. (locate on site plan) Materials of coostiuction: _ _--- - 1]imensious: --CDoepmtmll eonf tsso(note -c-and-lllo-n--of s-iil- ,sigs gf hyrrll -i --e, level of pin-d-in-g- ; con� ilion of vegetatiin,etc.): .-a 9 u Page 10 of OFFICIAL INS!'1!C'I'ION 1,0111VI — NOT FOR 'VO fAJN'1'A11Y ASSESSMENTS SUBSURFACE SE SLwAC.L NISI OS4I. SYS'1'I�M 1NS1 1+C i !ON VOIIIVI 1'A It'I' C S YS'1'I?lYl 1N11OI2[VIATION (continued) ' 100 Cove Lane I'ropertj Address: Cummaquid,MA Jeff Krug Owner: December 19,2006 pule of lnspecliou; SICL I CIt Ole SLWAG, OISI'OSAK..SYSTLem provide a sketch oGllle Sewage dlsposal'system inchiding lies to at least Iwo pCl'Inanew relerence landmaiks or benchmarks. locale all wells wilhiu.100 feet. Locate where lighlic water.supply enters the Uuilcliug. W.. A 3 ' Y Zo ,s � �i 11 i,i.FlHha G k r = gel = D1 ' G 2 3S f ) o' 70 ' . Page I 1 01 1 I r: 01i'VICIAL IN51'LC`l i N FORM — NC)'1, 14)1i O�..UN"1'AIiY ASSI?SjSMt?N"1'S . SUI3SURI�AC1�: S�?WA(yh� 1)MSI'()SAL SYS'1'I?M 1NSPI C ION I?ORIVII .SYSTI�IY( fiNh'�)RIYIA'I'ION (cuntiuried) Properly Address: 100 Cove Lane Cummaquid,MA Owner: Jeff Krug Date of Inspection: December 19,2006 SITE, EXAM Slope Sol-lace wilier Check cellar Shallow wells I'stintaled depth to ground wales 6.5_ Icel Atljuslcd high grountl wilier clevalioti feel Please indicate.(check) all methods I isial to delenuiue the high bruulid wales elevation: ,L Oblaiited lions system design lilails on Iccortl - Ifclleckeil, dale of,design^plan reviewed: it /I c�1p 2 Obseived site(abutling propeily/ubscrveliuu hale Willi in 150 feel.of'SAS); --- __Checked with local Hoard of Ileullh-explain:, ---Checked Willi local excavalois, Inslallcls-(allach doculli'Colaliou) ------- - Accessed IJSC,S (f;tlabase.explatn: 5 0"_;L )L y__1Q- 3 '��j You IIIIIS1 dcsciibe how you eslablishtd the higi! ground ti"Ilcr elevation: ..-_ - .__I.. -._-..lZ ._L! __ L3L`J✓l�.t`itr-L'�'-yam. J-'—'1 ti-1.�.._✓ .s----F CQ ;1- '1]--1�[<._F f r.et G.._ L_�l S: �_ _V.l t �''Z�^.�... _✓_�h�_ A . —L`__� _ --- 'r=11=-..._� s7��'.'_+._ L✓,.i .'c "!�_'+t._r___ tic-.✓ � .�..t J � t+-b_o %tc 'A pro 0R`Y 3.5� C4- A,A;. • ti - - 1.3 ' r _ This feport has peen prepared and the syslem.lnspeclec) as of the dale oI inspection. This report is nql a warranty of gua fantge that the system will!unction Proper'y In the fu�ule. There slave.been no warranties or, guarantees either exQressed written or lmpllad, felating to l�le system, the Inspection and/or this report Pi II } i Perntil Nurirher' ---- - Dale<__LZ�� O Coal Meted I, �' 1IIGII GROUND WA-fEB I-EVEI. COMPUTA-I-IOfy Silk�ocatiun'--- - ---LV —` `* _Lot No. Owner: Address: Address;_ Notes: S-I E`P 1 Measure depth to water table to nearest f/Id It. . ......:.. . ....:... Date l?�l q /� f ` (o S . ....... ....... „oiuh/daYfyea( S FP 2 Using Watet-Level I'lange Zone ertd Index Well Maki locate site and determine: SQwcs�: U�l i Appiopltate ndex well .... ...... ....:..: UWater level rarxge zone . ............................. . .... S I FP 3 Usiny monthly report "Cu,trent Water Resources Conditions" to detetirtine cur{ent depth to . . tl i0� � water Ic.vel for tndex wejl .: ....: . ...:. . ine,nth/Year � STEP '4 Using Table of Water-level Adjustipents for itldex'well (S IHl'-.2A), current depil, to water level for index well.(S(EI' 3). . and water-level zone (SI EI-26.) detertine water level adjusunent : ......... ........... ...... ... ......... ... ...... ............... STEP 5 Estimate depth-to lugll Walet by lracting llle water.." level 40111stment (SI EP 4) froll1 pleasured dePtlt lu water love(of site .......... . .:.:.. ........ ....:... . .. ..::: .......:. ..:..:... .... ,:... ......;...... 15__ 2 k _ y � h TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ®? f9't fK14 U!0 / ASSESSOR'S MAPPi_& LOTJsI' d INSTALLER'S NAME&PHONE NO. � f ��•��� � d?� ?'C SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 6NIMM LO)(size) L�r� NO.OF BEDROOMS BUII.DER OR OWNER F PERMTTDATE: �0/— COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility L4, 0 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) OU A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet Furnished by P.ig6 rr lF�,Vkvo i No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Zigozat 6potem Conotruction Permit Application for a Permit to Construct(Kx)Repair( )Upgrade( )Abandon( ) ®Complete System ❑Individual Components Location Address or Lot No. 1 0 0 Cove Lane Owner's Name,Address and Tel.No. Jeff Krug Cummaquid, MA P:O. Box 921 Assessor's Map/Parcel 351 / 062 West Barnstable, MA (7 7 4 )4 8 7-1 6 0 4 Installer's Name,Address,and Tel.No. (5 0 8 ) 3 6 2—6 3 0 0 Designer's Name,Address and Tel.No. (5 0 8 ) 8 3 3—6 6 0 0 Williams Building Co. , Inc. Horsley & Witten, Inc. P.O.Box 272 90 Rte 6A Sandwich, MA 02563 = =" Type of Building: Dwelling No.of Bedrooms 3 Lot Size 2 A e r P sq.ft. Garbage Grinder Other 'Type of Building No.of Persons. Showers( ) Cafetena( � ) Other Fixtures Design Flow 330 GPD gallons per day. Calculated daily flow gallons: I J. Plan Date 01 /0 7/0 3 Number of sheets 2 Revision Date Title xµ ' Size of Septic Tank __1 5 0 n ra 1 1 nn Type of S.A.S. Description of Soil, PI,PaSP_ SP-P_ nj anS s Nature of Repairs or Alterations(Answer when applicable) k 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 of the, nvi : aW P6de a not to place the system in operation until a Certifi- cate of Compliance has been issued by this e Sig ed - Date 7lRI Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued \ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: { - Yes r PUBLIC HEALTH DIVISION -TOWN DF BARNSTABLE., MASSACHUSETTS Z(Pprication forlDioogal 6wem Construction Permit f Application for a Permit to Construct(x)d Repair('4 )Upgrade( y)Abandon( ) ®Complete System O Individual Components Location Address or Lot No. e1 00 Cove Lane Owner's Name,Address and Tel.No. Jeff Krug 351 / 062 Cummaquid, MA P.O. Box 921 -- r Assessor'sMap/Parcel West Barnstable, MA (774 )487-1 604 - Installer's Name,Address,and Tel.No. (5 0 8 ) 3 6 2—6 3 0 0 Designer's Name,Address and Tel.No. (5 0 8) 8 3 3—6 6 0 0 Williams Building Co. ,Inc. Horsley & Witten, Inc. P.O.Box 272 90 Rte &A Ya mout no t MA 0267:5 Sandwich, MA 02563 Type of Building: Dwelling No.of Bedrooms 3 Lot Size 7 A rn sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers,( ) Cafeteria( ) Other Fixtures Design Flow 330 GPD gallons per day. Calculated daily.flow gallons. Plan Date 01 /0 7/0 3 Number of sheets 2 Revision Date m a Title Size of Septic Tank 1 g n n r_=1 1 an s Type,of S.A.S. a- -- Description of Soil, PT Pa-,P -,eP n1 in.-, 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�of-the Environmen l jbde an not to place the system in operation until a Certifi- cate of Compliance has been issued by this` oar of. eal. Signed ��_ Date 7/bl��� o v APPlication Approvedby - - _ --, - __ =Date 4 4'7 -� Application Disapproved for the following reasons Permit No. � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(: ) Abandoned( )by at ° r n.re- L`,q 3 r,,,r;^r4h has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 00 LI-l l dated I �� r Installer Designer The issuance of thispermit shall not be construed as a guarantee that the system w'll nction as de igned. Date a E� J� — Inspector K- I j I - y No. C %Z 1! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1wioog;al *v$tem Conotruction Permit Permission is hereby granted to Construct O,,Repair( )Upgrade( )Abandon( ) System located at G© CC,J �- : rY1.�t mil' and as described in.the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constructio must be completed within three years of the date of thistles permit Date: /�Y Approved byy1. TOWN OF BARNSTABLE; LOCATION 160 21& �� SEWAGE # 2 Qd q NO VILLAGE ASSESSOR'S MAP &LOT 5 — dd,, INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY — LEACHING FACILITY: (type) "I _(J%W fJ tad ,��(size) ���4� Je 'P NO.OF BEDROOMS e L Co. BUILDER OR OWNER PERMTTDATE: / —�/ COMPLIANCE DATE:_ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility L4. 0 Feet Private Water Supply Well and Leaching Facility (If any wells exist Iq Feet on site or within 200 feet of leaching facility) Edge"of Wetland and Leaching Facility(If any.wetlands exist within 300 feet of leaching facility) a Feet Furnished by s -- OVI ■ [� 5 � .. .. n. er -. rn...r..... .-r.r.—.r.w.. .Ira....s. - .... ...,a. -.-r... -.. .v . .. .. ..� :• ...« +n -.-��4M..•n. Bk 18335 Ps 26 5 . 3 03-19-2004 al 11 % 0fie-CL BOARD OF HEALTH DEED RESTRICTION The undersigned, Jeffrey W. Krug, being the owner of a parcel of land in Barnstable (Cummaquid), Barnstable County, Massachusetts as shown in Plan Book 180 Page 9 and more particularly described in a deed dated January 12, 2004 and recorded at Book 18116 on Page 25 at the Barnstable County Registry of Deeds hereby agrees to a restriction which shall run wit the land referenced herein which limits the number of bedrooms in Sz any house to be constructed on the property to a maximum of three. Witness my hand and seal this > day of March, 2004 Jeff g COMMONWEALTH OF MASSACHUSETTS Barnstable, SS Then personally appeared before me, the above named, Jeffrey W. Krug, and w acknowledged the foregoing, Deed Restriction, to be his free act and deed. o Notary Public My Commission Expires: b . I r` - Town of Barnstable � Board of Health � 2?0°� 200 Main Street, Hyannis.MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 17, 2003 Ms. Ann Bogucki Horsley & Witten, Inc. 90 Rte. 6A Sandwich, MA 02563. M Dear Ms. Bogucki, You are granted several conditional variances on behalf of your client, Jane Tatibouet, to construct an onsite sewage disposal system at 106 Cove Lane, Cummaquid. ' The variances granted are as follows: PART VIII SECTION 1.00: The soil absorption system will be located 75+feet, away from vegetated wetlands on the western side of the lot and 77 ' feet away from wetlands on the easterly side of the lot, in lieu of the 100 feet minimum separation distance required. PART VIII SECTION 9.00: The leaching facility will be installed in an area where there isn't four feet of naturally occurring soil located above the ' groundwater table. Clean fill will be brought-in to construct a mounded soil absorption system. These variances are granted with the followingconditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and ` similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. 'A(2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds BoguckiTatibouet ' C:\Documents and. Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC F4 restricting the property to three (3) bedrooms maxim recorded deed restriction shall be submitted to the Health A copy i. the obtaining a disposal works construction permit: gent prior to (3) The septic system shall be installed in strict acc . engineered plans dated May 19, 2003. ordance with the revised (4) The designing engineer shall supervise the construction sewage disposal system and shall certify in writing to the of the onsith that the system was installed in substantial compliance •Board u Health revised plans p dated with the May submitted Y �9, 2003. omitted .. These variances are. granted because the sever ph ysical si r c e p al restrict Y constraints Y ct t he location of the soil absorption system due to the proximi site the wetlands adjoining the Property on proximity of during Y three sides. Y n de g soil evaluations s• Also soil mottling .was tlm md' observed The proposed mounded septic system appears to groundwr only two feet below grade. J ensure functionality and environmental protection. be engineered properly to a . a Si erely yo Y ayne Miller, M.D. hair n w -o .r . INVG -4o. _•.BoguckiTatibouet - ' 7d N CEIVES DATE: ,. a o .JUN 3 O ZOOS° FEE. D BARNSfABLE, _ MA89. i639 ,0� [RE WN OF BARNSTABLE REC. BY, E -o BuarstablP 3 �SCHED. DATE: Board of Health 200 Main,Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M:S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION ° Property Address: 100 Cove Lane.Cummaquid k r ' Assessor's Map and Parcel Number:-151-062 Size of Lot: 1.98 acres Wetlands Within 300 Ft. Yes X ; Business Name: N/A No Subdivision Name: .N/A APPLICANT'S NAME: Horsley&Witten.Inc. Phone 508-833-6600 - Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME `CONTACT PERSON ` Name: - Jane B. Tatibouet, Trustee Name: ' Ann Bogucki.Horsley&Witten,Inca _ Address: - 3131 Noela Dr-, Honolulu, Hi 98615 Address 90 Rte 6A Sandwich MA 02563 A - P, ,.: .. .�. ..,, 4 :.:.-. �roi-r•.. z ,r--�.e- Arsu..A+'.� �, `a '7 a`� t✓.e�''3^ e-'�n �}�} .":..✓ Yr+K e1-' Phone: 808-923-7002 Phone 508-833-6600 VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed). Part VIII, Section 9.00 (Installation of ^'Indication of high water (mottles)=found at 2 feet below - Onsite Sewage Disposal Systems on " grade in test pit. Will need mounded soil absorption Marginal Lots) s stem. PIr O Y 1- Z<()b io0 cg- tab :.*#c-P S e_o; NATURE OF WORK: House Addition'0❑❑❑❑0. House Renovation EF Repair of Failed Septic System El Checklist(to be completed by ofce staff-person receiving variance request application) _ Four(4)copies of the completed variance request fonri . Four(4)copies of engineered plan submitted.(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restawant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request -, _ •Applicant understands that the abutters must tie.notified by certified mail at least ten days prior to meeting date at applicant's expense v (for Title V and/or local sewage regulation variances only) s Full menu submitted(for grease trap variance requests only) Valiance request application fee collected (no fee for'lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [onlyaf no expansion to the building proposed]) r Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED - Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller;M.D. C:\Documents and'Settings\decollik\Local'Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0C . r Sustainable Environmental Solutjons 90 Route 6A'• Sandwich MA •A2563 t 2004 S P �hor,�tw 5 $8 3 6600 Fax '508 833 3150 www.horsleywrtten coin September.2, 2004 .. _ �V 1 S.10 ;4 l .r • Town'of Barnstable r. Board of Health` 200:Main Street y Hyannis, MA 02601 i, F, Re:\Septic'System at,100 Cove Lane, Cummaquid f , Dear Members of the Board-:' = As the designing"engineer for the septic system constructed at 100:Cove Lane,Cuminaquid,' - Massachusetts, Horsley Witten'Group.certifies that the system was'installed in substantial compliance with'the submitted,-revisedplans for;ths.`p ropertydated may,19','2003 The only-- _ modification noted;was the re routing'of the building sewer to enter the.front:ofahe`house rattier thari'the side of the garage. All other components`were installed as'designed Please,contact us if you require any,additional information: Sincerely; , - 0 HORSLEY WITTEN-GROUP J. � . Ann Bogucki,E. T. A Environmental Engineer ' e r' A_: Sandwich Bch ton c P 'den e i . l 18 z�ilii<tms c c c l i.n�ntayuiii u}t rustatc�e�Icu I €t4a i �?!6�cati�i€ctC r.cc�,. Smart Growth Integrated Water Management wastewater.Management- Stormwater Management_•. civil&Environmental Engineering'-'Wetlands Assessment _ _ Hydrogeology&Water Supply Coastal Management SFte Assessment&Remed{ation` Land Use Planning Graphic Servmes- Education'B:Outrea_ch r 4 "A 0 T ley Witten GTO U PE Sustainable Environmental Solutions 90 Route 6A • Sandwich, MA - 02563 Tel:508-833-6600 - Fex,508-833-3150 • www_horsleywitten.com FACSIMILE C0VER .. SHEET TO: Barnstable Board of Health FAX: 508-790-6304 PHONE: ,508-862-4644 cc: Williams Building Co., 508-362-6320 FROM: Ann Bogucki DATE: Sept. 2, 2004 PAGES: 2 RE: 100 Cove Lane, Cummaquid COMMENTS: Attaclted is our letter certifying the compliance of the septic installation at 100 Cove Lane 7: with tie previously submitted plans. You should receive the signed original tomorrow. Please call us if you have questions. This mi ssage is intended only for the use of the individual or entity to which it is addressed, and may contain informs ion that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this messa6: is not the intended recipient,or the employee or agent responsihle for delivering the message to the intended rccipicn� you are hereby notified that dissemination, distribution or copying of this cormunication is strictly prohibi::d. If you have received this communication in error, please notify us immediately by telephone, and return original message to us at the above address via the U.S.Postal Service, TO[n da02I9 MH OSTC CCS SOS XV3 bT:ST b0/90/60 n Horsley Witten Group Environmental l Sustainable En ronmental Solutions 90 Rout 6A A e Sandwich,M 02563 Phone-508-633.6600 Fax-508-833-3150 wwwhorsleywinsn.com September 2,2004 Town of Barnstable Board of Health 200 Main i Street Hyannis, MA 02601 Re: Sepi is System at 100 Cove Lane,Ctmmaquid �' Dear Me nbers of the Board: As the&signing engineer for the septic system constructed at 190 Cove Lane, Cummaquid, Massach.isetts,Horsley Witten Group certifies that the system was installed in substantial compliance with the submitted revised plans for this property dated May 19, 2003. The only modifica lion noted was the re-touting of the building sewer to epter the front of the house rather than the aide of the garage. All other components were installed as designed. Please contact us if you require any additional information. Sincerel9, HORSL:I;Y WITTEN GROUP a r Ann Bo€uck' E. .T. Envirom nental Engineer Sandwich r . P[rQt co-cunimaqton u trrespondcuccis11 8 v'ilxmg lw:rJ t ea eller. nc 5ma•t Growth • ntearated Worer ttnnagament Waslewamr hhnagement - Stormwater Management - Civd A EnvironmErlal E+,'rrlPbr:nq - Wetlan4!9 Aend Sill-'11r Hvaroaeolo;y 8 WJlar Suooly - Caamul Managemenl • Site A35e53menl S Remedmlion Lund Uao Pkmmng - Grannie Sorv.r.-5 - Ede- 1-011 5 QUtreit:n ZOl ] d2OH9 MH OSTC M SOS XVd tT:ST tO/ZO/60 DATE- FEE: Y ttrwe� 2619. ��� REC. BY Town of Barnstablq CF1ED. DATE Board of Health 200 Main Street, Hyannis MA 02601 Oft"ic;: 508-862-4644 Susan G-Rast,R.S. PAX- 508.790-6304 SumnerKaufinun,M.S.P.Ih 1, Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Prot erty Address:_100 Covc l,anc.Cummaquid Asst ssor's Map and Parcel Number. 351-062 Size of Lot: 1-913 acrcc _ Wet ands Within 300 Ft. Yes X Business Natnc: N/A No Subdivision Name: N/A APPLICANT'S NAME: _ Horsley&WittpnLlnc._,�^ Phone 508- 833 -6600 ,r Did the owner of the property authorize you to represent him or her? Yes X No PRt OPERTY OWNER'S NAME CONTACT PERSON Nante:__ Jane B. Tadbouct. T-n4mze .� Name: Ann 3(2&ucki-Horsley &Witten.Inc. Address:^--313-L gcla Dr__ Honolulu_ 111 99615 Address: 90 Rrc 6A San lwiub MA 02563 Pho le: 9()9-9 3-7002 Phone: 568-813b6.0.0 VAitIANCE FROM REGULATION(Lim Reg) REASON I�OR VARIANCE(May attach if more epaceneeded) Parr VIIL Sggion 1.00 (The 100 Foot Potential buildablee area is less than rim from Rt:&llaiion) delineated etland_ Two WqtIaDds arc on prt r�7- one 25' variance r(ZQucstcd UrQviously. This is request for same variance for second wetland. NA'PURE OF WORK: House Addition ❑❑annn House Renovation ❑ Rcpair of Failed Septic System ❑ Chec kfa(to be cumpleted by nice.staff-pennon receiving variance requesr application) Four(4)copies of the completed variance request form Four(4)copies of eogineered plan submitted(e.g.sgatic syarcm plans) Four(4)topics of labclod dimensional floor pinoe submitted(e.g.house plans or restaurant kitchen plans) _. Signed letter staling that the properly owner authorized you to represent him/her for this request Applicant understands that the abutters muse he notitied by certified mail at least Len clays prior to meeting date at applicant's expense (for Title V and/or lwal sewage regulation variances only) Full menu submincd(forgr=$C trap variancerequcrts only) Variance requtsr application tee collected (no fct for lifeguard ,modification renewals. grease trap variance renewals [same owncr/lcascc only],outside dining variance renewals[Same pwner/leasee only].and varlattccs TO rcpair failed sewage disposal systems (only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to netting date, VAF:IANCE APPROVED Susam G,Rrtsk,R.S.,Chainnon NOT APPROVED Sumner Kaufin3r,M.S.P•H, REA.ION FOR DISAPPROVAL __ Wayne A.Miller,M.D. C:\fiocumencs and 3ettings\dcco11ik\Laca1 Settings\Temporary Internet Fi1es\0LKFB\vARIREQ.110C i CO In u911TA V -SaTSJOH i 02TC CC8 902 XYd tC:fT CO/CT/20 -I SITE t DATE: FEE IAHN@lA81i . s6Jg. REC. BY y� Town of Barnstable,,.,,. DATE ]hoard of Health 200 Main Street,llyannis MA 02601 Otl-cc: 508-862-4644 Susan G.Rask,R.S. FA t; 508-790.6304 Sunmer Kauf nan.M.S.P.H. Wayne A Miller,M.D. 4 VARIANCE REQUEST FORM 64 U:ICATION �.l Pro iperty Address:_-100 Cove Lane.Cummaggid l As iessor p 's Ma and Parcel Number:_3.51=02_ Size of Lot:_1_9R acres � f t Wctlands Within 300 Ft. Yes X Business Name: N/A No Subdivision Name: N/A lAF PLICANT'S NAME: Horsley&Witten-Inc. Phone 508-833 -6600 Diu I the owner of the property authorize you to represent him or her? Yes X No i PPOPERTY OWNER'S NAME CONTACT'PERSON Niime: Jane B. Tatibouct, Trustee Name:, Ann Boeucki.11orslgy- Wittgn_Inc. Ad cress: I31 N�tla Dr_ Honolulu HT 99615 Address: 90 Rte6A _Sandwich MA 07S63 ` Phi ine: 808-923-7002 Phone:_ 5OH-833-6600 ^ VARIANCE FROM REGULATION(t.istReg.) _ REASON FOR VARIANCE(May aruch if more space needed) Part VM, Section 9.00 (installation_of Indication of high xidcr (madligs) b2und at 2 feet below Q2tiitg Sewa e_Dispostal_Systcros on grade in test nit. Will need mounded soil I&Mfign _ M,Irainal_l.oti sYsem. - NCI TORE OF WORK: liouse Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System ❑ f l Q&W(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance requesi ftnn — Four(4)copies of engioeered plan submitted(e.g.septic bWtem plats) ( Four(4)copies of labeled dimewitmal flan plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant undcrmands that the abutters must be notified by certified mail at least ten days prior to meeting dale at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance requaat application fee collected (nu fee for lifeguard modification renewals, grease trap variance renewals [same owner/Icasce onlyl,outside dining variance raiewals[same owner/lessee only),and varianccc to repair failed sewage disposal system r [only if no expansion to the building propasod]) i variance request submitted at least 15 days prior to meeting dale VALIANCE APPROVED Susan G.Rask R.S.-Chairman NO"APPROVED Sumncr Kaufinan.M.S.P.14. k, It&�SON FOR DISAPPROVAL Wayne A.Miller,M.D, FFF C:\)ocumente and Settings\decollik\Local Settings\Ternporary internet F11e8\0LXF9\VARTRFQ-D0C y01n u922TA t8 S9TSJOg OSTC CC8 SOS XVd VC:tT CO/CT/SO 1 'i FACSIMILE COVER SHEET a T , Horsley & Witten, Inc. e Environmental Services I Sextant Hill Telephone:508-833-6600 V 30 Route 6A Facsimile:508-833-3150 Sandwich, MA 02563 8 �I r0: Town of Barnstable Board of Health =AX # : 506 790 6304 a =ROM: Ann Boguckl DATE: May 13, 2003 PAGES: 3 f; . S �.OMMENTS: I� ,attached are variance requests for a property whose hearing has been l,.ontinued from April 15. These are new variances, but the project is already on file. The variance fees and updated plans will be sent to your office later in the week. -thanks for your help. 1 _ i• - I. 1 t r 'i 'I his message is intended only for the use of the IndNldual or entity to which it is addressed,and may contain information Mat Is orlvlleged. c)nfldential and exempt from disclosure under aDDlicable law. If the reader of this message is not the intended recipient,or the employee or a gent responsible for delivering the message to the Intended recipient,you are hereby notified that any dissemination.distribution or copying c:this communication is 5tricty Drohiblted. II you have received this communication in error,please notify us immedlalely by telephone.and n Rurn the original message to us at the above address via the U.S.Postal Service. t� :r i TOE u911TA V SaISJOH OSTC M 90S XYd tC:tT CO/CT/SO ih May 21, 2003 Via Facsimile Town of Barnstable Board of Health Town Office Building 200 Main Street Hyannis, MA 02601 Re: Request to Continue Scheduled Hearing Variance Request—Tatibouet Property 100 Cove Lane, Cummaquid,Massachusetts (Assessor's Reference: Map 351, Parcel 062) Dear Board Members: On behalf of the applicant, Jane B. Tatibouet, Trustee, Horsley & Witten, Inc. requests that you reschedule the May 27, 2003, continued public hearing for the referenced project (agenda item No. IIIA) to June 17. Variance fees and copies of plans depicting project revisions and the plan edits that you requested on April 15 will be delivered to you no later than June 10. Please contact Ann Bogucki or Michael Ball at 508-833-6600, if you have any questions regarding this request or if you cannot grant this request. Sincerely, HORSLEY & WITTEN, INC. Ann Bogucki Environmental Engineer i goo u911TM V B9T910H OSTC M 80S Xv3 ST:TT CO/TZ/SO r , DATE: 1 ' REC. BY �It—AA a Town ®f arnstables CIiBD. DATE Board of Health 200 Main Street,Hyannis MA 02601 Office: 50:462-46a4 Susan G.Rask,R.S. FAX: 501-790.6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller.M.D. VARIANCE REQUEST FORM LAT[ON Plerty Address: 1 OU r-nvp T.anp, ('_ummacEu i d Assessor s Map and Parcel Number. 3 51 j 0 6 2 Size of Lot: 1 ,9!� a r res W land! Within 300 Ft. Yes x Business Name: N/A No Subdivision Name: NTA AP LIC ANTIS NAM E: Har-slag R Witten, Tn,!!— Phone sng_g33_(bnn Dic the t:Wrier of the property authorize you to represent him or her? Yes -x— No PR PEIILTV OWNER'S NAME CONTACTPERSON Na e:,"ane $_ Tatihouet.,- i-rustee Name: Ann Rng tr•k HoTG1p Witten Ad ress: 31 31 No e l a D r_ f Honol l u HT Address: q 9 R}e65A, Sandw-r--h N-4 02563 9861.5 Ph nc: _ 808-923—inn- Phone: 50RR--R33 Gana VARI ICE FROM REGULATION(Lis,Res.) REASON_P—QR VARIANCE(May attach if more space needed) depth below gratind. NATUR E OF WORK: House Addition 000006 House Renovation O Repair of Failed Septic System ❑ hr.IJiar to be completed by,ufflce szzi f-person receiving variance mques+application) _ Four(4)copies of the completed variance request form _ Four(4)copies ofenginecred plan submitted 1c.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed lettn crating that the property owner authorized you to represrnt him/her for this request _ Applicant understands that the abutters must be notified by certified mail at leaat ten days prior to meeting date at applicant's ezpmw (for Title V and/or local sewage regulation variances only) _ full menu submitted(for grease trap variance requests only) _ Variance request application fee collected (no fie for lifeguard modification rene"is, grease trap variance renewals [same ownoNleasee only],outside dining variance renewals[same owner/lessee only].and variances to repair failed sewage disposal systems [only if no czpmuion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARLAN(:E APPROVED Susan G.Rask,RS.,Chairman NOT APPI:OV ED Sumner Kaufman.MS.P.H. REASON :OR DISAPPROVAL Wayne A.Miller,M.D. C:\Docu:ients and settings\decollik\Local settings\Temporary Internet Filet\oLKFH\VARlREQ.DOC ZO[n u911TM V B919aoH OSTC CES SOS XV3 TT:9T CO/TO/t0 /t I ' { FACSIMILE COVER SHEET Hor<ley & Witten, Inc. Environmental Services • Sextant Hill Telephone:508-833-6600 90 Route 6A Facsimile:508-833-3150 Sandwich, MA 02563 R', - li.�i ��;:drl6.sk; TO: Town of Barnstable Board of Health FAX # : 508 790 6304 FROM: Ann Bogucki DATf_: April 1, 2003 PAGES: 2 r f CON,MENTS: Attached is a variance request for a property whosehearing has been cont6 cued from January 21, This is a new variance, but the project is . already on file. The variance fee and updated plans will be sent to your office tomorrow. Thar ks for your help! - This Mai sage Is Intended only for the use of the individual or entity to which it is addressed,and may contain Information that is privileged, confldernl at and exempt from disclosure under applicable law. 9 the reader of this message is not the intended recipient,or the employee or agent re ponsble for delivering the message to the intended recipient,you are hereby notified that any dissemination.distribution or copying of this co.mmunleation Is strictly prohibited. It you have received this communication in error.please notify us immediately by telephone,and return thi odglnal message to us at the above address vie the U.S.Postal Sorvlce. To z u211TA V &919JOH OSTC M 90S %Y3 bT:9T CO/TO/b0 4a Q-V April 1, 2003 Barnstable Board of Health Horsley&Witten,Inc. Town Office Building 200 Main Street • 90 Route sA Hyannis, MA 026,01 Sandwich,MA Re: Site Plans for Residence With Septic System 02563 100 Cove Lane, Cummaquid, Massachusetts Phone•50.8.833.6600 Assessor's Reference: Ma 351 Parcel 062 � P � ) Fax 508.833.3150 www.ho�s�eywitten.con, Dear'Members of the Barnstable Board of Health:. - Please find enclosed four copies of the engineering drawings for the property referenced above. The drawings incorporate changes and additions requested by the Board during our last presentation on January 21, 2003, as_well as substantial changes to site layout. Changes and additions include:,- I. Reposition wetland buffer.zone boundaries to more accurately,represent setback distances 2. Change sizes and positions of house and garage 3: Change size and location of soil absorption system 4. Change locations of septic tank and pump chamber 5. Increase length of retaining wall 6. Change driveway location to preserve native tree species i 7. Replace existing culvert 8. Locate existing and show. proposed water lines These.copies are sent for your review prior to our presentation to the Board on April 15, 2003. "We.are also enclosing four copies of the Commonwealth of Massachusetts Soil Evaluator Form, which includes all test pit logs. On March 25, 20031 the Barnstable Conservation Commission approved this j project. We attached for your review a copy of the revised plan description letter that we submitted to the Commission on March 19 with the site plan. This letter explains how the proposed project changed since our last meeting.with i you. E Barnstable Conservation Commission April_ 1, 2003 Page 2 ` Thank you for your consideration: If you have any questions and/or require additional information, please contact Mike Ball.or Ann Bogucki at 508-833- . 6600. Sincerely, HORSLEY & WITTEN, INC. j Ann Bogucki Environmental Engineer. Enclosure C: Jane B. Tatibouet(Applicant) I Sheila Bearse ; i j - . 7 Horsley&Witten,Inc. March 19,2003 Barnstable Conservation Commission Town Office Building Horsley&Witten,Inc. 200 Main Street Hyannis,MA 02601 90 Route 6A Re: Revised Plan for Notice of Intent—DEP File SE3-4073 Sandwich,MA Applicant: Jane B.Tatibouet,Trustee 02563 100 Cove Lane, Cummaquid,Massachusetts (Assessor's Reference: Map 351,Parcel 062) Phone•.508.833.6600 Fax•508.833.3150 Dear Members of the Barnstable Conservation Commission: wwahorsleywitten.com On behalf of the applicant,Jane B.Tatibouet,Trustee,Horsley&Witten,Inc. is pleased to submit nine(9)copies of a revised site plan(sheet C-1)that illustrates a proposed single-family residence project at 100 Cove Lane inCummaquid. At the February 11, 2003,public hearing we presented a portion of a draft revised site plan, now finalized,that depicted(1)a revised limit of work, (2)a revised footprint fora four-bedroom residence,and(3)the footprint of a re-sized'Title 5 sewage disposal . system. At this time,we are finalizing the revisions to the two additional drawings (sheets S-1 and S-2)that detail the on-site sewage disposal system. These same drawings will be submitted to the Barnstable Board of Health on or before March 31 i One of these drawings includes the proposed floor plan for the residence. We intend to provide these two additional drawings to you on or before March 25. The applicant is seeking approval from both the Board of Health and the Conservation Commission (the Commission) to construct a residence with on-site sewage disposal, system; however, the applicant does not herself intend to build on this parcel', but will sell the lot upon receiving confirmation that permits to construct a residence are , obtainable for this property. For this reason, the applicant has not included architectural four-side elevation drawings and certain other details that may need to be, provided.by the parcel's future owner(s). We believe that we halve'provided the necessary details pertaining to the proposed project in order for the Commission to review and approve the project under the regulations of both the Massachusetts Wetlands Protection Act (M.G.L. c: 131, § 40, or MWPA) and the Barnstable Wetlands Protection Bylaw(Article 27). Please review the'information provided below, which details originally proposed and` revised project elements and includes infonnation requested by the Commission at the first public hearing for this project. We have provided these details and this I nformation in order to.demonstrate that the project meets all performance standards for the wetland resource areas that are in the vicinity of the proposed work. These resource areas include Bordering Vegetated Wetland (310 CMR 10.55, or BVW) and Inland Bank(310 CMR 10.54), which are both associated with a single, man-made drainage channel.that parallels the margin of Cove Road. This channel meets the regulatory definition of intermittent stream(310 CMR 10.04). Because the project ' meets all performance standards for each resource area, we believe that fhe project ` >. .protects the interests of the MWPA as well,as the interests protected under the Town's local wetlands protection bylaw. .x.. s n. Barnstable Conservation Commission March 19,2003 Page 2 Revised Limit of Work and Re-sized Sewage Disposal System. The original site plan submitted with the applicant's Notice of Intent incorrectly. depicted the 50-foot,buffer zone limit to a BVW boundary as well,as a boundary 75 feet from this boundary due to an AutoCAD drawing error, which we were not initially aware of. We correctly redrew the 50-foot and 75-foot offsets and determined that there was a larger area available in which to locate a four-bedroom residence and septic system. We used the 75400t resource area boundary offsets to create a polygon in which to locate septic system components(i.e., mounded soil absorption system, 1,000-gallon. pump chamber, and 1.,500-gallon septic tank). We designed the septic system to meet the regulatory requirements of Subsurface Disposal of Sanitary Sewage(310 CMR 15.000,or Title 5).. Because this septic system complies with Title 5,the system is presumed to contribute to the protection of the eight interests identified in the MWPA (310 CMR 10.02). In January 2003,the applicant requested from the Board of Health a variance from the One Hundred(100)Feet Set Back Regulation (Part VIII, Sec. 1.00)under the Town of Barnstable Board of Health Regulations. Due to the proximity of the three wetland resource area boundaries�to each other and to.the property boundaries, it was not possible to locate any septic system component, for a system of any size, 100 feet from the resource area boundaries in order to meet more stringent local Board of Health requirements. I The proposed septic system components are at a minimum distance of 75 feet from all resource area boundaries. The Barnstable Board of Health asserted at their January 21, 2002,public hearing that,while they are willing to grant the applicant's variance request, they will hold a continued hearing, consider revised plans, and approve the variance request following Conservation Commission approval of the project. The continued public hearing before the Board of Health is scheduled for April 1.5, 2003. Proposed Four-Bedroom Residence and Two-Vehicle Garage As described above„we determined that the area on the-property outside of the 75-foot. resource area boundary offset is large enough to accommodate a Title 5 septic system suitable for a four-bedroom house. For this reason,the applicant has chosen to propose a modest residence of this size and not a three-bedroom residence as originally proposed. This revised plan also includes the construction of a garage large enough for two vehicles. No basement is proposed at this time. 10-feet Structure Set-back Provided from Limit of Work The area defined by the revised 50-foot buffer zone boundary allows for a house footprint position that maintains approximately 10 feet of space between the limits of work and the proposed structure. We understand that this 10-foot separation is a condition typically required by the Conservation Commission,particularly for projects j whose proposed.limits of work closely parallel the limit of the 50-foot buffer zone. I Horsley&Witten,Inc. i:':2118'rat11)ouef-,,Notice of 1ntent\Cor..eesp\;Rvsd Plan submittal Cvr.l_tr 031903.d.oc _ tw. Barnstable Conservation Commission March 19,2003 Page 3 Landscape Features and Split-Rail Fence to Define Permanent Limit of 50' Buffer A split-rail fence is proposed along approximately 245 feet of the limit of work in order ! to define a permanent.boundary between the 50-foot wide vegetated buffer strip and areas available for proposed construction and landscaping. We suggest that the Commission require the fence be installed at the same time that the erosion and ! sedimentation control barrier is established and not following construction of the residence, septic system, and driveway. The erosion and sedimentation control barrier will consist of staked hay bales backed by staked siltation fencing. The split-rail fence will be installed behind(i.e., on the wetland resource area side of)this barrier: i The amount of available space on the parcel for landscaping amenities is limited. Landscaping atop the soil absorption system(SAS)mound will consist of lawn and i possibly perimeter planting beds for herbaceous and shallow-rooting.woody plants. Deeply rooting woody vegetation will not be planted on top of the SAS as per Title 5 regulations. The retaining wall for the SAS mound will be constructed using Versalok blocks and have a total length of approximately 325 feet..A waterproof liner will be installed behind this wall as per the Title 5 regulations. In locations along the limit of . work adjacent to the proposed retaining wall where no split rail fence_ is shown,natural ! woody vegetation will be allowed to grow up to the face of the wall. I Removal of Existing Concrete Foundation An existing concrete foundation located within the footprint of the proposed soil absorption system mound will be`removed. This feature was likely the foundation of. an agricultural building or animal shelter that.was used when this parcel was used for grazing pasture or other agricultural use.. This foundation must be removed in order to construct the mounded soil absorption system. s Driveway and Parking Area to be of a Pervious Material ;. The Notice of Intent originally proposed a paved driveway and parking area. The revised plan will install a surface consisting of either pea stone, crushed stone, or, ! crushed shell. These types of driveway surfaces typically increase stormwater.. j infiltration somewhat and reduce the amount of stormwater sheet flow off of driveways. For this project, this feature will mean less run-off entering the vegetated bank buffer.zone or the channel itself, and will therefore contribute to certain MWPA interests, including protection of groundwater supply,prevention of pollution, protection of land containing shellfish, and protection of fisheries. Culvert Replacement and Driveway Placement to Reduce Impact to Native.Trees The proposed driveway will provide vehicle access from Cove Lane to the residence. This access must cross the existing drainage channel that parallels Cove Lane along the length of the Parcel's road frontage. There is an existing channel crossing;formerly used as a farm animal crossing,consisting of a buried, one-fool diameter, 1246ot long clay pipe. This conduit must be replaced in order to accommodate vehicle access. The. replacement culvert will be a 21-foot long, l5-inch diameter, corrugated metal pipe.` . . The slightly larger culvert diameter will reduce the potential for blockages that appears ` to.currently exist and should satisfy an abutter's expressed concern regarding maintenance of unrestricted flow within the channel during significant storm events Horsley&Witten, Inc. t:`?l l$TaUhouat;notice of lnteiitlCarresp';Itv.sd Plan Subniitial Cvr I 1T 0319t)3.dac. ` Barnstable Conservation Commission March 19 2003 Page 4 i and periods of elevated water levels within the and located a few hundred feet P P upstream. j The proposed driveway width is approximately 11 feet(minimum) and the:width of the j work limit to accommodate driveway construction is approximately 15 to 20 feet. Split-rail fence will be installed along both margins of the driveway and.will allow enough room to plant a narrow grass strip or other landscaping amenities between the fence and the driveway margin. The location of the replacement culvert and the footprint of the proposed driveway have been adjusted slightly from what was originally submitted. The.purpose of these adjustments is to protect two relatively large black cherry trees(Prunus serotina)from being removed(see tree locations identified on the site plan). One tree is located on the . western stream bank very near the southwest end of the existing culvert. We do not expect that this tree will be disturbed during culvert removal and bank restoration work. However,we located the replacement culvert approximately eight to ten feet downstream in order to reduce the likelihood that the culvert installation work would disturb this particular tree: The second black cherry tree is a larger,multi-trunk tree located approximately 25 feet landward of the stream bank. A relatively large Norway maple(Ater platanoides) is also located near the existing crossing(see tree locations depicted on site plan) approximately 22 feet from the bank. The proposed driveway location allows approximately 15 feet between.the cherry tree and the driveway margin. We believe that the most appropriate proposal is to adjust the driveway location in this manner in order to protect the large cherry trees,which are native species, and.to propose removal of the Norway maple, which is a non-native invasive species. Bank Creation and Stabilization as part or Culvert Replacement The proposed culvert replacement will include the creation of approximately 10 feet of j stream channel and associated Inland Bank, which equals a total of approximately 20 linear feet of stream embankment. This channel and bank creation will be located upstream of the new culvert within the footprint of the existing crossing. The new. portion of the channel will be formed to match the existing-undisturbed bank topography of the channel. The primary purpose of the channel and bank creation is to replace a portion of the total length of embankment lost during culvert replacement. In order to effectively stabilize the created stream bank,a combination of erosion- control fabric,riprap, crushed stone, and woody plants will be installed within the channel and on both embankments. Please refer to the site plan; which details the Proposed culvert replacement and bank creation. We recommend that the culvert removal and replacement as well as the bank creation and stabilization work occur during September and/or October. This period of the year is when groundwater and water levels in the pond upstream are typically at their lowest annual elevations and when there is typically no surface water flow within this particular channel. The woody plant species that we chose to plant on the stream embankments include sand bar willow(Salix exigua),red-osier dogwood(Corpus sericea); arrowwood (Viburnum dentatum),and gray dogwood(Corpus racemosa). Sand bar willow and red-osier dogwood are species that are typically used in erosion control and bank Horsley&Witten,Inc. J:`:�11$"I:atibouei' otice of 1.ntent`.Gorresp:Rvsd Plan Submittal Cvr Ltr 031903.doc Barnstable Conservation Commission March 19,2003 Page 5 stabilization projects on or along stream and pond margins. According to a New England Wetland Plants,Inc. (NEWP)plant guide,red-osier dogwood is a rapidly growing, spreading shrub that is considered good for stream bank stabilization. The NEWT guide also states that the Natural Resource.Conservation Service considers sand bar willow to be an excellent species for stream bank restoration and erosion control, A total of 24 shrubs will be planted(12 along each embankment) at a planting. distribution of approximately 18 inches on center. The.height of the plants at purchase will be 18 to 24 inches(or as available). Sand bar willow and red-osier dogwoodmill be planted on the embankment at and above the approximate mean annual flood level. The arrowwood and gray dogwood will be planted along the top of the embankment just landward of the willow and red-osier dogwood plantings. All shrubs will be planted through the sheet(s)of biodegradable erosion control fabric/netting,which will be laid across the channel and up both embankments. No soil amendments such as fertilizers will be used during the plant installations. Following the planting,we suggest that the Commission include as part of any permit conditions that(1)the bank plantings be maintained and monitored for a minimum of two,growing seasons, and(2)plants that die during the monitoring period be replaced. . We believe that the proposed culvert replacement along with the bank creation and . stabilization will contribute to the prevention of pollution,protection of fisheries; protection of wildlife habitat, and protection of land containing shellfish. Horsley& Witten recommends that if the Commission approves this project and issues an Order of Conditions;that the Order includes a condition that a wetlands ecologist/biologist or other qualified professional monitor the bank creation and stabilization procedure. John Riordan,Professional Engineer, sealed the two (2)plans that we submitted with this letter to the Commission office. The seven (7) additional required copies sent to each Commissioner were not stamped,but are identical to.the sealed copies. If you determine that either this letter or the attached site plan do not provide information that you require in order to complete your review this project, please do not hesitate to contact me. I can be reached by phone at (508) 833-6600 extension 105., or by email at mball@horsleywitten.com. We would be eager to provide you with any additional information before or at the March 25 continued publichearing. Sincerely, HORSLEY &WITTEN,.INC'. l�. Michael Ball` '- Wetlands Biologist Wetlands and Watersheds Division r Enclosures cc: Jane B.Tatibouet,Trustee—Applicant r DEP Southeast Regional Office Paul Revere, III, Esquire-Abutter Representative Horsley&Witten,Inc. J.':'_118 Tatibc�u�t otic,e of Intent?Cot resp\:Rvsd1?tan St•�bmittal C.`vr.lar 03 1903•doc F t rp� I DATE: FEE: i aaxtvsrnat e j MASS. 163p `0� j REC. BY Town of Barnstable CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 V Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REOUEST FORM LOCATION Property Address: 100 rc)ve T,ane,, cummacluid Assessor's Map and Parcel Number: 3 51 1062 Size of Lot: 1 9 fi a Grp g Wetlands Within 300 Ft. Yes x Business Name: N/A' No Subdivision Name: N/ APPLICANT'S NAME: Hnrs1 P� R Witten , Tnr- Phone Did the owner of the property authorize you to represent him or her? Yes -_�— No. PROPERTY OWNER'S NAME CONTACT PERSON Name: Jane B. TatiboLet, trustee Name: Ann Ragurkiy Hnrclav & Witten Address: 3131 Noela Dr'_ , Honol ul u., HT Address: 9() R.te 6A,—San h MA 02563 98615 Phone: =9 2 n n Phone: 5 08833 (w o VARIANCE FROM REGULATION(List Reg)' REASON.FOR VARIANCE.(Mav attach if more space needed) Title 5 Tanks—are—iaere ateeessrbl@tee . ainten --_ Other possible l oeati.On -3=equires variance from maxw- 3 foot NATURE OF WORK: House Addition ❑00000 House Renovation ❑ Repair of Failed Septic System Clrec•kli.s (to he completed by office staff-person receiving variance request applica{ion) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap.variance requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals ['same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems P [only if no expansion to the building proposed])_ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman _.NOT APPROVED: Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC FORM 11 - SOIL EVALUATOR FORM Page 1 of 10 No. 2118 Date: 04-Feb-03. Commonwealth of Massachusetts Barnstable, Massachusetts. Soil Suitability Assessment for On-site Sewage Disposal Performed By: Joe Henderson, Horsley& Witten, Inc. Date: 19-Nov-02 Witnessed By: David Stanton, Barnstable BOH . Location Address or Owner's Name, Address& Jane B. Tatibouet, trustee Lot#: 351-062 Phone No. 4240 Route 6A 100 Cove Lane Cummaquid, MA Cummaquid, MA 508-209-9002 New Construction Q Repair Office Review a� Published Soil Survey Available: Noo Yes , Barnstable, Map 15 ` Year Published 1993 Publication Scale 1:20000 Soil Map Unit Blb Drainage Class Hood.well-drained Soil Limitations Severe: wetness, percs slowly Surficial Geologic Report Available:. No Yes Year Published Publication Scale Geologic Material (Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No . Yes 0 Within 500 year flood boundary No Yes Within 100 year flood boundary No .Yes Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS), Month. Nov-02 Range : Above Normal Normal Below Normal Other References Reviewed:"r FORM 11-SOIL EVALUATOR FORM Page 2 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On-site Review Deep Hole Number TP-1 Date: 10118102 Time: 13:20 Weather Sunny 60s Location (identify on site plan) Land Use Wooded Slope (%) 0-3% Surface Stones None Vegetation" Grass, few large trees nearby Landform Hillside Position on landscape(sketch on the back) Distances from: OpenWater Body 100+feet . Drainage way 100+feet Possible Wet Area 75 feet Property Line 30+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Redoximorphic (Structure,Stones,Boulders,Consistency,% Inches Soil Horizon (USDA) (Munsell) Features Gravel) 0"- 12" A sandy loam 10YR 312 12"-36" B siltyclayloam 2.5Y 5/6 36"-120" C silt loam 10YR 612 36", 15% subangular blocky, firm 2.5Y 8/1 mottling not considered to be 7.5YR 718 indicative of water table Parent Material(geologic) glacial lake sediments Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: None observed Estimated Seasonal High Ground Water: 36"(mottling) FORM 11 -SOIL EVALUATOR FORM :. Page 3 of 10 1 . Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On site Review Deep Hole Number TP-2 Date: 10/18102 Time: 1430 Weather Sunny 60s Location(identify on site plan) Land Use Wooded Slope (%) 0-3% Surface Stones None Vegetation Sparsely wooded with dense understory Landform Hillside Position on landscape(sketch on the back) Distances from: 4 OpenWater Body . 100+feet Drainage way r 80+feet Possible Wet Area 75+feet Property Line 30+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Redoximorphic (Structure,Stones,Boulders,Consistency,% Inches Soil Horizon (USDA) (Munsell) Features Gravel) A sandy loam 10YR 3/3 fine sandy loam . 9"-27" 8 sandy loam. 2.5.Y 5/4 fine sandy loam, very silty 27"-70" C1 loamy sand 10YR 5/4 45", 20% fine loamy sand 10YR 5/6 6"thick layer of cobbles and stones at 60" 10YR 6/3 70"-132" C2 loamy sand 10YR 5/8 some gravel and cobbles some small areas of Mn staining between 70"and 120" Parent Material(geologic) glacial lake sediments,outwash Depth to Bedrock: >132" 'Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: None observed Estimated Seasonal High Ground Water: 45"(mottling) FORM 11-SOIL EVALUATOR FORM Page 4 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On-site Review Deep Hole Number .TP-3 Date: 1011812002 Time: 10:30 a.m. Weather Cloudy 60's Location (identify on site plan) Land Use Wooded Slope(%) 0-3% Surface Stones Few Vegetation Sparsely wooded with dense understory Landform Hillside Position on landscape(sketch on the back) Distances from: OpenWater Body 100+feet Drainage way 60+feet Possible Wet Area 50+feet Property Line 80+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Redoximorphic (Structure,Stones,Boulders,Consistency,% Inches Soil Horizon (USDA) (Munsell) Features Gravel) 36"-0" Fill some large boulders 0" -8" A sandy loam .5YR 2.51 high organic content 8"- 12" B sandy loam 7.5 YR 416 12" - 84" C1 loamy sand 7.5YR 416 very firm in place at 24"some sand layers 2.5Y 616 84", 3-5% 84" - 144" C2 silty clay 2.5Y 612 2.5Y 7/1 some large boulders loam 2.5YR 4/8 Parent Material(geologic) glacial lake sediments Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: None observed Estimated Seasonal High Ground Water: 84"(mottling) FORM 11-SOIL EVALUATOR FORM Page 5.of 10. Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On-site Review Deep Hole Number TP-4 Date: 10118102 Time: 1645 Weather Sunny 60s Location(identify on site plan) Land Use Undeveloped Slope(%) 0-3% Surface Stones None Vegetation Sparsely wooded with dense understory Landform Hillside Position on landscape(sketch on the back) Distances from: - OpenWater Body 100+feet Drainage way 50+feet Possible Wet Area 50+feet Property Line 40+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Redoximorphic (Structure,Stones,Boulders,Consistency, Inches Soil Horizon (USDA) (Munsell) Features Gravel) 0" -6" A loamy sand 10YR 313 6"- 11" 6 loamy sand 10YR 414 11" - 120", C loamy sand 10YR 516 60", 10% firm, blocky, with gravel, cobbles, stone 10YR 6/8 boulders 10YR 7/3 Parent Material(geologic) glacial-la ke sediments, outwash Depth to Bedrock: >120°' Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: None observed ' Estimated Seasonal.High Ground Water: e 60"(mottling) it FORM 11 -SOIL EVALUATOR FORM Page 6 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On-site Review Deep Hole Number TP-5 Date: 11119102 Time: 0800 Weather Sunny 40s Location(identify.on site plan) Land Use Wooded Slope (%) 0-3% Surface Stones None Vegetation Sparsely wooded with dense understory Landform Hillside Position on landscape(sketch on the back) Distances from: ' OpenWater Body 100+feet Drainage way 80+feet Possible Wet Area 70+feet Property Line 30+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Redoximorphic (Structure,Stones,Boulders,Consistency,% Inches Soil Horizon (USDA) (Munsell) Features Gravel) 0"- 10" A sandy loam 10 YR 313 10" 22" B sandy loam 2.5Y 514 22" - 132" C1 loamy sand 10YR 514 24"- 140 132" - 144" C2 med. sand 10YR 716 Parent Material(geologic) glacial lake sediments/outwash Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: 60" Estimated Seasonal High Ground Water: 24"(mottling) FORM 12-PERCOLATION TEST Page 7 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid, MA COMMONWEALTH OF MASSACHUSETTS Cummaquid, MA Percolation Test* Date: 11/19/02 Time: 11:45 Observation Hole # TP-5 Depth of Perc 94" Start Pre-soak 11:10:00 AM End Pre-soak " .11:25:00 AM Time at 12" .11:25:00 AM Time at 9" 11:46:00 AM Time at 6" .Time (12"-9") 21 min. Rate Min./Inch 7 min./in. r * Minimum of 1 percolation test must.be performed in both primary area AND reserve area. Site Passed Q Site Failed f Performed By: Joe Henderson, Horsley &.Witten, Inc. Witnessed By: David Stanton, Town of Barnstable Comments: FORM 11 -SOIL EVALUATOR FORM O M Page 8 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid, MA On-site Review Deep Hole Number TP-6 Date: 11119102 Time: 0915 . Weather Sunny 40s Location (identify on site plar Land Use Wooded Slope (%) 0-3% Surface Stones None Vegetation Sparsely Wooded with dense understory Landform Hillside Position on landscape (sketch on the back) Distances from: OpenWater Body 100+feet Drainage way 50+ feet Possible Wet Area 50+ feet Property Line 50+feet Drinking Water Well 100+feet Other DEEP OBSERVATION HOLE LOG* Other Depth from Surface, Soil Texture Soil Color Fledoximorphic (Structure,Stones,Boulders,Consistency,% . Inches Soil Horizon (USDA) (Munsell) Features Gravel) 0" - 18" A sandy loam 10 YR 313 18",- 30" 8 sandy loam 2.5Y 514 30" - 88" C1 loamy sand 10YR 514 24." - 98" . 88" - 144" C2 medium sano 10YR 516 Parent Material(geologic) glacial lake sediments/outwash Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole: None observed Weeping from Pit Face: None observed Estimated Seasonal High Ground Water: 24"(mottling) FORM 12-PERCOLATION TEST Page 9 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid COMMONWEALTH OF MASSACHUSETTS West Barnstable, Massachusetts Percolation Test* Date: 11/19/02 Time: 9:15:00 AM ` Observation Hole # TP-6 Depth of Perc w 7611 Start Pre-soak 10:47:30 AM End Pre-soak 11:02:30 AM Time at 12" 11:02:45 AM Time at 9" 11:19:45 AM Time at 6 Time (9"-6") 23 ruin Rate Min./Inch 7.7 min./in: Minimum of 1 percolation test must be performed in both primary area AND 4 reserve area. _ G Site Passed Site Failed Performed By: Joe Henderson, Horsley & Witten, Inc. Witnessed By: David Stanton, Town.of Barnstable Comments: w FORM 11 - SOIL EVALUATOR FORM Page 10 of 10 Location Address or Lot No. 100 Cove Lane, Cummaguid, MA it Determination for Seasonal High Water Table Method Used: Depth observed standing in observation hole inches Depth weeping from side of observation hole inches Depth to soil mottles 24 inches Ground water adjustment feet *TBD: To be determined as Current Groundwater Conditions become available Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level 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? Yes If not, what is the depth of naturally occurring pervious material? Certification I certify that in Fall 2001 1 passed the soil evaluator examination approved by the Department of Environmetal Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date d FORM 12-PERCOLATION TEST Page 9 of 10 Location Address or Lot No. 100 Cove Lane, Cummaquid COMMONWEALTH OF MASSACHUSETTS West Barnstable, Massachusetts Percolation Test* Date: 11/19/02' Time: 9:15:00 AM Observation Hole # TP-6 Depth of Perc 7611 . Start Pre-soak 10.47:30 AM End Pre-soak 11:02:30 AM Time at 12" 11:02:45 AM Time at 9" 11:19:45 AM Time at 6 - f k Time (9"-6") 23 ruin. Rate Min./Inch 7.7 min./in: * Minimum of 1 percolation test must be performed in both primary area AND reserve area. Site Passed Q Site Failed r Performed By: Joe Henderson, Horsley &Witten, Inc. Witnessed By: David Stanton, Town of Barnstable Comments: .. FORM 11 - SOIL EVALUATOR FO M Page 10 0l 10 Location Address or Lot No. 100 Cove Lane, Cummaguid, MA Determination for Seasonal High Water Table Method Used: E Depth observed standing in observation hole inches ❑ Depth weeping from side of observation hole inches 't Depth to soil mottles 24 inches Ground water adjustment- feet *TBD: To be determined as Current Groundwater Conditions become available Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level 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? Yes If.not, what is the depth of naturally occurring pervious material? Certification I certify that in Fall 2001 1 passed the soil evaluator examination approved by the-Department of Environmetal Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.01.7 Signature Date June 11,2003 Via Facsimile, 4 Town of Barnstable Board of Health Town Office Building 200 Main Street Hyannis, MA 02601 Re: Request to Continue Scheduled Hearing Variance Request—Tatibouet Property 100 Cove Lane,Cummaquid,Massachusetts (Assessor's Reference: Map 351,Parcel 062) Dear Board Members: ' a On behalf of the applicant,Jane B.Tatibouet,Trustee,Horsley&Witten, Inc. requests that you reschedule the June 17,2003,continued public hearing for the referenced project(agenda item No.IIIA)to July 15. Variance fees and copies of plans depicting project revisions and the plan edits that you requested on April 15 will be delivered to you no later than July 8. We greatly appreciate your patience in this matter. Please contact Ann Bogucki ^ or Michael Ball at 508-833-6600,if you have any questions regarding this request or if you cannot grant this request. Sincerely, HORSLEY&WITTEN,INC. Ann.Bogucki Environmental Engineer r ' I:'.2 it IZ,IIIMIIL:1',liOiI %'a11-111,L:S1 `<<�,.u..E i0! 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R`i, a y t April 1,2003 , ,, r yam+ ' > "" n f t. <r t �Y 7 ti s t + r Barnstable Board of Health .:; , P� k_ ? t�, } )\ d Horsley&Witten;Inc.• Town-0ffice-Building, z �' % ' x r ry ' ' r 200 Main Street ' = , f s ,4 .- `` y , t rb i� i' 1 i 4" 1 r L+.? Hyannis MA 02601 .:.. j r ,,: , ,, 90 Route 6A A 4, c ,C r-, ' , y Sandwich MA + t ^ - i = Re: Site Plans for.tesidence'With Septic System ;:; `� :�o .62563. i a y t z: -, _ • 100 Cove Lane, Cummaquid;'Massac'iusettsI?- x. ,,-' '_> , Phone•508.833 6600 t p S , Parcel 062) V ' (Assessor s Reference ;Ma 3 1 1 . ' ? 3U 4= dF.ax•508.833 3150 ` C t t a , , r r a; ' v ''/ hr. I www.horsleywittedcom Dear Members orf the'Barnstable Board of Health � i V - _ r- a _r. -. z r ', _ r R + •3 + d x t '- Y h.. ? .z �• 1 5 Yi -, dF ..�" i i, \ ( •Y .x.' - Please find enclosed four co ies of'the en ineerin Sdrawin s for the ro ert :• t ' P- g g g P.. P Y _, .s� - T. . - ,- - s. r t ' referenced above 'The drawings incorporate changes and additions requested ; ¢+ , i °by the Board during our last presentation-ori January 21, 2003, as'well as`• , substantial changes to`site layout ,t .; M `; {j , ',; '; = ,, , �f ( F - " a r f= �`+ K. 'ram t . . p r Changes and additions include r ' ` �' 1 h 'G r -t, 1r ,t f , Yr `S a i"� �_ k. 5pr^ d ,^ - \ ,t Y l - ` J 1 �' ,r 1` Reposition wetland buffer zone boundaries to more-accurately represent'',. j ,Y_ �. . i• setback distances ., ; f h t,: r '.j c r , t +t ' 2 Change sizes and positions of house and`garage i ' < � 3 'Cl%ange''size'and locationof,soil absorption system` y r{ t ,, '� r= ;. r 4 Change locations of septic tank£arid pump chamberb s �-, - _ ' ' 5 Inereaseaength of retaining wall =` r"� ,- � ! i `"_ v'r $r- 3 '`' c. t .."h •+ r i" '. ',, :� . �' ,r t i r,. i s t - ,_,� 7--6 Change driveway-location;to preserve nativeltree species F _ F r ~7 Replace existing culvert ¢' , _;. ' 4> _ : F s ' _ = 1 << .. ..,., , =i, a .r. !< 8 Locate:existmg and`show proposed water lines..2. , f t{ r ' -+ '1'.' 7y`.�{ r - .rg ..r::- t r\. t S \_' , k vt - \ 3 ,- 1 1 ; , L z- 3 t. .,� @- L •« •,• t• .;.: w .j rr"i ty F `'r..`',,,Fk 5.'� r 1 ?, "' {- + T� .'r .' <'" K >j ^ These copies are,sent foryour review°prior to our presentation to the Board on J ° r . i '�'' April 15;"F2003.'.We`are also'enclosing:four copies of the Commonwealth of ♦ #, �:s {'. r >ya Massachu&tsSoil Evaluato_r`Foriri; which includes all test pit logs: q, ``` � zr �' On March'25; 2003,the Barnstable,Con'servation Commission approved fhis - _ ,, y project We attached for your review a copy ofAe revised-plan description , `' r% , - leiter that-we'submitted to`th Commission on March`19 with the site'plan This'k ; . r ' fx �, ,r, letter explains how the-proposed;project-changed since our last meeting with L - r' you , � � 'ti �; ', v d-= jl i-„ ; `', {•' t ' z, I j.. ', f 9, ' ., J '�} {S. L 11 '� ,_ a,'x vsy 4M 4 "PV 1 / _i `i• t i ' 34 y + r w y ` i r f,.,( Y , t ,n 5 ..s'h u .-,, � ...; 1, t tk .x ':q # e,.,•j t'r` y.- t h n _,I r r ? Z 2r, c th f. s 'M +- ,y� t --y 1 s� xI �,d d , .w I ,1r Z r .Lsi,' .T ♦ ,, � 5 > i ..fit 1 '� F ! }' 3- TLr 4 y. 4 -{" J� 'ixf K5. x 1 - ` I s- �+,.. S, . rr- M 4 a- }P^i s 4' r44: ,,a,-z✓zYr•, .4 r. \ r °`� • :' a F' w ", Barnstable Conservation Coriimission . ^�f ' t'=yf �� ,' f r .April 1, 2003 _ . ti ,' t , �, . Y - E > } - Page 2 - ,` ti r 1 ti - - q 'Ca .1, t _ t f: t - 'T'Y , � ,y atR 4 C w < I " i' k a J ' i . _ r a t- ro_ ; v<'-" :.i 3 't..t' t 1 s ;,- { 1 i' ? r f :F r ] � :r yc r. , M a ,4 t a., a r " i t. ,.� u.T e a _. ' - .. -t _rq .l 1,. + ay 4 nf _ x r.$ 5, t� a d r g, '�,'x �,.y r Thank you for`your consideration If you�;have'any questions'and/or require -} ,,,r•. , ' r I additional°information;please contact Mike Ball of Ann Bogucki at'50&;833 ,a ° i 1Y t r .. r t Y 0 t r1 t` t ,,gz +,�. lt,+ } 5 "'r54-`3' o ``'- ;; 'y �y:-4 >% y f yt r � = , t ?'ja ti r s �t t R} f� t tx Y t . S f x Y r . Sincerely r , w F� ., .. r s.. t. k,,,• r s, ;'` a-r i `i �� ` .� e Jr ca < ,+.r am HORS 8e WITTEN ING -' t ' .a { t .� ) n*:r { t S Y (. Y^-rt *F -h, y r w r # `."„, � r.i i t rt k A e'*„ {S �'^ . t I. A - ''r y Y x' L }:t., f �•,�, Y p C- , t S-.' .+ P S h .t »J� ,ji k r r ,f ,� {, ''� x . Y,Y :.r F .� r e :'..y r'v -cl 't a .n~ a 5 r t ? "'L+ e_,. . r�A- hfj t- -�'� 3q<.... ,:Z. ,�. r,'t rt r+,_-, 5 - :< s t <` �_1 Ann BoguCkl t }�` x; t'.Fa h,x' J .y ,, ; -� _� F ___f d- _.'r1 .� _ . t. = Environmental Engineer n r < ` `1 ?_ . :; ' ,• a t i n a { + '�"; ,f y a Enclosure ;`.� f-, r j i A ,r 1i F k t k z e .€ b�' '�A.J � "' f x'� 4 j- -r , e z i su,j f w C Jane B Tatibouet.(Applicant �� f l s+ ti r'+ 14 J t.Ja ,. �"L Shell"a'Bearse J a_ �Y s .'� t „ t L �, A _r ♦ ,. {{ - .FY ry '�>rF S l,,. .0 Nt 1 „ �' �.,s. < < k h t •,-t i.; ,y xr�l'•f T. r' is "R. , ?.� •"<t 4, [ .,y v, t S i r. st`'{ts a at . . :`r t "�'ads {f# "' a ,�.,�. -._Y i,a ,T 004:. 11*10,0" l "' t f t, f L +, e t i_ ✓ { _ - ,c .4 5 r ;} - r ''` ''*e tie 1,i. Y _} I % 4t -p., :,.. ; 1 t '.y4 > A a?.. g ---..� r ni-- ...'at Y- "; € a , N. + > ,.f < v -,'I ,: tt< r` ', r¢ .+' ✓ r r`f e'4 ,,l 't ti e� -fr `_r j 4 me'µ 5.jr f ti s" t +. 2 x it r'5^ } r t sx �F ,, ' in - f t t. -f" }a �, 1. * .army j ' f kae _ r i .r '� +, k ¢.. t r .r '�1. ) ,4 r !l r?' 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LETTER OF TRANSMI TAL m �Horsley & Witten, Inc.Environmental Services T' :z Sextant Hill Office Park, Unit One Telephone: 833-6690 Route 6A Facsimile: 833-31 Sandwich, MA 02563 TO: Town of Barnstable DATE 6/26/03 JOB NO. 2118 Board of Health RE: 100 Cove Lane 376 Main St SE#3-4073 Hyannis, MA 02601 :We are sending you: X Enclosed _Under se�arate cover the following:` Report Prints x Plans. Shop Drawings Specifications X Copy of Letter Change Order Contract Documents_ fievised plans for 100 Cove Lane,Cummaquid, SE#3-4073(4 copies) for hearing.on July 15, 2003 copies of variance request forms, previously faxed 5/20/03 check for two variance fees THESE ARE TRANSMITTED as checked below: —For Approval x Resubmit _Copies for Approval' For Your Use _Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Submit x .For Review and Comment For Your Information REMARKS Thanks for your..patience. See you on 7/15. s COPY TO: SIGNED: Ann Bogucki Town of Barnstable �pF 1HE 1p� Board of Health BARNSTABLE, : P.O.Box 534,Hyannis MA 02601 MASS. 9� 1639. ArED MA't A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 91PR1L 2oc) , the Petitioner(s), j6-NE -- WI-1 regarding the property at 100 CLUE- CAA C the petitioner(s) and the Board of Health agree that the Board of Health has until 10 A4 2 (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement,the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of.this Agreement. Petitioner(s): Board of Healt Signature: 1� cS Signature: e itioner(s)or Pe itioner epresentative Chairman Print: A-fJ (D t)Ck I Print: Susan G. Rask, R.S. Date: ( � S Cj 3 2000 Date: q wS/ 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable S4 lk%��I v1 - Board of Health go 6A Town Hall o&wFd�, A ©2 Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 .a file q:extend.doc � . \ E %j' P J �,S 1 5 r . - ,. { "r y: ram,.p ' }- 4 - a o- .-­--;I.---.,�.:,.I I I_.,,�,�'I�,-,._I,Vi.,..?,1�_11%,`��I.,,.�.,_�I4�,�,;;".1.'..I-.-�.'!,,�-..�.1.I,�.I-.-..I.��,�.-,�,,,,.'-�,,.--,--',,:.,1".,�.z,,1—.,�',,-.-;I­�v-.,,-,i.:"',�_,.I"-"_.-I.-',,,.�.I;:I,�-.�,.1*;.�,.1.,,-.­;.-.-"C;�,I.-I.,­-,."..-.-I��,.�,�,.�'Ie-...,.�_,'.,_-I,­"�-1I�.-4 1 0�_�,_:.,-.�.,"II--I,-,t.1.,-,,_.,.1�._..�--%�.,I-"-:.�",.,.:�-,,�1-.,�I*I--,-�I�-a�,I�_-�,I,-...----..?-,1._j..:.1",-I-,�,1:I_,,,-,;.A I..,,.�:.i-,'-�I',e-I1-�',-.,�-,1�.,.,-��,I..-_�I�­:,,-.�-.�.,,,."—,,!.5..'"��,._if"..1_.,,�,-�_,-­,-,,­_,,,,'e-7,��....�,�II,..-,r_�;-.,:._-..'-"",,,.,,I II-�I.,�.I,-.I,,.,-.,."-.,.,--I,-,-;,I,�,.,.,,,.1���.I,.-.;,:1..',�l...,.,�:t,,�I...:""�",�1 e I1_-,_I�.�,�..',-.,..,i.-.-,,,-I--.I-,'-,,',�I.,--,",�"II,�-,,.,, _,­­,.r,'�I--,...,..,,-�I'_i I-..I,.,,,�,,,�''�-­"I.(-1���I�,,�-.,.A_",.­I.k',1.I;,4-.I:I,-..I��II,"­.I,--,.-.,.,�-,,,-1'"q,--I-�:-'�._.-,e,,�n`,,�.I',1d 1, �, .k RC-j� � t _ f �. P , a x r.1 ,g - ,t`;� k - FEB-1 . 20O ZYi t ,y - lif t ' Y. r �Iy9 a 1,."` 3w• A. y -t .* t '. ' ' February 13,2003 1:>r 1 rE>` ,2 t sz - S fir.. Y. ., - i ? r t r •� •r , Horsieji&Witten;inc ,e i ,P' ,<. ., ` a, Y r I. J f 5 ;4 �; F ji 1 '. t -,e 4 F .+" x• �_. r r2 1 2 Y it �:._ . , so Roue fia Town of Barnstable Board of Health F ` { .y y , .1' i : n Y saxawich ma. Town Office Building 4 `r ,,,, r ;:, - - 02 63 200 Main Street ` . E ,_, {tr , ; .. Hyannis, MA,."02601' `�,• ;'. �� ., - •Phone•508.833.6600 s �. 1'"' 4 - Fax•508.833 3150 'r k x;:. T`a x .I ,, #;_4. a ' .>4 t r y , Y Re ,Request to'Contin_ue Scheduled�Hearing '� r = .www.homieywitten com` Variance Request—Tatibouet Property r ,i ,., ` ` . . 100,Cove Lane, Cummaquid, Mil sachusetts I, ,. - , (Assessor's Reference.;Map 351,Pareel 0-62) ' ``` 4* - _ t -, , Dear Board Members: .� ' �.` ,, s° ` f `, w k t y On behalf of the applicant,Jane B Tatibouet,Trustee; Horsley&Witten; Inc-, . ` - � re uests that ou reschedule Februar 18;,2003,-.continued u heann x . - q y , T Y A , g' } for the`referenced'project to April 1 :�A resched'uled.heanng is needed'because; :'4. the Barnstable"Conservation Commission has planned a c-- i ,ed',public ;v y " ,i,>i {w A s lieanrig,<for March 25 to review the currently proposed project;°Plans depicting' k a w; .. > ` : project revisions and'the plan edits that^you requested,,l61 be filed no later"than , ,', R^ ,'' „ ,-March 17 Please cc�tact'Ann Bogucki or Michael Ba11 at`508 833 66Q0, if you r ; r � * - , t- v Have any:quesfons,regarding this request or•i-f you cannot grant this request ' r , Sincerely 's �"< r� ' k 4 ° 3; :_ r x _`, HORSLEY &WITTEN, INC 1 �� ,` r 4 t .r`� ,f* r 4 <Y t x;i t o "�'+r 3`- ,,,, } a v 4 l i 1 �� li. 3 i""'. t..1, ,y r i .i 1 : . i I , Michael Ball , 4 . r .. wetlands Blologl$t F = ? a - . 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C a r' .e z a 4 <j. t f 01/06/03 15:56 FAX 508 833 3150 Horsley & Witten 001 x F A C S I M I L E C O V E R S H E E T Horsley&Witten, Inc. 90 Route 6A Telephone: 508-833-13600 Sextant Hill, Unit 1 Facsimile; 508-833-3150 Sandwich, MA 02563 TO: Barnstable Board of Health FAX: 508-790-6304 TEL: 508-9624644 FROM: Michael Ball DATE: January 6, 2003 PAGES: Three(including cover',I RE: Variance Request Form(for 100 Cove Lane in Cummaquid) COMMENTS: To the Office of the Barnstable Board of Health: Please find attached a faxed copy of a completed Variance Request Form and a letter from the property owner,Jane B. Tatibouet, authorizing Horsley&Witten, k Inc. to serve as project representative. We submit the request form fifteen(15) days prior to the next Board of Health public hearing scheduled for January 21, 2003. We will hand deliver no later than this Wednesday,January 8,2003,required copies of the engineering plans,the$85 filing fee payment,and any other required materials associated with this request. Thank you, Michael B ®G I 11311 M N?NIIIGOI :theuse dindividu This message is intended only fr entity to which It Is addressed,and may contain infoenatlon that Is f rivileged, corfidenlial and exempt from disclosure under applicable laur. If the reader of this message is not the intended reclplem or the err aloyee or agent responsible for delivering the message to the intended recipient you are hereby notified that dissemination,distribution or c spying of Ns communication is strictly prohlblted. If you have received this communication in error,please notify us Immediately by telept one,and return original message to us at the above address via the U.S.Postal Service. ; - l 01/06/03 15:56 FAX 508 835 3150 Horsley & Witten Z 03 .q Joa�ary�,2003. k Scott W. Hanky Horsky&!Witten, Inc ' 40 Route 6A SandrAch, MA 02%3 ROE: Choot 116preentadoo Authorization L Jane & Tatileoy4 Solo Truatee, of the Jose H. Taftenet 19" Tract, is the property owner of.l09 Core.Lane in Commagaid. hereby aethorine AORSLEI' dh W1 IMN, INC. to serve no my representative for aU information, on-$ite revte Iva, public hearloM and correopondence with the Town of®arostoble Board of Health rda&e to the attoehed variance Request Form. -it:�Lt 01/06/03 15}'56 FAX 508 833 3150 Horsley & Witten 02 DR E: Q BEE: b �ar�restt � REC. BY s�}� Townof arnst�80.JP1gc.D. DATH. ]Board of Health 200 Main Street,Hyannis MA 02601 Office: 50"62 4644 Sun 10.Rash,R.S. FAX 508.790.6304 Sums ier Kaufman,M.S.P.R Way ie A Miller.M.D. VARIANCE REQUEST FORM LOCATION 100 Cove Lane Cumma uid Property Address: 9 Assessor's Map and Parcel Number: 3 51 /0 62 Size of Lot: 1 . 98 acres Wetlands Within 300 Ft. Yes X Business Name: N/A No Subdivision Name: N/A APPLICANT'S NAME: Horsley A W ttenr Inc_ Phone 50A—A33-6F;f)n Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Jane B. Tatibouet {T� Name:Joe Henderson or Ann_ Boquski Address:3131 Noela Dr. . Honolulu, HT Address: Horsley & Wittgnf jCnc_ 968. 15 90 Rte. 6A, Sandwi::hr MA 02563 Phone: 90 Q, •`123 'l 00 Z Phone: VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space t mded) The One Hundred Feet Constraints due to lctcations ,,Qt Setback Regulation wetland resource area boundaries And corresponding setbacks oa existing 2-acre parcel, 75-foot setba-k to be maintained. NATURE OF WORK: House Addition ❑00000 House Renovation ❑ Repair of Failed Septic Systei n ❑ Cfteebllsr(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plarss) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner uuthorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense itle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fete for lifeguard modification renewals, grease trap variance tern:wars [same owner/leesee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disp;4a1 systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date ` VARIANCE.APPROVED , Susan G.Rash R.S.,Cheri-man NOT APPROVED Sumner Kaufman,M.S,P.11. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. CADocumente and Settings\decollik\Local Settinge\Temporary Internet Files\OLKFH\VARIRSQ.:10C z . , ~ ' ` 'r 4 t ` • > t ,R.Y ; ' -�, t 1. f s - 3. ' .. _ - - 4 e ram, ,1{, ,/ t _ F .'w % 4 - t '+ a er - . , �- ,t, _ _ 5 - '... t i '> _ fib'.- * ! ` -41r M 1 ., r 5-1 Y . - 1 _ tom ,+ i d , + ♦ { y p l .,•Y 3 A .t k .i ti _, r y a 1 r y. 11 - 1 F r r iy ! r'+ - �• ., F y yy:. t t`£ "t 4 ' ;i _ ✓ } yr '^+ S"�'.,. t '.1 - 1 I. I i A' X y f C { {P ,}' i'C i, f F F•> 4, ' -.'t L f v k - s. � { + `,. "r :,. , '' J i .C:o 4.-i� t f "y�' ,I.­T, r tw cr t _.'y1 44 ' X.. �` ��' •s 5 r � s 11 a.. k 4 2t�nr _,,, '. Horsley&Witten,,Inc s � z a ' rv' ,- rl. 20D3 .3 i ,+ ' JAN = F 2 . January 14, 2003 , , � � �. ' a k i"a a :2 '' F `i 7QVV�rC) Af�iJTAL3CE x } * k ` 90 Route , , ,`4 3 HEALTH EPT t i ft H «_ + Sandwich,MA" Tt r r. i "- -f _ e . . ' ! r r a . r t a ' r+, ` e t + o2s63 Barnstable Board,of Health- % ..h 'Phone•'508.833 6600 Town Office.Building r ' } .a fax 508.833 3150 200 Maln Street r " r , f r 4+s k� 4 Z r t www.horsieywitten coin '. Hyannis,;.MA 02601' f3 J; a '- �" x r it, 4 L.+ + i ` i� r' °. f r - h` , x .. ., t to =' 1'i Re - Soil Suitability Assessment for`Sewage Disposal'form 4_, t N 'c' j 1�00 Cove Lane, Cummaquid,Massachusetts ;* ;i Z.. " :, (Assessor's Reference Map 351, Parce1062) ` H= ` ' F Dear Members of the Barnstable.Board ofHealth � ,t` ' . � ' � N.` v I. . I '' - •v x* ,Please f1nd.'enclosedra'Town ofBarnstal'le Soil.Suitabihty Assessment fo_r 1 � i r _ ; -' Sewage Disposal form that'Horsley& Witteh; Inc completed ori-November 18, f °�, '_ r xI. r'; 'y r r £2002, at the above referenced site.,Please include this form`with.your f le r y ` .' , y ,:fit r r „ , 'materials for this property.t--If you have any questions and/or require additional 7 r t <.' v ,iriformation, please contact`Joe Henderson or Ann Bo'guckr at 508 833 6600 ,Y s 2 - r. sir - � r , �. r ^ .6 =.- Sincerely Z '$:-_ t1 �' i.� -•� - I t.' r e �'v +0...>. �, F. ,- i r _ t' f 7' ft rvr r a r`". k� -i. y `t -1 t 'r s; ;..1 t HORSLEY &WITTEN, C '.I - , f , �'Y r. , r a f y r t ,t r L : ,, ..£ I ,,,.. t+ .:t- • _ _ 'Sr � a p . t`:+ +t 'Y 1s ichael Ball a` 3 , <, =r ' Wetlands Biologist ;v �*. ? r "v i i .. S- -.. f. ,ice ' Enclosure � - - - t :, „ ,6. r >,4 t,,,��"{;�-g(= e'e"�.. n .1.y _' �'.r C+.; +r t. ) i tV �' t't!', r �• x i„- �', = Si •+ +] t a c$., moo, .+,- ,j } PT ,�..5'.L i . y <S } S icy t } a't i 7 .v,• .., r +,r -,t*e{ tl 1 i '- r< r r `• f t ,..!^ ,A3 k,q `t_t tr .� `'• .k_ r' ''' "„a { F.,'�}1tsY .rJ<rf 1,� ai �* ;2b µ� ;, kr,, ,r4 P7.}L,-G J 4 „r'�i L�I.r�f �'k I t t., .� z +`I 4 1. -.. , r w� -r Y i 4 Y t-i v - _, tr -t u .t,..w r"i t E0 tr'JV^, ! ,rr- ,,;,tag P, .,. < r�...ir :k -t "r�-}'�ili.. i t 7k r:r .e *t 1�F i ,`+,4. t 4, _ r r - s .- r s t c _ k+ - Y r. .T ' ' x :i C L r ,' '.§ >IL." K 5 N fit-• .F, w h.._ 1 i } c 4.•• + r�ir ^" .V tea} aF- � J. c } ^.s( S r i.". t a - s >' s i t -. `x S`- c, : y„ r� ;,3 .. ;` e ti s� r ., Y .T k 'vY r ' .. .( r ,,_I _ '.. '.r ° e r r «s} 4f•,,s y. 'x-d r,:>�r�f� �. s t 3 l `C, i , I ,-: t e .r' ?C. :r.1i :I. # ,'� r. _ S*' t- }, .Y, i 'v'� i �. "'.ye ^f;.a J t Y ; r ? ,Y 1 a ; 5 �,a. t r .' t r f ;'z K I: r t. t - , �'I .. v .}, , # \ r .� l > r t J r Town of Barnstable P# o � _ Department of Regulatory Services' BARNKAS&LF , public Health Division Date wt639. 200 Main Street,.Hyannis MA 62601 Date Scheduled �!1 Time d 0 IT' Fee Pd.— L' Soil Suitability Assessment for Sewage Disposal \ - Witnessed By: Performed By: k3 0 ld�n �OYL� ::=ib�•,it 1 tI MEllrIk —at , Owners N Location Address 0 U (o e_ j t vl e- Name Address y24v evuic_ I,A Ct�mG*aquid ��;r•� s��ble �... _Engineer's Name LeS � W rlken Assessor's Map/Parcel: 351 Oio'Z 55 NEW CONSTRUCTION _ REPAIR Telephone# Land Use W,*oc�s �¢�a,& R'4,V- Slopes(%) Surface Stones Pvr&.0 t _�,ft Drinking Water Well N ft Distances from: Open Water Body "�1�� ft Possible Wet Area � t Drainage Way Z 1 a 0 ' ft Property Line Z__ _ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Sig E r (Ylgcia ✓ , y ° �-, ►.Depth to Bedrock 7 Parent material(geologic) i r `! Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ." GtNiGr44_rf! r �! Method Used. s»o ltn,&_�______ NO Ale- 2H Depth Observed standing in obs.hole: - in. ft. in. Depth to soil mottles: ' Depth to weeping from side of obs.hole: (,a Groundwater Adjustment~ Adj.factor Adj.Groundwater Level_ Index Well# . Reading Date: Index Well level Ski 01 4 °^�, 5. a no- fe,s w k F 11 Hole#anon Time at 9" Hole ,, d J n�` "_• i Time at 6 ' Depth of Pere Time(9='(s'7 1 :�,n Z3 nun— Start Pre-soak'Ti�me End Pre-soak Rate Min/Inch min J)vj_ 71 mire�"rL Site Suitability Assessment:\Site Passed Site Failed: Additional Testing Needed(Y/N) original: Public Health Division Observation Hole Data To Be Completed on Back-------- :.:� tl' 'i` '!"' ! ! •:r;� M1::�,:.. e,!�ilry�!� !� �!.�', '":(�,:�• q� 'M, � '� ! fit"�r � e;1 I e. �In(��i �ihll�l Il�llhl4!2�n&I� r.i !>,! _ x� r r '.d m.. hiST ! , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,.%Gravel) I d� SangL.I0aw, �t>LI SW Id IG 5.,d 2 b(y I d $Ol{'• � ,wither .. II Depth from Soil Horizon Soil Texture Soil Color - — Surface(in.) (USDA) (Munsell) Mottling ;Structure,Stones,Boulders. Consistency,%Gravel 30 'Z Y r,f'� �o C L��r`M S�>� y� 4cc r f y - 1HL4 C M. �'rr j! !• +i., - 3 4 ndf ° f_ fiI,F`'n., 1 1I'rli Il'�Iii�'e!, �II�t t ,' ,�.'F •+ �t r!p!s+�ay:rY rLr, J, nM yy���!����i�JII,"d!���I;{adP`� ���i mP. �Mu°�fi:S � : .L d c��a,:tr�: •,': ' e_ . :�71}�'!liil4�iv"+n r.F '�fP 3 � m,. lJ�I�flidi' Depth from Soil Horizon Soil Texture Soil Col!or Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel 1 .�y�!r I!9�����g1n� °c: p �� ,. j ''! + ... !°li �� I i4!,:.3�`` c Y•r I ! �I.��, ,�J �� �re ;�I�� !! c �r Soil 1 Other Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistency,%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes oC Within 500 year boundary No IV Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on fi l l ,ZT 1 (date)I have passed the soil evaluator examination approved by the t Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,/expertise experience described in 310 CMR 15.017. Signature Date ,r. r _ - 4 a 4 ?y.,f .a, r y;, "'" .� - t• 1, - {{;'4 _ E f4 z z>3 i F_ s r ` } p t f.-_. ,-­,;.-1..L..,.I��...,;,.'.1.,,­,I-..zI,1-"..-,�..-.,,1,,-:�..;I-­,,--..,I�-,-;�1.,",!-.1Ii,..�,',l.;.,"��*I­",�,,,_.-,.',,,��-.,.,-"�t,-,�,�I�-i"�I I.,�,-,,.-I-,-,�I-,'��".1 6��.�._-IA�..:_l,,,­.w, �,.-­.".1-�l,.%'..��*­.,...,'j'...�I�..j,.:..,-.I.,.."4-�,��,'�1��-II,P­.1--,f.,,-j.-,_I..!-,..I,�.w 1.i_�-"';­1 1�x,I-_.,..-�..,.­--.__".�--,..��,.-�..,,'_1.�1,,C,t.�,,,,..I---.",-,-.'I_",_...�,,;,�.,.,_�,-.",,�1I�­.:-i�.2�-t!T,.;-.,-'.-".-.­.��,1.-*,,,,AI,-1I";-_­-.:--_,-.,.��.-�.,,�`,�.;.�.1_,.,-I,..,:,�:",,-1�,.—I-_---..,_.;1,��-�..,,-�".­,P'-,�I m.--,I,-,,,f��,,I_,,x I�_-�­1-1�..,.,­P-t_,-,�I-,S-f,,r. > j e w,y �,' e '. 5 I'. r� X Y It,, .ty k r k "-'" -±i . - - ^ -r f ' ti ti . 5 Horsley &rlNitten Inc..d - �t`f r, :F R .( J �,; J. `l ,fir f { +, P _ A z f v ` f �E:.. _' I a tom. � A�RIANC 12EQLTEST ,� r ' '9^. - `? _ - _ t mot^ J f i - _ '_ s - :c' - -f a - r 3. i .e 1-.C ., - ".:Y -J t F -: ry - S l �. 1 f _ t r .ti 7 f F J r e ti } �, a. r t i i t r r '' $ _ y ; ,: _ z' j Town`.of Barnstable = r,_ f r ` } . w ', * ' " Massachusetts . ' f r 3 1 ( i - L i 4 t 2 t f',rr j _ �. i 1` 9` .. , .J - ,� F. i, f. 1 F i } h'. .! i Z r ,t .. -y L .4 ,1 1 - F 1 d f' _ t .ice t _ 5 _ S �. - f Y ! i •f. x. d .g -1 ` - / - t ` - �.. x " 2 r 'Z k_ L .} January 6,'f2Q03 ° , , ' 3 t - _ F , , 7 j r. u 2 �pf .f ;� ,, _(. i ,� y, Al t J .. <r_ - F - v - - .. t r S > _ i i s` `.+' ` ,_ L 4` tT .� r .o '; ''. t tt i t Y� { r - ( =:u i.,t. E° r > � , Prepared for -,, I. 5 f r _; ;j : = Jane B Tat b6'." Trustee 7 - ,A = .{ 3 -Prgj ecf Location ;I. 100 Cove Iane +_+ t, ? I... f z !f { _ e* Y ;;1' .ti. i~s� 'i �� .. '�.e .. _ r }t. _ ,. Cummaq id,: assachusetts_ (Map 351) Parcel 062) C '.L / k. 5 Y - E w,A . } 1 f l - `�,. 90 Route 6A,.Sandwich,Massachusetts 02563`r - s Telephonef.508 833;660- Facsimile 508:83,3 3150 _ } - _ ., i _ . f F. -i . ,I 1 1 '2.. �k.,. t�,t. _ a, . .._.. 2.. a.. v .... A... . t .. _ 1 Y .. ' January 13,2002 y orsley&Witten,Inc. Barnstable Board of Health Town Office Building , so Route sA 200 Main Street ' Sandwich,MA Hyannis,MA 02601. 02563 Re: Variance Request Form Submittal Phone.-508.833.6660 100 Cove Lane,Cummaquid,Massachusetts ' Fax•508.833.3150 (Assessor's Reference: Map 351,Parcel 062) www.horsleywitten.com Dear Members of the.Barnstable Board of Health: On behalf of the applicant,Jane B.Tatibouet(pronounced"ta-TEE-boo-et"),Horsley &Witten,Inc. is pleased to submit to the Barnstable Board of Health-the enclosed 'Variance Request Form(the Form)and required supporting materials. This Variance Request.is filed in accordance with the Variance Request Procedures(Part XII)of the Town-of Barnstable Board of Health Regulations(April 2002). The"applicant seeks a variance from the One Hundred(100)Feet Set Back Regulation(Part VIII, Sec. 1.00). The Form was submitted to-your office by fax on January 6, 2003. The$85.00 filing fee was delivered by hand on January 8, 2003. Four copies of a two-sheet set of stamped site plans are enclosed along with a copy of a signed applicant authorization letter, a copy of the abutter notification letter,and affidavit of service. The dimension'. floor plans are located on sheet number two of the plan set. Horsley&Witten.notified abutters on January 7 2002,by certified mail of the January 21;2002,public hearing. If you have any questions and/or require additional - ' ! information,please contact Ann Bogucki or Michael Ball at 508-833-6600. Sincerely, HORSLEY&WITTEN,INC Michael Ball � Wetlands Biologist j Enclosures f cc: Jarie B.Tatibouet,Trustee—.Applicant • ... !.. VI It DATE: 1-6-0 6yr-,9k) ' FEE: 85(w8minn /-8-o3) t3ARN81'AaLE, I - MASS. 0 �� REC. BY ."Town of BrtJlll nStr blegCHED. DATE:-�3 Board of Health 200 Main Street,Hyannis MA 02601 , Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. ' VARIANCE REQUEST FORM- LOCATION r Property Address: 100 .Cove Lane, Cummaquid Assessor's Map and Parcel Number: 3 51 /0 6 2 , Size of Lot: 1 . 98 acres' Wetlands Within 300 Ft. Yes X Business Name: N/A. No Subdivision Name: N/A APPLICANT'S NAME: Horsley & Witten, Inc. Phone 508-833-6.600 Did the owner of the property authorize you to represent him or her? Yes ,X No PROPERTY OWNER'S NAME CONTACT PERSON _• Name: Jane B. Tatibouet (r"rEE) Name:Joe Henderson or Ann Boguski Address:3131 Noela Dr. , Honolulu, HI. Address: Horsley & Witten, Inc. 968. 15 90. Rte. 6A, Sandwich, MA 02563 Phone: g0� • 923 •�002 Phone:5013-833-6600 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 4 t The One Hundred Feet Constraints due to locations of Setback Regulation wetland resource area .boundaries { and corresponding setbacks on existing ' 2-acre parcel.- 75-foot setback to ber maintained. NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System El Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) ' Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification ienewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same ownerAeasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date '. VARIANCE APPROVED - Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL 'p` Wayne A.Miller M.D..' C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC MAIL-IN REQUESTS 1 Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see ' check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist 0 _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) e Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same ' owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems (only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Our fax number is (508) 790-6304. Please fax a completed application form. ' Also, you must mail the required $85.00 fee. Please make the check payable to: Town ' of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): ' Checklist Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request iApplicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) ' $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date ' For further assistance on any item above, call (508) 862-4644 . ' .1a 1y 6,2003 Scott W. Horsley y Horsley&Witten,Inc. 4 • 1 _ 90 Route 6A u a ti Sandwich, MA 42363 r RE: Client Representation Authorization I, Jane B. Tatibouet,Y Sole Trustee,.of tie Jane B. Tatibouet 19" Trost, as the property owner of.11m Cove Lane in Cummaquid, hereby authorize HORSLEY & WITTEN, INC. to serve as my representative for all information, on-site reviews, , ' public hearings, and correspondence with the Town of Barnstable Board of Health relative to the attached Variance Request Form. (*Pp is signature) . ���lll"'�rt f,j j ,_w r.r; \ _ ., • ii 1 MeA C, 7 4k �t CI 81. ' -,r 1.• M - � - +I*� r_"fA y, l , _ .rr '�R_• r M. .16 r� `� „« .•a0 -4 qb 84. TOWN OF BARNSTABLE G.I.S.UNIT PHOTOGRAPHS: APRIL28,2001kv `�~•` r.�` { , �•r �s� FIGURE PREPARED BY, N �.r, ,.f � 1 ti ,� ••� r � rr-va 6bpghk lnfonroern S ��- •1•-t � ' •� l� r ���- �: 'c� Zr�i l • i PRIRiFD SULE IA FEE' rj 1I0.—60FEET J •J�` s- F -;�1r• - �. f **NOTE:Tice parcel lines are only graphic representations , - ;iY,,t �. ,, ►,;L y 19 property boundaries.They are not he locations,and do not ; `► 1.;• '� = ; represent actual relationships to physical objects on the map. ' ,•, — r` 'S� a: `: z , _ DATA SOURCES: Planimetrics(man-made features) .r �,,- ► ;7 'f �} �!� were interpreted from 1995 aerial photographs by The ' :r .'}• '� r" ��j � � + - C ames W.Sewall Company.Topography and vegetation 1 were interpreted from 1989 aerial photographs by GEOD + y „�`p_, , orporation.Plonimehics,topography,and vegetation • l �" ',"t� ' were mapped to meet National Map Accuracy Standards at a scale of 1"=TOO'.Parcel fines were digitized from EY 2002 Town of Barnstable Assessors tax maps. m3S1p062ph2.dgnapr01(se10-11-02 _ �l ' • ter+ '+♦ /�I i a. Ili K's �..� b. •. rv...v � `. V t' a.. sb 4 IV- + ;� � ,�; f ��,`?/ >Ltinr-` �2 •� ?t ��`tr i4_.�I�Ic Approximate Locus [� !}tiil vt: :4:v� fi "•:VJfi _ yfj - K6. K:X •tit .YA. (�t,��'S .'K - � / F-.r��tc�.r!�"...�'•?', t.:fY, tt• t; :'�^;ham,.>; � S "' ."`..o% �' _ nc� 186,:1?> { �<�:::�: � •' NaC �" BIB r � •�� � ........... . :.. 3f i S.i� F'. t l f t .t M Y•�Y��� �,,c�a� t b.. ,•. :' ri';ic•} J3 `� � d: I 'BP�i P .r t PSC • g�It �j:.. ,,:'fit ,,;�, ,�f� z ,f' .} %�.,.:� 1, +'�` :^`. tj�,Ly �• '.�"' f..-.,.-.M... -. �� f�3 .. �o'�%:� !^#. ^trf"Yar' T ot X:',;. y. ; "•�•I ~;> t'a T\t `:e"ti ,xjt ,S,t�`°' .d", 3 •'tY .°t>�,, ' �, .. - _ fop T (T� Horsley8 Witten,Inc. BIB N E'CCB I[ye ] phone:508-e3a-s600 I MA Yisl www.norsteywitrenxorn MaA �NaC 100 Cove Lane NsB Barnstable, Massachusetts NsC 100 0 100 200 Meters Soils Map P sC �� S 1/06/03 JLC Fite:j://211Brratibouet/gis/tatibouet.apr FI Ure 3. I , i VE j' 1 Approximate Locus x r . - C•l• ....,. .. X500 E:7�1 AE-Area inundated by 100-year flooding, Horsley&Witten,Inc. for which base elevations have been determined N phone:506-8336600 ' UNDES-Open water www.horsleywitten.com VE-Area inundated by 100-year flooding with velocity hazard;for which base 100 Cove Lane elevations have been determined X-Areadeterminedtobeoutside Barnstable, Massachusetts ' the 1 GO-and 500-year floodplains 100 0 100 Meters Fema Flood Zone Map ®X500-Area inundated by the 500-year flooding; an area inundated by the 100-year flooding MMME� 1106/03 JLC with average depths of less than one foot File:j:/(ratibouettgis/tatibouet.apr Figure 4. ' ,. JAW 3 i. 28 MAP 351 W 35 56 MAP35119 t 13: I _ 7-.2 .1 . . 1 #a, f r \ ��, Q } �tAAP 351 MAPj51 12 90 _ .. . I 24- .j. .MIP351 \ �I. �.♦ .0F. 62 .. AW 351 24-2 l' 13 I#AP 351 #4 �. . �5 45 1 --.351 S' k 5�1 0 0'. 14 k. . k 26 AW JJ 631 .. xI �5a % #16 r 2 1�� I611 2 �N IIII MAP3A 28 ✓,. #3332. I - W351 16 MM'3SI 3#13,3 1 - El. AAR-351 PARCEL-062 . . .. . . N SCALE: l n=200, w " E WITH300' BUFFER s .. . . *NOTE: Planimetrja,topography,and ,; **NOTE: The parcel lines are only graphic representations DATA:SOURCES: Planimetrics(man-made features)were interpreted from 1995, aerial photographs by The James vegetation were mapped to meet National of property boundaries.They are not true locations,and W.Sewall Company. Topography and vegetation were interpreted from 1989 aerial photographs by GEOD Map Accurary Sfaridards at a sookof: do not represent actual.relationships to physical objects Corporation. Planimetrics,topography,and vegetation:were.mapped to meet National Map:Acoracy Standards on the mop. at a scale of 1"=100'. Parcel lines were digitized from FY2002 Town of Barnstable Assessor's tax maps. Abutters within 300' of Map 351 Parcel 062 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from Assessor's database July 2,2002. Mappar Ownerl Owner2 Address City State Zip Country 351004 PRINCE,THOMAS F&JOYCE A ]PO BOX 1286 BARNSTABLE IMA 02630 351005 HEIDEMANN,MARY E I 67 COVE LN CUMMAQUID MA 02637 351006 SCOTT,HULDAH W P O BOX 75 BARNSTABLE MA 02630 351007002 MASSACHUSETTS AUDUBON SOC SOUTH GREAT ROAD LINCOLN MA 01773 351011 DESOPO,CAROLE L TR 122 STONEY COVE LN CUMMAQUID MA 02637 351012 BROWN,EDWARD L BROWN,BARBARA B J!T31 CUMMAQUID MA 02637 351013 REVERE,PAUL JR REVERE,CARY K BOX 35 BARNSTABLE MA 02630 351014 LEAVER,VIRGINIA C 55 KEVENEY LN YARMOUTHPORT MA 02675 DORNEMANN,ELLEN T 89 BROOK TRAIL R r1015OAD CONCORD MA 01742 351018 ]POTTER,DAVID A&BRENDA J P O BOX 344 CUMMAQUID MA 02637 351051 GILLIS,CAROLYN M C/O M ARTHUR GILLIS 5803 REDWOOD CT DALLAS JTX �75209-2439 351053 TATIBOUET,JANE BARROWS TR JANE B TATIBOUET 1999 TRUST 3131 NOELA DR HONOLULU HI 96815 351054 GILBERT,KARIN ROBIN& KOFF,AMY BETH P O BOX 414 YARMOUTHPORT MA 02675 351056 CASEY,MARY LYNN BOX 328 CUMMAQUID MA 02637 Thursday,October 17,2002 Page 1 of 2 - ABUTTER NOTIFICATION LETTER Date: January 7,2003 To: Property abutters within 300 feet of proposed project site Re: Barnstable Board of Health Regulations Variance ' Request To whom it may concern: As an abutter within 300 feet of the proposed- project site, please be advised that a Variance Request Form was filed with the Barnstable Board of Health. ' Project Applicant: Jane B. Tatibouet,Trustee - Project Location: '100 Cove Lane, Cummaquid(Barnstable) ' (Assessor's Reference: Map 351,Parcel 062) ' Project Description: The' applicant seeks, a variance from the Town of ' Barnstable Board of Health One Hundred Feet Setback Regulation. The applicant seeks approval from the Barnstable Board of Health to install the components of a Title V septic system 75 feet from the margin of a wetland resource area on a 2-acre parcel. Applicant's Agent: Horsley&Witten, Inc. r c/o D. Michael Ball 90 Route 6A, Sandwich,MA,02563 (508) 833-6600 Public Hearing: Contact the Barnstable Board of Health for the location and time of this public hearing. Date: January 21,2003 Time: To be determined by the Barnstable Board of Health.. r Copies of the engineered site plans`illustrating the proposed project and the permit application materials are 'available for review, and further information may be obtained from the office of the Barnstable Board of.Health at 200 Main Street, ,r Hyannis,MA 02601,or by contacting their office at(508) 862-4644.: J:\2118 Tatibouet\BOH Variance Rgst\BoH Abut notif ltr.doc 1 AFFIDAVIT OF SERVICE Under the Variance Request Procedure (Part XII) of the Town of Barnstable Board of Health Regulations (April 2002). 1 (To be submitted to the Barnstable Board of Health upon filing a Variance Request Form) Horsley& Witten, Inc. hereby certifies under the pains and penalties of per ury that on January 7, 2003, we gave notification to abutters in compliance with the second paragraph of Massachusetts ' General Laws Chapter 131, Section 40, and the Massachusetts Department of Environmental Protection Guide to Abutter Notification dated April 8, 1994, in connection with the following , matter: A Variance Request Form filed in accordance with the Variance Request Procedures (Part XII) under the Town of Barnstable Board of Health 1 Regulations by Jane B. Tatibouet, Trustee, with the Town of Barnstable Board of Health on January 7, 2003,regarding a project proposed at 100 Cove Lane in 1 Cummaquid,Massachusetts. (Assessor's reference: Map 351, Parcel 062) The form of the notification, a list of abutters to whom notification was sent, and a property abutter locus map are attached to a copy of this Affidavit of Service within the application. , ^1 � N e Date l cc: Jane B. Tatibouet, Trustee SHEET 1 OF 2 SPECIES TO BE PLANTED ON OR ALONG EACH STREAM BANK: ON BANK(I.E.,ABOVE MEAN ANNUAL FLOOD LEVEL), CINCH LAYER 1-INCH DIA. CRUSHED STONE DRIVEWAYS "I u � " " (3)RED OSIER DOGWOOD(CORNUS SERICEA) (3)SAND BAR WILLOW(SALIX EXIGUA); DRIVEWAY OF PEA STONE NATIVE OR BASE, SLOPE FACING AND * € 1� OR CRUSHED SHELL I T ! PIPE BEDDING '�" ' 7 IMPORTED FILL 6-INCH LAYER w p*� ` '�%* "��, ;'.�4-.,,---�� ATOP EMBANKMENT, VE^ETATION PLANTED - ` � � � (3)GRAY DOGWOOD(CORNUS RACEMOSA) APPROX. E4ONE 1-INCH DIA. CRUSHED SHELL OR PEA ✓� w (3)GRAY DOGWOOD (VIBURNUMDENTATUM) FA OF PEA _ CRUSHED STONE EXISTING GRADE STONE DRIVEWAY COVER ON SIDES OFy - Ha EXISTING BLACK CHERRY DRIVEWAYSURFACE 6 INCH LAYER SLOPE FACING TOP OF BANK EXPOSED BANK ) '+� "I i J;"a m � I' .._,1._----_, (PRUNUS SEROTINA) STONE OR CRUSHED SHELL - * 1-INCH DIA. CRUSHED S71 � �., �� DBH 14.7" '-,,4 __-, #I , .L . au,._ T T r 27 11 INV.=2.1,97 27 27 27 WILr. LOCUS � "� r+„ / -IMF 10 s' ­11 , ,A -1, A _f r if jigP ��u 2 26 26 26 26 �.++ � r r/ r , f r" s , . _ ("" �''' .w :-r,.,-="4� 'fit :-. .,,;,.c_ �. <,..: ,< R,, r'� � ..w° -A U I '*.. LOCATION M, ,,tom t ti ,. I „ ' ><.,, r., t r. 25 - 25 25 r r.r 25 4 ,_ r�:, t , t 8 TO 10 INCH RIPRAP ,. r ( t a. ry. 'yj`�.i".,�?�.-t -',..,^'.: �.,� 1'�''.� `"r, � 499 ..' ,,.E t_ ." .r,.:: n;�.+-:S N`'�'Zl.„,-.` • . , ,W. # :, 1 t,,.-_r,�,,. ,r ON STEEP SIDES OF r \ _ ., } 1 W k ,_ _ r" r� n _ ._ i , � , r _, � .t 24 24 X BANKS F T 10-INCH RIPRAP br. a >. ,, � A_,§ 1_`__ E POSED- 8 S �-�. <'ti �r, x f� fr' 8 0 �.Ca t i. �., ;, , r-' Ati�• ,.. rt t.rl. f.. _r ", _.;� � v,r ? �_ ,- +. ,_. ..Sri r ,.. .. ,.. ,. ,., .< ,7__,L. :,. � ate. tON STEEP SIDES OF T ,_ , r 1 . ,.,, u _, _ ,., r,x: t -, -* t ,-n,<< F RM R CU V RT;� -{ ' � ` Y ._ •�.;_*.� .. .t�; r .r.v,v-114 >J' "�j?4f '�.! 23; P ED 15 CORRUGATED METAL PIPE L= 1 � ,r •�"VI r t 23¢ , OSr _,., ,; LOCATION = DRAINAGE SWALE INT STREAM s \�.,;. 0 r r . rr, F' PROPOSED 15 CORRUGATED METAL PIPE L 21 t t y.-'\ + ^ f,y «�'�,,..•- .� ------------------ r -'='- . . rj`. w•ter`.-� ,i.E,::'`�.<;� r� a �,.,,.."-�' _._.I , ,;, .,.,,t•fi., Y< , .. - - - - - - � - - - . , .. .l ,,.••. .t:t. - - `.Ira✓.',�. ` '� .. . r'' ,d, _n- 22 22 22 .= _." .`,_.- :\ r,t�ti; " . 22 #y �► 1 a•{ -- �, a ^ �{� J .,r at ?'l. ,.„ SWISS ,_:,.-.,1 , ,, < ,, , ., ...,. ..'}�, ., w, r - N 4 ,1 ,Ju .1 p• .{_ J 1 f.,. 1 •r,e, t ,`4'y r'•�.' - ,.l, ri 1 f �w �.ti Sir S. ,< ,. •.J{ a } b 4 4 ., h ., ? {r l•t CJ�t ,�2 t r t :1 r [g rf ✓ \ i ,._ l { ,.,. . . r_ r -, . Si4 ,d yt ti, /, a •••,,,. M I -x .,,. .,. ^����' r y t ,. ,- " , : ,.. .,< %•..\.. 1.r., .., t,.. t rr- .. t.•. \-.,,. .,. _,.., �> .� Y,, 7 3 f ,, <, .\.. ,k .,t \.r t, 0 --, r x .., l y- ,.,.. ., .. .,. _ . r,. +. ,:. ','..>,.\,,--., ram, t iff420 14�4iiltt��t,�_i�l {2 �� - }t , t'✓ t t�.a f. 8 TO 10 INCH f •: -%` UNDISTURBED FART w ;,- ,\ .,r,. / . :w h s * Y �1 ` J . r 19 % _ 19 19 R PRAP ON STEEP SIDES 19 **` I �.- "r` SYNTHETIC FILTER FABRIC r iF f , --6rc 1,, OF EXPOSED BANKS x , z i 6-INCH LAYER - SYNTHETIC FILTER µ - INV.-=2 t.95 1-INCH DIA. SYNTHETIC FILTER FABRIC FABRIC UNDISTURBED ,� d 18 18 18 18 J- i ,' }' CRUSHED STONE EARTH LOCUS R�A� SYNTHETIC FILTER FABRIC r ' _>, APPROX, EDGE OF BANK SYNTHETIC FILTER FABRIC CULVERT PLAN VIEW DETAIL LONGITUDINAL CULVERT PROFILE AXIAL CULVERT PROFILE SCALE': 1" = 1000' SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" w i 11 . - ,,- ,�/ % TEST PIT DATA --" 0 , r / , ' "_I' a ,� ( s ��- / i`6 k ' 1 'i ` / V /k�I C's LEGEND r ) r y.. ---- -- - ._ -- _. __._ -,: Y �+ - : ' N,. .'l' - INSPECTOR• DAVID STANTON INSPECTOR DAVID STANTON ! MW "I DEEP SOIL OBSERVATION HOLE 3:� � ,` .: :.: o SOIL EVALU4TOR,JOE HEN7ERSON SOIL EVALUATOR JDE HENDERSON ,1- .. v °'• I'll1­1 DATE 19-N042 DOTE: 18Nov-02 /^� ., ,'-' / - i -1 HDIAMETER '" _ _ _ EXISTING 10 FOOT LONG, 2 NC ~, �' �' o f .. _ � , . ,- / P ,, r11 ; PIT TEST PIT NO.: E �, a TEST NO:I5 „_,/ �?, ;- �.�u CULVERT TO BE REPLACED WITH 21-FOOT, �` ,. - •� ;;����- #�? ,(?r., ✓ .r7B�r� -+ . . ... / U, r _ _ �� -:,: -:: - GRADE TEST PIT-- 26.5 PROPERTY LINE r c 15 INCH DIAMETER CULVERT PIPE. INVERT ( - . .. . . GRADE TEST PIT 28.6 @ - r_ , _ _ _ __ r , � _ __. ._. ELEVATIONS TO STAY THE SAME. e �,W . . , . OBSERVED G.W. MOTTLES(c4.5 f .'-, f .,. __ .•, a _.__. . _. .- . OBSERVED G.W-i MOTTLES 25.6 -... S ✓r / ,AIF,t,qV�J. .f ... . .,, ., _ ��.____•_. ..,._.. ,, . +. .., .. ... ..� .., rr t` r ", v 6-i 1 A ~ - - PERO RATE: 7.7 MPI X 3G.2 T Tl > ~ti ',� - _. . .. PERC RATE, 7.0 MPI _,,.,__.. _.. SPOT ELEVATION ON / g -' r/ ✓O W! jF3itt _ ... r t"- •--.. - t t t s : - "� DEPTH OF PERC. 7Pi r , aP ,r'" r 'w r a .,a 3 l : DEPTH OF PERC' 94 ,. ,,, ✓ d, /B.l _,. _ TEXTURAL CLASS: e�.i',�,, , I I I : : �,''_ ''I OR ,, f : �. 4,.\O-. N 1:-I T id _,<-r \ - __ 7 xTur ►L cLAss: I EXISTING CONTOUR Cr.•. ? ,r,,.. / �,t- 11' ,LAY Fit fs .,,' nr f� a \ y, 1� >I �,, J � .: .___ _ �. ` _. .,.' PROPOSED ELEVATIONS j d�'i - � _ _ R F �__ 0.0 28.6 rF' ..tilts 0.0 27.6 " o - ___,_ ..- € `r` 0� %' ,r, EXISTING NATURALLY-VEGETATED 1 r#3 J A A 0_ �✓___ _ SPLIT-RAIL FENCE ,° ,:,- 11 '7.a_ 11 � � �° I Y[ v,,; ., ' BUFFER TO BANK AND BVW -__ EXISTING BLACK CHE x AN ANDY LOA DY LOA , RETAINING WALL C -Ill S M S M '. %f r" 8 10 YR 3/3 7 1.5 10 YR 3/3 26.1 \ (PRUNUSDBH 14ROT1 :. S0.0' \, �$ "I ;k . 11 60.5 W BV,N._ ,i /8V.��--3 g ROOF RUN-OFF DRY WELL61 , 0 2 8 6. "'W'- d Q �'\ r-_.-__.__----.-.____$ ` , I EXISTING NORWAY MAPLE --._ _ F1 Y`ER T . ,,r,'. 1 (ACER PLATANOIDES) y S M, !, r j z; DBH 24.6" SANDY LOAM ,E� 1_A1' ` ,, p M 25Y5/4 . (0 SANDY LOAM r " 50 OR 75-FOOT WETLAND SETBACK r '1 / . ..�._..._.... .�.._.,. b r ..it'. �� v \j` ��o ���j�, l s. I w �, 2.5 Y 5/4 2.5 25.1 LIMIT OF WORK , ' �: 1 8 26 8 I I_ S `., ti / 1 P 11-1 _, ..__ ._ i�.� r' HAY IN -- «, eE e„�,_ s a PERC TEST ./' �� INTERMITTENT STREAM f ;, ;_: I I PERC TEST X OUTLET OF EXISTING BURIED PIPE ,� �<v /ff, '� 15' �• r �' LOCATED IN THIS AREA. PIPE SERVES ' Y P ��f _ ..__ _ i 7.7 MIN./IN. n "'""`"`�'" '- \ `/�` 4 f - W 1 \. 7.8 20.8 6.3 7 0 MIN N 21.3 AS OUTLET FOR UNNAMED POND ,, /('`�J� ` .- / / ,.,. ,.-,-.r.... „ WETLAND !. ` \ `\/) �' f'j .,,. 22 ROOF RUN-OFF / . LOCATED UPSTREAM TO SOUTHWEST. 1 \ \ I t I,� / ; v -' .,�;' ' FFE 29.0.E`36• DRY ELL (TYP.) LOAMY SAND LOAMY SAND ✓/ I . W �--1---- -.__--' WETLAND BOUNDARY j -' 4 PROPOS ., i) CL.' •f EXISTING BLACK CHERRY 1 D YR 5/411 r, i , a „ �) �j .;'- I jPRUNUS SEROTINA)GROUPING �D 10 1R 5/4 `Y" r .' o° ,. � f . 'I DBH 9.7",10.1", 13.7",11.8" . 318" NATIVE PEA __ 3-B ROO . / -1 .- I J `f,� Y 35 ,�:) 11.0 ,' 17.6 7.3 ' 20,3 {' INKBERRY (ILEX GLABRA,), AMERICAN CRANBERRY / / RESIDENCE r� 1�' ,t° , I / TONE/SHELL .DRIVEWAY6i,r - EXISTING NATURALLY,VEGETATED `� AND PARKING AREA "` __,. .. _.. .___2,._ ...._..__ 2 (V1RBtlRNUM TRILUf UMJ, f�N UT IE �� ,,#' . BUFFER TO BANK;AND BVW OG .Q (AREA=2,042 SF � �O / I, rhv = 1. oZ APPROPRIATE NATIVE WOODY SHRUB SPECIES `' s' r OQ F �- $ I �' MED. SAND ,uF I;3 1 O - / y MED.SAND �� / 61 Q , 24' 10. ' .' o r , �. 10 YR 7/6 10 YR 7/6 4r� f / 24, �� / .11 1 , il O 2=GARS ; f - " v /I �r.- 7;4 120 166 20 1 � , ,, ., ' _, SITE PLAN KEY NOTES -� � � / f r, O { r , 6 _ ��Q� �GARAG 0 1 0' 11 FFE 28.0 � Q k3 ,(3�' �1 G W PROPOSED 1500 GALLON SEPTIC TANK H-10 OfO ! : ;'_ 'O,A \ / PLO „ 10.8' �Q✓ �O EXISTING NATURALLY- j I " r o v 1. ' Q VEGETATED BVW BUFFER ^i 5 O �_. _/ ) I _ DESIGN DATA o° vu 'O �`�/ -:: m" �_ v; 1 . _111111111-1-1 -1- _ 2 PROPOSED 1000 GALLON PUMP CHAMBER (H-10) ,. 1 i . 'A ' r cu 1 :- ...__ - r o Q FLOW FOR 3 BEDROOM HOUSE _.. € _�f�r B`J4y- __.__... __ ,�I t' o ,. .,,, i o Jf o 4F 3 PROPOSED LEACHING FIELD . :, Z _ 1.i Q so.o' q USE: SINGLE FAMILY BVW 'L s l P _ r ! t -. ..__,__-_, ____ _ _, _._-. . -__ ,_--_ _.__ ._.-,.__,.._ .._-, .__,-. ,.....__.- __ - _._,, �I F 1 61;4 � NUMBER OF BEDROOMS:I 3•I 4 PROPOSED RESERVE LEACHING AREA ~- �,, -, " t BORDERING VEGETATED WETLAND W DESIGN FLOW:;' 110 GPD/BEDROOM Q F o 1 „ . _. ,\< 9 o r 5 REMOVE ALL UNSUITABLE MATERIAL IN THE AREA QF THE ,.;- , � 310 CMR 10.55 TOTAL DAILY FLOW 330 GPD . . .� �'� - 1 ;.,,I - PROPOSED SOIL ABSORPTION SYSTEM INGLLI1, AREA' 6 I., ' GARBAGE GRINDER:' NO c'' - OF 5 FT IN ALL DIRECTIONS FROM 7N I R( PbS�_ I ¢ a _ .� __._, _ __.._,_.. _..4 _.,,__,..^. __._ _ , w f _.. . . . . „ ^,w._,... .,_._,.,.. . . LEACHING FOOTPRINT DIMENSIONS, AND TO A DE'RTH TO rC. / 50' ,. ! 70P OF WALL EL.=32.05' \ SEPTIC TANK , , BE DETERMINED BY THE DESIGN ENGINEER AFTER E . , 0 _. _ „ , . . E DE G E E E olow 10` t `` CONDUCTING A TITLE 5 SOIL EVALUATION I s _111111-'...,,. _.__.,.,.,w. ..,._w._...,,_...,._._H E S O IL E LU ON DURING REVISED PORTION of 1 200•% OF TOTAL DAILY FLOW' CONSTRUCTION. REPLACE UNSUITABLE SOIL WITH CLEAN `, I_- �' BVW BOUNDARY _,,....__ _...__. .,.___.__ ...,_.,. ... `.� � `' _ 2 X 330 GPD. 660 GALLONS MIN. D FILL PER 310 CMR 255 3 _. 77. 'I / USE 1,500 GALLON SEPTIC TANKIEFFLUENT PUMP CHAMBER(STEP) I AM, "I � �-,- - ­ ��' ,F _ _ I � - _ 1 '` -.._ , •, =' : � : / SO►L ABSORPTION SYSTEM ­111. _. _. . 1. . `'' EXISTING CONCRETE " f 1 , t°, v17r2.55' - FOUNDATION 1 I ED rn ti LEACHING SYSTEM USED: FIELD(MOUNC ) TO BE REMOVED (' _. _ I6t '` � Y `a` . ,.,. . .. /I cn DESIGNPERC-1- 61 NRATE: ,,,,, ,, ,,,,,,,,_7.7MIN/IN - ' o SOIL CLASS: I �, w _: 1 , : --,..,.. . ..,..^ .,.-_. .,, ..:..., _.,.,..,.. _..,,., ,,-,,,,., . 7 5-19-03 DMB FPL REVISED & RELEASED FOR FINAL BOH REVIEW . .. / / �. : ;fir ,A�,_.. ';, � LONG TERM ACCEPTANCE RATE(LTAR): 0.5 GPD/S.F. _ .. , E _ __ , ^ __ 6 3-31-03 DMB JMR RELEASED FOR FINAL BOH REVIEW 1 = ,. i TOTAL AREA REQUIRED LOCAL CODE' 660 S.F. .� ,; - � ,,,,,,,,,,,,,_.. ... . ..,..,.,,.,,,_. __,,.,.., - - FOR CONSERVATION COMMISSION REVIEW r - '--I+`I .:: ' TOTAL AREA REQUIRED- TITLE 5: 660'S.F. . • 11 N I ONLY JMR ,� - x P. ,,4 TOTAL AREA PROPOSED: t 1 30 03 DMB JMR INCORPORATING BOH COMMENTS / ,,,, \ _. . #. _ r _ .,__.,___ , .,-_.,,._,.,,,..._.___.,.- ,_,___.,.. __.___ _..___ ._____,,.- ._.___ , ._I._,_ ...._,.__ , .,-__.__ , EROSION AND SEDIMENTATION CONTROL - 2 1-13-03 DMB JMR RELEASED FOR BOH REVIEW / 1 ONSIST OF INSTALLING 9._ C ­111.1 __ ._._ _, ..,,, MEASURES W LL C ` �I I1 61- BOTH STAKED HAY BALES AND SILTATION 1, " / . . AREA- 26L x 26W 676 S.F. 1 1 7 03 DMB JMR RELEASED FOR NOTICE OF INTENT FENCING ALONG THE LIMIT OF \ (, A PROPOSED WORK AS ILLUSTRATED , \ 'k A' / : _ _- _.:,...._., __ _.,_ . ._. . _ . -. _.. _.. .__. _... .._.... _._-,,__. REV. DATE BY APP'D. DESCRIPTION TOTAL ALLOWABLE FLOW 338 GPD ,x �� �`�9 11 \� �.;f, __\_. ;� r . // Cn - USE1- 6�LX 6WLEACHINGFIELv . . PROPOSED THREE-BEDROOM .11 W, f e,.d 2 \ .. r / - j ._. - _._. ._. - ... ,._ _..., ,., _...... ,,, ._- ___. „_ _..... _.__ .. _. ,,._ -.,,,_ __. -,_ ___".--- - / ALL FILL MATERIAL ASSOCIATED WITH ,�. . ` `• � 1. 6. ,`7 I ]f o _ VARIANCES _ _ . R M RESIDENCE WITH SEPTIC SYSTEM �� THE CONSTRUCTION OF THE 70.1 ' SOIL ABSORPTION SYSTEM WILL BE \' y S .12 7 LOCATED AT: / TEMPORARILY STOCKPILED IN THE LOCATION OF /P *..\ . \ _� ` Y LOCAL BOH VARIANCES - , . _ _ 100 COVE LANE / THE PROPOSED RESIDENCE FOOTPRINT �Y• �". iA« r/'8� tvt, / _ / / REGULATION REQUIRED PROPOSED ��,SNOFM, CUMMAQUID, MA \ I SURFACE OF SOIL ABSORPTION SYSTEM - -` D E P File S E 3-4073 MOUND WILL BE LAWN AREA (NO _ - ____ -`" _•- / / ?° G'ri� SECTION 1,00 -THE "100 FOOT" REGULATION 100' TOWETLAND 75' c FATE ab DEEP-ROOTING WOODY VEGETATION) ff r _ v o �E a PREPARED FOR: - SECTION 9.00 MARGINAL LOTS 4' TO WATER 4'WITH MOUND CIVIL ,_ _ ._ __ _ ._- -, r�o.sea. JANE B. TATIBOUET TRUSTEE _ _ _ __ __ _ ' TITLE 5 PROVISIONS ° U SCALE: AS NOTED DATE: JANUARY 7, 2003 _.. ,,_ ;,., _ _ SSIONAI REGULATION REQUIRED PROPOSED ,�� , _V_11C PREPARED BY: \ I „ . . NONE . �­ 1-11. I -1.11--l'. d�l y �1� M ( Horsley & Witten, Inc. ' // / k fI v SITE L.AN , �7 " Environmental Services V (r� N 1 MASS DEP VARIANCES . SCALE: 1"-,20' o1. Sextant Hill Office Park ___, ,-.., __, _l-- ,. , ,_, .._ _r. 90 Route 6A REGULATION REQUIRED PROPOSED Sandwich, MA 02563 •S.y. SIT # ._,_, I'll _ phone: 508.833.6600 NONE ' _ fax: 508.833.3150 II Drawn By: AB Designed By: AB Checked By: JR JOB No. 2118 SHEET 2 OF 2 12 -�' *000 R1/\/ PRESSURE DISTRIBUTION CALCULATIONS PUMP CHAMBE::R CALCULATIONS SCHEDULE OF ELEVATIONS GENERAL NOTES '. ,_,r � 1 \;\ A __.......... ..... . .. .__-_.__.-,.....,__,_., .. -..._,.- -..__.... -..__.... ___.._... _____. -___--._- . 1, UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION __..._.. 1__... . ........ ....-._. ..,. _-_-_ „. �._,.-----•.___,,----,...___._,,.. ._. __,. ._ ..-. PUMP CHAMBER CAPACITY I '"" "` METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ___.. __. _... .... ........ . ...._.. . . q ON4 B _.__. _.___. _..___. _._._,.,_....,._.4 _ _ ..__.._ _ --.._ _ .:_-___ _ _ _ _ . ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE BARNSTABLE EXIST/NG PROPOSED S-BUILT 3 8 NATIVE PEA 1 EMERGENCY STORAGE REQUIRED I ___.. _ -___.,_ _- ,.- „- - BOARD OF HEALTH. / ;, ____,_ _--.-.__-_ _,_____-_ ..__. .___. .--. _ ___-_ _ _._;_... __.___ TOP OF FOUNDATION 29.00 -- .. . Q R E RERFORAnonrs ABOVE WORKING LEVEL = s 330_.GAL. INVERTATFOUNDATION 26.50 __..:,. .:._...._ v.__, ::. v.._...,.__.w. _ _.._ _ _. _ _. �, TONE/SHELL DRIVEWAY _.__.._ __,-..._,__.__--..,..,_.,M_,__.,_.,�, --, ,._ .. -"-". , _--_.., ._w_,_---., ..�, ---.,_., �; r ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 0 STORAGE ABOVE ALARM 165 GAL. SEPTIC TANK-INLET 26.10 2 --,-, ,..__. .. .,.._,, :..,, _.._., . _....._„_ .-. .._.,.._.. . _,,. .. - ____.._ .. _ -_._ ..._ .._1-.1.1.. ._-""..,. _.,..... . _... ,,. . ._.,.._.. .. _.,.._...., __.,_,._.. _-.._. _ HEALTH TH AND PARKING AREA ----a�al�nn --- . OF EAL AND E DESIGN ENGINEER. 0 __ PERFORATIONDIAMETE 0.25IN _ ..._ _. _ ..._._. -..._ ._.,.,..,-._...... -.----- .__.. _. .._ _. .,_._. _ _- _..._ .._.._.___. _ - SEPTIC TANK OUTLET 25.85 __._.._____. STORAGE BETWEEN PUMP-ON & ALARM = ; 165 GAL. - _ _ . . r..._ .. . ..._..._ . ....___ . . _ _____ ___ / _, y...- .___.. :,. _ PUMP CHAMBER -INLET; 25.84 Q AREA=2 O42 SF DISTAL14LINEPRESSLRE, Hd 4;FT (25FT MIN) -------- pUN� 0�__---- _..._..__._..._..._.. _. ..,...__._ .,_.__ 3. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE 0 ` ` __._.___.. . ..._ _. ....____ , ..,._.,__ . _ -__- _... _ . _ BOTTOM OF CHAMBER 21.84 / NUMBER OF PERFORATIONS/LATERAL, N 4 33 DOSE VOLUME - 220 GAL. __.__._ "__.._.- ..__. _-__....-.. _.._..._..._ __.,__ _..... .......... ..... _._....; NOTED ON PLAN. _._. PUMP OFF 22.84 '> PEWORATIONSPACING, S ' 5`FT BACK-DRAIN VOLUME = � 37 ,GAL. . _._.._ ____ ____ .__- . ......__1 ___ ___- _.__ '� _ Pun�� OFF -- ...-_.,,..,._._.,__.,,"..._._..-__,,,.,_._-_:.-_,. .._.. _. __-_ . ._..___. _ ___ ,...__.__ 4. DWELLING TO BE CONNECTED TO TOWN WATER LINE IN COVE LANE EXACT .11 yr \ PUMP ON 23 91 _,.,. . _._.,.w _.,.n ,_,._.. ,._ :.,.. ,_ _ .,,_ ,,:_ ,._ ALARM 24.76 !" "'" SUMP VOLUME = 259 GAL -_ _.- - __ _ LOCATION TO BE DETERMINED AT TIME OF CONNECTION . \� LATERALS __,-..._ _., __,-. _.,. _... _.,._, .;.__- _._ - ) / LATERAL INVERTS ___ _____- _ __.... _.. . _.._ _ 31 10 \� �1 , _. .,_. __ ._. - -.__.._-. __ ,..._... ._.. ..._.... .,-. _.._..., _-. ._ -_ _ __._.. .-.. BOTTOM OF SYSTEM : 30.60 s _ 2 4 LATERAL SPACING, Ls ' 4 FT i VOLUME REQUIRED = 846 ;GAL. _... ,.__ _.__._ ._. _._....,,_. _._,, -.. ___...._-_ _......._._._ 5, THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH _.._ _______ _________ ______s BREAK OUT; 31.35 , 9 - -._._ . _" ...... .. .._. R GARBAGE GRINDER. . ;_.. _.__ .. - - G B GE G NDER e U. �1 4 LATERAL DIAMETER Ld 24AL _ _..._- - __-._-_ - . _._._.__,. . -._ _; .,. _ _._,_. ......... ...... ESHGW 26.60 i 2 4 ___ _ _ _ ._ __,_. -.- _ , .. _ / f ;USE 1,000 GALLON PUMP CHAMBER ..__._. _... .__.. _.._..._._ _ .. ._,.... _.....,.. _ _. .__ _ _, ...,... _,..,...__, _ ....._.._. _ _ _. dit. _. `- LEMTHOFLATERALS, L 21 67`FT _ . - _..... _,:..... . .. ........ ..._..._.. AN XI TIN CONDITIONS THIS t ,_' 6. ELEVATIONS D EXISTING G COND ONS ON S PLAN ARE BASED ON FIELD , r - /2 - CAR f�azENWILUANISCOEFFICIENT, cn 150; SURVEY AND PLAN BY BAXTER, NYE & HOLMGREN, INC., OSTERVILLE, MA, DATED 1l. , 1 VC N(AVBEROFLATERALS DECEMBER 19, 2002. Ln �P� GARAGE : __ _ „ . . __ °,¢ - A ` / 7 ` A # - FFE 28.0 FOR(.�MA/NANDMANFOLD - - - APPLICABLE AGENCIES NECESSARY TO _. __ _.._ _ _... _ CALL DIGSAFE AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION p Y A 1 I A A ANY H AP LICA �` Q '011 } ' ' 9 -, FORCEMAINDIAMETEI� Dfm 2 IN FIELD VERIFY LOCATION OF EXISTING UTILITIES. 1 0• /� = LENGTH OF FORCE MAIN Lfm 351 FT AT ALL POINTS P _. _.._ Living Room Bedroom No. 2 Bedroom No. 3 8• PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT t `�// { `7i," -. _ MANIFOLD DIAIVETER, Dm 2 Ili Dining Room _.. .__,,,_ ,_._-_.,,:, .:,_- , _,.,._ ,..-,.__. ,... _- , __. __.._ _ _.,_ ..; WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. ' �4, . "' ' p MANIFOLD LENGTH, Lm 20 FT r ___ I 1 ,ter. Il //!�) _,_.,m . _. _,.__._ _..__. . ._ ___,. ._ ;._.,,__. -_._ _ _....... .. _, 9. REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC I �� / DISCHARtGERATES i5 SYSTEM COMPONENTS. . -.".. I' O rrY I 2 12 10. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES. i �� 1� PERFORATION DISCHARGE RATE, q= 11.79 x Dp x {y� 148 GPM (''N) (�^�/ Master Bedroom Q LATERAL DISCHARGE RATE, 0, q x N 6 4f GPM __._..•..._ ..__ Foyer Kitchen 1 1 -,.--m . THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN I' 1� l -_I - ; Bathroom Bathroom i f_ 1_ r......... .........., SYSTEM DISCHARGE RATE, Q, QI xLn 39 GPM I Betbroom SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. LLJ 1 : ._.._ ._ ,.. ..__ : _.. # - - - •DOSING CALCULATIONS 12. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER ON-SITE OR I , ,, _ - ._ _ _.-__ _. - ....- ' M-w- " -- I_ SEPTIC ! �� __._ _ _ _ . _.,_ .._._ Uti/ity/Laundry Room TANK MAY O EFFECT THE PROPERLIFUNCTOIONRNOG PROPERLY FYTHE INSPECT PUMP O I PIPING SYSTEM VOLUME, Vs 37'GAL A I i- _- __r, j __. . .. .- I ...- _. { s ! `` .I O - DOSE VOLUVE (5 0 x Vs) 185 GAL I I_ LL , r_..,--r __..-- ....,_.xr.,_._-,--_,-..-.._._."-.,, _ __._,____, ___ .. ., ,, __.__�__ � _ r, __.__..-. 13. THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. 1 I DOSE VOLUME 330 GPD2 DOSES/D4Y 165 GAL 'jam I __.. ..-.,:_,._.. ._., ..__. .___. ._.. ._,,w. ._.. ,_,_.-,_._.. _-. .__ _.,.. .._.,. __... _ LOWER FLOOR UPPER FLOOR 14 THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO I USE 165 GALLON DOSE VOLUIiE SYSTEM REPRESENTED - _...,,._ __..... ,._.._..,.: ,_..._..,.. ,__ _.,_. ,_. _..,. ___ _...._ ..____..._.. ..__.. _.,..,. ,,_ ,_ _... LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYS M RESERVE _ _ TYPICAL FLOOR PLAN ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. - HEAD LOSSES hr F /� /� - .} AREA SCALE 1" = 10' ZONING & RESOURCE PROTECTION NOTES , '" _ FRICTION LOSS IN FORCE MAIN, fl 1014 FT 6 6 3 S Q FT _. ._ . 1�11x _...._ _. 1. ASSESSORS MAP 351 PARCEL: 062 �:,. _- . % FRICTION LOSS IN FITTINGS AND VALVES, fl= 0 78 t FT I - OWNER OF RECORD: JANE B. TATIBOUET e_ . i I I i x AETWORK LOSSES, n1= 5 24 FT _._..__._.. -' STATIC HEAD 5 5 FT ZONE RESIDENTIAL j - ;= __.. __-_ .__ ___.____ . -__.._______... _ _..,.,.. . _.__..._. ._.... -__. _ ;_ . _.,, - __ (.._ ._ w . EXISTING GRADE EL. 28.0± - - ADDRESS: 4240 ROUTE 6A, CUMMAQUID MA 1Ift _ _..._ _.,_.._ RF 2 W. \ / ; ... -__-._�-_-- I . AM ., �I � , TOTAL HEAD II FT Cl; -..,-_,_ n _., _.,_-, . , ._ ,._,__... _._,-_., .._,___., _.., _ ROPOSED GRADE 2. MINIMUM YARD SETBACKS: *___M _,...1 10 _ IMPORTED FILL MIN. 29 SLOPE UFRONT: 30'T ., _ k - / EL= 32.55± / PUMP PARAMETERS EL.= 32.05 SIDE: 15' ..., -...,.- _,...__..._ .,. __- .,..,.. ._. ....._.. _._..,.._ ,_ ..._._.. ,_-._.___ _ ,_ __..._ 1-1 11 f + REAR: 1 r E 5 . _-_ ---- j _ I FLOW, Q 39.'GPM ; �<t O r f as ,t TOTAL DYNANNC HEAD 13 FT „. 11 I"�,, I 1 j I I t = 3• C (ARE FLOODING) AS j , _ __- _ _..,. . .__.._ _._..., ;,,._ ._._.... ._ = SHOWN ON F.1.R.MCAMAP 125000�D000 D DATED REVISED I MINIMAL ,­11"I'll CO17 4' I _ 2. USE MYERS MODEL SRM4, 4(10 HP, 230 VOLT, SINGLE PHASE 1550 RRW 11�I �; TY - ACTIVE ' .. 11 N 2 DISCHARGEEFFLUENTPUWP(40 GPM @13FT. TDH1 - _.__.___. ._.._.___ . _-__-,_- _.__ _.._.___ ... .______ 45 MIL. RUBBER ROOFING MEMBRANE OR 4. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN 400', OTHER EQUAL IMPERMEABLE BARRIER AS in j AREA -__ .,. ..___ ... ..___ ..._ .._._. .-.. _....._......... _.. ..._ APPROVED BY �E DESIGN ENGINEER. R INSTALL NO TlJBULAR PUBLIC WELLS WITHIN 250'. o - MEMBRANE FROM EL. 32.05 TO EL. 27.0, "' 6 7 3 S Q FT �` t PRESSURE DISTRIBUTION NOTES 1' UPGRADIENT OF THE RETAINING WALL. 5. SITE IS NOT LOCATED IN A GROUNDWATER OR WELLHEAD PROTECTION OVERLAY "W I I DISTRICT. / 1. i - 1. THE MANIFOLD SHALL BE LOCATED AT AN ELEV_... . _.._ ATroNBELowTHELATFRALs SEPTIC SYSTEM MOUND PROFILE INSPECTION NOTE r AND A A4'NIWM OF 4 FT. BELOW FINISHED GRADE(SEE DETAIL AT RIGHT) .., .. I- 1-111-1.11 I SCALE: 1" = to' FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING - - A ,� ____. _ ..., ...•M . _...__.. 2 ;LATERALS SHALL BE 21N. SCHEDULE 40 PVC WITH 114 IN. PERFORATIONS INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE 10, Q �`Ow I DRILLED AT 11.3 FT- INTERVALS IN THE CROWN OF THE PIPE(12 O'CLOCK BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. Y 1 POSITION) _. ., _.........:....-,-,_"., _.., .. - _ .___.,._ _____._._..__-_-.,,_,..__,.___-,.-..._ _-"-,._„_ ____,._._ __._..._ 3. THE SYSTEMA4UST BE PRESSURE TESTED PRIOR TO BACKFILLING. THIS IS ! I CAP UNIT ADHERES 45-MIL POLY � ACCOMPLISHED BY PUMPING CLEAR WATER FROM THE PUMP CHAMBER - T TO TOP UNIT LINER III=III=III=III=III=III-III= oPsol�-III=III=III=III=III=11L W/VERSA-LOK ma's I THROUGH THE DOSING NETWORK. A 4 FT, COLUMN OF WATER SHOULD BE -__ ___________ _____________ CONCRETE ADHESIVE sae- '.y 1 - - - - - - .'" - - - - -• - - - ._ ._ _ .- _ _. _ _ _ _ _ ._ _ _ _ ,�r -�---- - - -- OBSERVEDATTHEDISTALENDSOFALLLATERALS. - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - TOP of FIELD [ A4 I - - - - - - - - -BACKFILL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ...... ,.._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - t ' T - _.. _.. _. ..... .._.__....,_ ...._..__. _ _ VERSA-LOK MODULAR I.. ,. 4 LATERALS SHALL BE SPACED AS SPECIFIED IN THE PLAN TO THE LEFT. _ _ _- - - - _ _ -V_ - r__ ._ -. _ _ .-- - - - - - __ __ - - - - _^ CONCRETE UNITS _.i 1, 1 _. _.. .._ _, 3 PEASTONE ", , I1­1 48" MIN. ABSORPTIONOSYSTtM� �� 5. PROVIDE THRUST BLOCKS AT ALL BENDS IN THE FORCE AMIN AND AT THE 114" PERFORATIONS `` MANIFOLD ENDS DRAINAGE AGGREGATE .. ....... ,,._ K ..:-,_-.._.,"..__., _ .,,._ - ,. ..,._.,•,,,. _,..,,,__..,.,.-__,..,___ ,.,.__.___..M.,. .,...,._..M.....__-,.,.. .-_.... . .............. 12 THICK MIN. ,ti G �, ,� ��,a r.�v YS r+� . SOIL ABSORPTION �. I BOTTOM OF FIELD UNDISTURBED EARTH OR i, _, SYSTEM DETAIL 7_,, I CLEAN NATIVE FILL 6" OF 3/4" - 1-1/2" WASHED STONE GRANULAR LEVELING PAD Q MIN. 6 THICK SCALE 1" = IO' 011 x 2" PVC MANIFOLD 7 5-19-03 DMB FPL REVISED & RELEASED FOR FINAL BOH REVIEW - TYPICAL SECTION-UNREINFORCED 6 3-31-03 DMB JMR RELEASED FOR FINAL BOH REVIEW RETAINING WALL 5 3-25-03 DMB JMR FOR CONSERVATION COMMISSION REVIEW n,1ANIFOLD DETAIL NOT To SCALE NOT TO SCALE 4 2-11-03 DMB JMR RELEASED FOR NOI ONLY PROVIDE ZABEL FILTER MODEL A100 FINISH GRADE OVER TANK EL.= 29.0± �r VERSA-LOK® 3 1-30-03 DMB JMR INCORPORATING BOH COMMENTS RetainingWall Systems HOISTING CABLE 7 x 19 STAINLESS STEEL 6345 35 no + Ouk*W*,N 55129 2 1-13-03 DMB JMR RELEASED FOR BOH REVIEW TOP OF FOUNDATION: EL. = 29.0'± 1/8" DIA. / 1,760 LB. STRENGTH t61xhro"'3'res cauo�no-rszs Werzmo-ae, 1 1-7-03 DMB JMR RELEASED FOR NOTICE OF INTENT PROVIDE 2 - WIDE ANGLE FLOATS: REV. DATE BY APP'D. DESCRIPTION PROVIDE RISER TO WITHIN 6" OF FLOAT NO. 1: PUMP ON/OFF 2"SCH. 40 TEE W/ CLEAN-OUT CAP PROPOSED THREE-BEDROOM FINAL GRADE AT INLET AND OUTLET. FLOAT NO. 2: ALARM ACTIVATION ILDING RESIDENCE WITH SEPTIC SYSTEM VDATION •: TOPSOIL 2"BALL VALVE W/ UNIONS SCH. 80 PVC 1 MIN. J, _1 a 1 y I I y, !. J ,I PALL * ;' 1 y y 4, ,4-, \il \41v GEORGE FISHER CO. MODEL N0. 560 OR EQUAL - - - - -EL. 32. 0± N. =_-- _ - _ __-_ - ___ - _ ____--- LOCATED AT: 1- - _ -I I I I rEI I�I I =I -I I�I - =I-I I= I 1=11 II- I - 1 . - - _ _ - .. - . -. - _ _ 1.� i "', V: - _,. 9.. MIN. - -_ - - - - - - - - - - - 100 COVE LANE .. .____ __-__� _ __,__-_._ ___._ _ . �'=:�- - _ . _ -. . _ _ _ .._ - _ ._-_ :..____.�-_-_-..-...-_ �.:-...- _ ._.._ _ _ . _------ - -_.BACKFILL _ - -_ _.---- _- - --- . _ 36 MAX. _ -- -- -_. _ _ ___ - K ! -. -._--- - . - _. .. ... CLEAN BACKFILL_. _ ... _. _ _ _ _ ._ _ _ _.. - __ -. ___ _ _ ,. . _ . _ _ _ _ _ ._ _ _ _. _ _ .. BACFLL __ _____ ___ __ 10 MIN. _ _ _--, =s25. � - -_-M - _-_- :_ - _ _. - _.. _ _ .. _... . I ` CUMMAQUID, MA 1. -ESNGW fk. t%6t? _..__. _ ... _.. ` _ .W-, ,; _ . ._ _ ._ .. _.. .__. ._ . _ _ ._ _ ... .. .. . .. ..._... .. .._. _ _. .. .. .. .... .. _ NOf - # t r, 3 - _ _ . E 3 o DE 73 ' P File SE3 40 . -- _. _. .. __7_:-_._ - `� INV. L. 1.1 I "` �n r ✓.,• icy. ."t. ..i` a ,Y x L L. -.i"... .,, y,c.£ 3 r.�.r"'t �... .7' Y':. '�,. ;..x�'C Y ,. -_ ,_-. Y 1 Y g . .,, r. a. r), t Yr 3 9 _... I a . ;. z < .,, ,, _ r.It.r,. : 6 fr C er rh> :r; rr rr �,.,: - - ss,C Y. 1� "+' ..I -.. �.T.i..1.1.,t:,. a:.; Yi. X:, I ..J-. ;F. '{ _7.J. _ ,..,_ .__. J .,;-rf { .< �..., ~a- ,:,..,.>•: krr.,. �"y�,.'i - - H T I I I r-: y� zl✓ 4 � .,Jt ,, 4-.��_.. ,.- � �` _.__. � � ,, >� ,?� 3 4 1 1 2 DOUBLE WA ED S ONE--,., ,:,,a �.. � .tr, _ - � ;., pnJ � PREPARED FOR: ,,...,-. .. r r s r .. - .. t'� .x ,2 ��`F�a ., �"YLY' �'�.., ;a::. t..:;:. 7 i: �-�1t� y�f i 4 -----,� H 4 F R MAIN ,r � . .. .�:..., ,: .. - ,':.. -;_ r 10 -I I EL. 30.60 �- -- $ LEE w _ ( _ - = -) - -�j `- r`�``-``� ��'_` . (,_`���,r.,, -_�-r _ -T - - - JANE B. TAT I B O U ET 1=26.5U. : I I -1 I (- _ i 14 � `-; - / WEEP HOLE IN DISCHARGE PIPE 1 1 I- t j I I I- --I l I -1 I I I I 1-1 11-1 11-1 11-1 I I �1 I IT� . r CtV1L <<s:• 4 W I- I-III-� - ..• 1. I ALARM ON - EL 21.76 1 / V.IV 43".;. .., . _ - 4 9 SCALE: AS NOTED DATE. JANUARY - PUMP ON EL ?3.9t _ _-_ 2" CHECK L L.I ' Brs9E�+�° E N 2003 MINIMUM PUMP OFF - EL 22.84 2• mil__ _ _ _ ,.- - 1 BALL EC VALVE SC 80 PVC ..._ • - 1 --- 3" DROP INLET TEE 00 P.S.I. FLOWMATIC MODEL No. 208S OR EQUALi�f '`FSSp��tK+ 0 10 20 40 80 FEET `. - VARIES 26 0 - --I-I I I I SET PUMP ON 8 INCH CONCRETE BLOCK -I 2" SCH. 40 PVC DISCHARGE PIPE -1 I-I -III-1 I (i 1. _ 4 N. T KFI R ( PREPARED BY, ". ', �;:> 6 CRUSHED STONE F. y„s I t' MI UNDISTURBED EARTH 0 / , -I �I I l- 1 I - s CRUSHED srorvE I I- -- - MEERS MODEL SRM4, 4/10 HP, 230 VOLT, UNDISTURBED EARTH OR 2" SCH 40 PVC COMPACTED BAC LL I, I I I I I-I I -III-I 11-1 I I-I 1-� I I- COMPACTED BACKFILL DISTRIBUTION LATERAL _ _ _ __ n, , 1 Horsley & Witten, Inc. SINGLE PHASE, 1550 RPM, 2" DISCHARGE SLOPE TO BACK DRAIN / / i- I i-I I I-III-III=i I I-III- EFFLUENT PUMP OR EQUAL ` ' Environmental Services -1 -� I-I I I DISTURBED EARTH OR COMPACTED BACKFILL - I_I I I� I I-I I (-I ( (-III=III-` ( I--III-I iii i I' ' I 11' 4 I I 111--1 I I- . 1-1 11-1 1 1-7, , ll TYPICAL DISTRIBUTION LINE PROFILE T ESTIMATED SEASONAL HIGH WATER EL. 26.6 (MOTTLES - TESTPIT 5) TYPICAL FIELD SECTION 1500 GALLON SEPTIC TANK PROFILE - H-10 1000 GALLON PUMP CHAMBER PROFILE - H-10 Ir Sextant Hill Office Park NOT-TO-SCALE NOT-TO-SCALE '' 90 Route 6A PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER A TYPICAL DISTRIBUTION LINE PROFILE B FIELD SECTION LENGTH: 10'-6" WIDTH: 5'-8" DEPTH: 5'-11" LENGTH: 8'-6" WIDTH: 4'-1 DEPTH: 5'-11" LEACHING FIELD DETAILS Sandwich, MA02563 MODEL # HT 1500 BY ACME PRECAST OR EQUAL MODEL # HT 1000 BY ACME PRECAST OR EQUAL phone: 508.833.6600 Nor-To-SCALE - fax: 508.833.3150 Drawn By: AB Designed By: AB Checked By: JR 2118 FJRECEI VED UN 3 0 2003 DATE: TOWN OF BARNSTABLE '# HEALTH DEPT. FEE: O t* BARNSTABLE, MASS. 1659. �b� REC. BY Town of Barnstable ° � CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufinan,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 100 Cove Lane.Cummaquid Assessor's Map and Parcel Number: 351-062 Size of Lot: 1-99 acres Wetlands Within 300 Ft. Yes X Business Name: N/A No Subdivision Name: N/A APPLICANT'S NAME: Horsley&Witten,Inc. Phone 508-833-6600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name:. Jane B Tatibouet, Trustee Name: Ann Boeucki Horsley Witten,Inc. Address: 3131 Noela Dr., Honolulu, HI 98615 Address: 90 Rte 6A,,Sandwich MA 02563 Phone:_ 909-923-7002 ____ Phone: 50 -933-6600 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Part VIll. Section 1.00 (The 100 Foot _Potential buildable area is less than 100' from Regulation) delineated wetland Two wetlands are on property; one _ 25' variance requested previously, This is request for - ` Same variance for second wetland NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation 0 Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the preperty owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be noli6ed by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) - _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [onlyjf no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC igi1 ®i - ■ I 111®- 1®YIr11 SHEET 1 OF 2 SPECIES TO BE PLANTED ON OR ALONG EACH STREAM BANK: II ON BANK(I.E.,ABOVE MEAN ANNUAL FLOOD LEVEL), CRUSH LAYER E INCH AY .I (3)RED-OSIER DOGWOOD(CORNUS SERICEA) CRUSHED STONE DRIVEWAY [i 3)SAND BAR WILLOW OD(SA(C RNUA); DRIVEWAY OF PEA STONE BASE, SLOPE FACING AND ( NATIVE OR . ' ATOP EMBANKMENT, OR CRUSHED SHELL IMPORTED FILL 6 INCH LAYER PIPE BEDDING t (3)GRAY DOGWOOD(CORNUS RACEMOSA) APPROX. EDGE OF BANK 1-INCH DIA. CRUSHED SHELL OR PEA VEGETATION PLANTED I EXISTING GRADE (3)ARROWWOOD(VIBURNUM dENTATUM) DRIVEWAY SURFACE OF PEA _ CRUSHED STONE STONE DRIVEWAY COVER Olt SIDES OF 6 INCH LAYER SLOPE FACING OF 70P OF k3ANK 'POSED BANK '¢ EXISTING BLACK CHERRY STONE OR CRUSHED SHELL 1-INCH DO. CRUSHED STONE i (PRUNUS SEROTINA) t 3dc rI DBH 14.7" ' 1.1 iNV.=2.1.97. _ . . . _ 27 ,; ., » 3 27 _ . . . . . . . 27 2 'jam _ , 7 ' „rc -�:�.•�,t`�'�� Ste, rt,t ;, f,er'� s''h1 u ,a 5 t 'x ::'tw• . 26 26 T V Fi- i FORMER CULVERT >`C'\y`„v! �yl�.i�S 1•,_t `} N-it`j-q _C �„1- IILOCATION •'r`�S-a:r:..">•. }c' S., y' (.I i-i `'{t,' :.t•c: . . . .. . . . .. . . . . . ,. 25 25 \` c 25 25 7 1 -IN H RIPRAP `�� x,) L`,,,•s.�-c �1.. �' 8 O 0 C - ' �t -\ -+ N P SIDES OF 0 STEP D } \ S ' � 1 , r r�,� � -> . . 4} . ., , � � 2 XPO E BAN . . . . . . . . . , � �- _ n,� ,�, ` :a .. �, ..`\, -t -�` E S D KS �,*c ..r. r. "t,r�, • \.�y 8 TO 10 INCH RiPRAP , ,. �•�, -, _ >4- ,>J ('... •-, ,, ,.: ,t_ •' •�, '� •• -- ----- � r+ r :-•(, '- "� `t` >°<`'^t '-s,-< •'C}:. -\l`\ .r •t'"'-�i. t t` :.IaV CULVERT N STEEP SIDES OF � . . - 0 S t T . _ t., , F RMER U VE . . _ . -_ . . - �r G r. N" r \ 23 r of 7.._ �. xP POSED 15 CORRUGATED METAL PIPE L- 1 k,> t.• t - 23 :t .� i EXPOSED BANKS s > t�, ? ti �s-r �. LOCATION 1 W E iNT. STREAM \ .Jl\�'\ \ ''�\� i _ 0 PROPOSED 15" CORRUGATED METAL PIPE L=21 DRANAGE S AL / 1, \a,- y\• �,t�� \-` f , „ -;.,.. *'» s J 22 a' 22 . . . . . . . . . . . . . . . . . .. . . . . . : 22 22 \'�,-- �! ``.-\\''ti r,\•� ,,: ip' •..,...�" �,� 1.. t r �. t _ . . . . . . a r'., • \. r,- \ r- t_ \ ._,r«�='''�= \'\� , \ 'r, 21 21 � , \ \> • #t �r( s 't 'f-.1 t•i. 21 t ,.- , . -.. t;`' \ ', J ,\-, '-,t •'.\,•\'` �./'` \: \ '\%- l. .-. ,%' .Y', �:'-�� -\ .'� 2 `_ t{.' _` •,ti`'l'T)'1-t:_' v' ` : \ % \1 \i�' \\ .a,YS\ 1./ \;'•i. `/ �' = %S\ \ ✓.po X, < 2p _ . . . . . . e�,� �,� \tri \��.\�,. .i�\.,.,,0✓�--'` - t.,.��,' -r'%�\ \: ':%\, -,�y�•\\�:, t' .\�- 20 20 �t\f�Si�,,� _ .1 �1. H � t� ',-• �-,'` -`-s- l7 t\ -t,•-�:., c...� �. ` t•-,t t- ,-•fir\ ,y \..- 8 TO 0 NC � jj -�"�'' �j �'` ,' i.• �r>, ,�. `_ \i� \;i'i �\,t• '\',;;, t•i'y 't,,ti/�\`�:\.,-.�iZtZev':-\� \ �\, � UNDISTURBED EAR7 . . . . . . . . . . . . . . . RIPRAP DIV,STEEP SIDES . . . . . . . . . - . . . _ . . . . . . . . . , u 19 ' 'SYNTHETIC' FILTER FABRIC " ' 19 19 SYNTHETIC FILTER. . . OF EXPOSED BANKS '��,��;•.,;.. 6-INCH LAYER SYNTHETIC FILTER FABRIC iNV.=21.95 . . . . . .1-INCH.DIA. i8 18 FABRIC, .UNDISTURBED . . . . . . . . . . . . . . . . . . . . . ' . 18 t ._ 18 EARTH SYNTHETIC FILTER FABRIC t�" L `I ��� a:." CRUSHED STONE St rt7s S Srr r7`? �u?7,, ' K SYNTHETIC FILTER FABRIC ` ' ;I APPROX. EDGE OF BAN CULVERT PLAN VIEW DETAIL. LONGITUDINAL CULVERT PROFILE AXIAL CULVERT PROFILE , SCALE: 1/4"=1'-0" SCALE: 1/4"-1'-0" SCALE: 1/4"=1'-0" II r , TEST PIT DATA ' iE! 1, i Ip, / ` A f : s \ I t A B- A I L � \. , JNSPECTOR',DAVIb STANTON INSPECTOR t]AVID STANTON r SOIL 1. l EVALl4TOR JOE F N�ERSON SOIL EVALUATOR ,OE HENDERSON ' -�tr rn UATE.' 19-Nov02 i D4TE' 8NrnF02 _.._.. ___..._... .__._. t O » a, *,EXISTING 10-FOOT LONG, 12 INCH 01AMEFER 1� ;,.- � / ,Q T ,: t •,. ,/ 1 - i TEST PITi1�..,fi z r P � , n TEST Pi T JUO. i - CULV R7 TO BE REPLACED W 21-FOOT, d` �: /i >r ..� / E > F t� ,� J _ �n a. co GRADE TEST PIT. , _ � Yam'' , -: TEST PiT. 28.fi� GRAD r _ TE E � 15 INCH DIAMETER CULVERT PPE. NVE - _ o @ O i r\ _ VF/E3,4 �3 i ' J ( - s _. .._ . _ _ I OBSERVED G.W.':MOTTLES®24.5 TI T STAY HE SAME. � - :, ELEVATIONS O S A S E r ..- t \ , �,. _, , OBSERVED G. .•:MOTTLES 26.6 _ r i PERC RATE.:L7 MPl •: v t((jf+(yyIy V l < / PERC RATE,7.O MP , r l f , / , L1cPTH OF PERG./6 / . \ �. •I.I 3W. blEP7H OF PERC.94 fV, r ,._.... s a' ,dt U t� 8 ; TEXT(k?AL GLASS. i � t TFXTUf34L CLASS: I l u r , � 12 CLAY PIPE `i.J .✓,,- yvF 64Vt 5 • l , h' r { - 27.6-1 A f , \ .•_ t / 0.fi EXISTINGNATURALLY-VEGETATED � A _..,.. _., A yI �- , � BUFFER TO BANK AND BVW ``- _ (. _....-•'-- -� � t ) _ / 'F _ , x SANDY LOAM IN , i SANDY LOAM EXISTING BLACK CHE \ / . 10 YR 3!3 „ 10 YR 3/3 1.5° 26.1 r , 0.8 _ .,_..._ _.�.. _. ` PR NUS SEROT! 27.8 •.� s s j< _ .:, 1 __ WF Eb N i � \• DBH 14 ._ -•._ / f , � ._..._._._.__._,.. '-_.._ \ 7 ... 5....,_,.,__...-.,.,..,�..._.....-,....i-,.__.,......_,,.,.__._,..,...,..__...__....,..-,._. ._.) , EXISTING NOR{�NAY MAPLE : I ` � l i SANDY LOAM ACER RLATANOIDES D H 24,6"t�< C AY tSANDYLOAM s rx z K '; xtiy i 2 4 \ •b e 7 t I i ( � \ s , N ry 1 .8 26.8 { a \ 1 i Y.- f ,. _.. _..1 PE PEI4C TEST RK 1`E'..•'T ` 1 '"` ; . ,�t .� tr. OUTLET OF EXISTING BURIED PPE is 1 F•y I IN.AN. b I i d' 1 i rSERVES 1 1 P P T NTH A EI ./IN LOCATED s AREA. , 7.7 M N 21.3 � \ , _ 20.8 � 6.3 : � 7.8 `T , ..$ � Ir0 AS OUTLET FOR UNNAMED POND / /,+,/ ! r •• - - - 1 T a r AT UPSTREAM TO SOUTHWEST. / 7; / ROOF RUN OFF 36' ' i \ , FFE 29.Of Y IVELL TYP.DR ( ) � I I LOAMY SAND .LOAMY SAND - i w f r � c' �- PRIOPOS ...... i t.A K ..R Y ,is >r- � EXI T N B C GH R ,, S GY f F., r',% 1O R.�/4 f ,- Sr / ,tiF ;I 1 OYR5 s 2 1.P- �r / ,t U ; r IN -R TINA _ C'R N E U U US S 0 i i ) R / 3 B 00 i 2 .3 7. D 11.0 17.6 3 o / I z _ K R 1L�>CIA A� GPAI�IEfI?Y 1 7° 11.8" 3 8" NATIVE P r .<" r DBH 9.7",10.1", 3 / � L3 klf 5 - O / TONE SHELLrD aR VEWAY � €. 7 Y TAT 4 � -•.• 1 , t- O EXISTING NA URALL -�'t�EGE ED �� AND PARkiNG AREA `C' t 4 BUFFER 0 BANK AND BVW Q r _ ._._ _ f � •,� „� (AREA 2,042 SF O _ 1 i / t MEL.SAND , �4 j HIED. SAND 1 � /- F/18-17A i �C O,, 8 0� p� / \ ; ; 10 YR 7/6 # 10 YR 7/6 I 1 , i 2 4' : J / r� r Q 12.0 / 15.8 3 Sr;.nr 2rN Ja,,< `l•<t,t`• 4f t ti ° >s 1-1 I.I i 12.0 16.6 F •. ,,, �s i A 2- R 1 1 f ti, /Eii V-3 z� r" WF/li6--1 i 1 1 t✓0 - c nn FF V ti 28.0 1 A f I r /WF 10.8' � EXISTING NATURALLYt (I VEGETATED 8 W BUF E RO q DESIGN DA TA A Ei V,,• FW c ' r ; , -: -. :. -/" ..:. 4 .. � :.. . .'. . ...... .. .. .... ...._.-...... ...__... .,-. . ,: .FLOW FOR 3 BEDROOM HOUSE t t:,' , ., �,. ,z.., :-: •,. r r L L 1 1 •"'S""' _f L� T t r r r.1� � .-�,�Sf 1.�� FINS` a / F WF/,FJi -17 AC[1• � - SINGLE Aso USE. t i 4:ye�t 4ma y. s. Fv, s t S II ANUMBER OF BEDROOMS: _ 14 hs x r J p . i S � ....._ / _:.. . - l 11? GPD/BEDROOM / _. DESIGN FLOW. � _ _ .., , . � _ _ _ TOT L DAILY FLOW, 330 G .,.:, _..,, > , ., . : . , . . ,.•. , .- . '- :; � _ _ 3 0 M D 55 GARBAGE GRIND u T `3, f _ _\\ 3 ra -32 a+ .. .:. ...... .. : .. . .. ., _ _. _.. (S /C TANK OP 0 LL L 5 { - � ELL , IALLA7I CatI�N :r , , >7 k c• r.n +r REVISED PORTION F EV SED0 1 _DAILY_,.200'�6 F : / BVW BOUNDARY uF I 660 GALLONS GP r AAlN. •;',, }�� �, USE 1500 GALLON SEPTIC TANWEFFLUENT PUMP CHAMBER STE 77 `Q .Y l L 'S\ � OlL ABSORPTION SYSTEM,,•,,_.,.. S -. •\ f .. i EXISTING CONCRETE s' ', t: FOUNDATION C,r - � --:SAS � 1._. , 2.55 Q, ry LEACHING SYSTEM USED T ._. _ _.. . " OBE REMOVED DESIGN PERCOLATION RATE'' 7.7!MIN./IN. SOIL CLASS: 1 7 5-19-03 DMB FPL' REVISED&RELEASED FOR FINAL BOH REVIEW - LONG TERMACCEPTANCE RATE LTAR:i µ 0 5 GPD/S F �� 6 3-31-03 DMB JMR RELEASED FOR FINAL BOH REVIEW ( TOTAL AREA REQUIRED-LOCAL CODE:'•_ 6Cr9 S F.- i w.,,...,...,..,_....._.....__.F 5 3-25-03 DMB JMR FOR CONSERVATION COMMISSION REVIEW L AREA REQUIRED TITLE 5:I 6wiS F TOTAL UIRED : ...___.. , � �'. v� ,.� � ,� 1 !,��;�b4ti-f.�i � � � •__......,».-.,_......._..»..,-.»_..,..,.. _..,..,.,..__ _..._..._..._._.,._._._......_., .__. . ...._.,.w ,...___._..._.. 4 2-11-03 DMB JMR RELEASED FOR NOI ONLY I ..........._..__..._..____ ..._.._...__.___._.._ _-.,.__-..M.__.,_ _ _ . _-.__ ___,-.__.._-- .� - i I \ ! t 30-03 DMB JMR INCORPORATING BOH COMMENTS TOTAL AREA PROOED: 3 1 EROSION AND SEDIMENTATION CON?OL �� \ \ - 2 1-13-03 DMB JMR RELEASED FOR BOH REVIEW ` I MEASURES WILL CONSIST OF INSTAU ING ;....,.___..._,.. . �.I \ I AREA 26L x 26W 6T5'S F. 1 1-7-03 DMB JMR RELEASED FOR NOTICE OF INTENT BOTH STAKED HAY BALES AND SILT,'TION \ VF1't�'VVV-2 I ` FENCING ALONG THE LIMIT OF \ ',. �� \ r`` _. ___._. _ _.___..-..•_ / 73lUE/E Lrba; °,i .._.._._..__,.._._.. .___..,......____,._ TOTAL ALLOWABLE FLOW 338 i GPD ` PROPOSED WORK AS iLLUSTRATE) �: ���� � \ \ ;\ \ _. ._. _._,.....w._ .,._._ _.�.,._.._,.._...,_.__.__. ,_...__u.__ ,.._._._..__..___,_ r ..._._ µ._. REV. DATE BY APP'D. DESCRIPTION 2PROPOSED THREE-BEDROOM USE 1 26'L x 26'WAC LEA D FIEL I _- --,,.- _,«____.__.,.___,.,._.a,___,.__._..___. ,_._. .,___._ RESIDENCE W ITH SEPTIC SYSTEM ALL FILL MATERIAL ASSOCIATED PITH p'• ` ~` j �'' VARIANCES �i THE CONSTRUCTION OF THE vO \ \\ \ LOCATED I sor>, ABSORPTION S/ST�MI WILL t3T \ a�F/� 2'_ I LOCAL BOH VARIANCES TEMPORARILY STOCKPILED N E LOC iON OF \ J��'- / .,.,_......,_.._,._...._..., ... . ..._..-.._.__..,...._.»..__ _.,_ _ ___..}., .__ ..._.____.,.....-.._.,___ ...,..._._.__,._.._, ____._..., 100 COVE ALANE � THE PROPOSED RESIDENCE FDOTF,2INT Wr Fs�i,t- f _ - -•-.. .. _._.,..,..__._ _...._...___._..._._._ _._...___ ED,•_- „f PROPOSED r . .._ 9 a, _.AT •"__.,_._. C U M MAQU I D, MA SURFACE OF SOiL ABSORPTION SYSTEM _` ,f REGULATION REQUIR MOUND WiLL 8f LAWN AREA (NO �' ' DEP File SE3-4073 t DEEP-ROOTING WOODY VEGETATION) r l SECTION 1. -THE "100 FOOT" REGULATION 100' TO WETLAND 75' PREPARED FOR: - -- /' SECTION 9.00-MARGINAL LOTS 4' TO WATER ?4' WITH MOUND i T,JAN B. TATIBOUE TRUSTEE ! TITLE 5 PROVISIONS SCALE: AS NOTED DATE: JANUARY 7, 2003 ' I' k'r F' ___.,..._.._.__.._. K O F I PREPARED BY: r ;REGULATION I REQUIRED PROPOSED i Horsley & Witten, Envy ices NONE y Sextant Hill Office (AMASS DE VARIANCES k'» m ..__.._.____..,._...,._-_. ..__.._.__.._...._,_..___....._....n.,..._....__...__.._..__,.,__.... .. S 90 Route 6A (REGULATION i REQUIRED PROPOSED Sandwich, MA 02563 - f ? phone: 508 833 6600 1 -._..._........____ __.-.,_.....»_._..._..,....w_,. .._....,..__..._-..__,...._.-__,,._.,.... _..__.:.__,..._.,.._...N._.O:...,_N._..E.._..._ fax508 83 3 150 ........... Drawn By: AB Designed 8y: A8 Ctuidced By:JR JOB No. �118 7- 4-, - I ! I� �""_<'_'4r__ "�� / 4�!��5_- -_ - " * , %� - PRESSURE DISTRIBUTION CALCULATIONS PUMP CHAMBER CALCULATIONS SCHEDULE OF ELEVATIONS GENERAL NOTES SHEET 2 OF 2 i�_ 1/1 00#0 R�( I 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION "..,....,..,.�1-1-1-�....�-1-1"..-..,..�..,-,-...,-�-..l.-I...,..-.,-.,-". ,----...-.T-.�,---�'..,..-�----�.--� I PUMP CHAMBER BER CAPACITY C1­­­­-------­­-'­­'­­'T------------- I , TY I - i METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ......-,-"-,"-",---,",-,"""*'"*-,--","-",-,-,-"-"-,-,",*--,,-*",-,""-"""............­­'",-*-,--"^""-"",-"-,-""-",---,- ",---,-","*",-,-,-",-","-,----"-""-,-,-""-"---""-,-"--,-,, ' ' ' I ­-.1 � � 3 - � �_"'_"_"_'__"_"'___"^.........*...*,-,-"--",*,"",",-,-^*"""*""-,^-,"-,""",--""",*,--"*------^"---"-,"*--,""",","""""-,-,-,"",^.......*""-,----""-"",",-,-*,-,-"",----""-------^____1__'_-'_______ , 1.�-,---,..--.--,----.,�---.,--.--.,�........­-1-1---------11-�11--�.-�-11.�-.1--.-,--.,.,-.-,---,.�.......�.,����,-,-�..-�"..-�----�---4�-._­__­-_.1-...­-__.1 � 1 EXISTING i PROPOSED AS-BUILT 1 i I s a i I ��..�l.-�,�..,.....�....�'..�..--..,.�.......�.......­'.....,.....�,...--........-....--.,.�-.-.-.........,.�.......-...........­­__�..'...­.­_'_­...-.1......'­­­ . . ­.'­_.'__..'--r' -.----­­-­.- --­--I I _­_.......- i I . I"'-"-`---"--,- ENVIRONMENTAL CODE AND THE RULES AND REGULATIONS OF THE A ­ i ' i ­J­­_­­..._'__ ' I i I i I ! I I"_­­-­_'­.­--_­­.............­_'_.'_.­­_­'.­............I'�,.�.-,-..--...,..,--.,�.�.�.-"-.��.,�,-,�,-,-.�,-.".�""�.......---..-,-...,.."�-�,-.-.-.",-,-.-,.,-..""--..-.�.......- - I i_1__---1-1-1...I '___"'­'­­'_' I I I I � T f . � � I ll.-..-,--,--,---,,--"--*,.-"-.,-,-,-,-"1-1-11--I.........__'.__'_...'_'._'.__... --------______'.__ ...�l-..-.�.,--.�-,�,�...-�,--,�--�.�,�--�'..-.-..,-,-..,---",-.,�I I . 11 1-11--.- ­___ i _' I - 29.00 i � i t i _tMth6tkdV'­'�F �A_dt')�- �-uij�ttd........­­­--'­'­'? -'­'l ..'t 3/8" NATIVE PEA -_ , , I ! i BOARD OF HEALTH. I . I I i i_____---..I.---.----__--7-------1-7--_1__-.____.____.____-_--__ ' TOP OF FOUNDATION 1,' I z 1�.VtC­ ..­­­__________1 $.�.-,.�.,..-.."....-.......-,..,-......­...'­'­­'­-'­­­�........-.....­­­­......- ..,..�..-...-�.--...�....'�l-.-........"�..�..�.-I........ ___1 -..-.-.�..-..�..,.�-....�--.-.,.I ��) '<� R E"S ' t--,---,--,�-,--------- �,--,�--------�-,.---.,----,--,i j 1,............'--__-_­_-__­_­__'_ f � i ABOVE WORKING = GAL. i . ­-.11.1-1.... ' ,--,---,-,--,--,"---"--,-"--"------,--*----,----,--,-- � , I i % I 2 3 � I � i , I � _______.'­_" _.".._..'_­.!' I I - � i � I /r- '/ 0 LL, [)PIVEWAY , 0 _ ............­........6,-.,�-,-f-".,.,;-...�--�....�-.-,.---�,�..-.�--'-i 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD - ---.-. r__­_...��.... _._1__­1_._ `."") '�' . - � � ; i I I I ; I i "I I . ; _'%_%_._'_____"'_'__'__.__."' SEPTIC TANK-I L f f 2 . 01 I , t i '"­-.1-1-- 1� I I .- � ' �......­­­ t.­'_t­� ,'_Q'4 , -KING AREA �­__--_­--------I---------­_._______.. 1-11...... ---__'_­___ ____1­____ __­­­-__ -I-, ' _....._11.11-11-1 ­11.1-1...'"-'--,I....... ............... -- -- -ArA'P,tf-.-.*-'-.-.'.-.'.--.,_,._[.,___, I __ ______'________.___1'("'_____'__' '_4____.11______-______'-____? OF HEALTH AND THE DESIGN ENGINEER. � I AND � ..----'=' __---- _'__.____'__'1 f 1 ! i �____ -._--_­..­.-----_- . __--- _----___--_-- -.-,.--�--.---.,--�-�"."-.,.�', 1� � � i 0- '��- -PAR � PERFORATION ­0�--'].......-'-O".2'----5-1........ I _11-11-111-111 �--"-"""^""'----'--"'-'-"�����'� _­dUfftT` .8 �� �.--..,-,..".--,.---�..�l.-I�.-.,�...1.­___....­._.-­1_­­­....1-1-1.�'..,-..'�'..-",-.,.-�-��'..I-__­­_1­_­_.­11.1-­­" ? I ,I ! ! '_'4'____........._............�,-�-.-"�t.�8,�lt...-,..--..,-,�.,--.,�".--,-��l-I..".-.",-�lI � � I ; I . , - , .­1._.­...._-I.---.-......­_­ I . ...1-1-1.1--..........__­­'_­.......�.,.,-,�-�-,--Fuuruff.-�--------,-- ,--, ------ '_" ' , - .. ,��.,-�..�.--��-..,.-.�,--�.,---,---,--.-- ___"___"._'_.. - , ._1.1_'..­.__­­4_ .'_'_­­­._­_­­1._­._'_i"'_.. -.1 [�T !��,GE BETWEEN PUMP-ON & ALARM = ,, L. I ! "' _""""',­...­­_­­­_­'_'^__­'­ 1_ hw=! , i _6F�'*j_G'_A­­"'­__'_­ � I /IV I 10 / � _" i �....-1---1--l-__'. .1...1-7-7-I--......-.1-7-1-1-- � DISTAL IIV-UNE PRESSURE, I %FT (25FT MN � � PUMP CHAMEIth-INLET...""""i 2 i i. ­`­(AREA-2,042 SF) , I I j-, 1_"­"_"""'_­"' � ..... ..." .,." . , I '__._'_ ,. " , - 1.�'..�l-..,-,.�.4,�.11.1-1-111-11'..-,.,��.�.-"�.,--.-.,.'-.�l-.",,�,l,..�.",-..",�-�,,�T-.,..,-,..".-,�-,�-.,-,.�'i 11.......­­­_.__­..............- -...­­_�.........­­­'_..__._..'._­ i__1___'_'_­_____"'­ zi </ 4; . ,*­­-4­­-­- (::��' ,I - . CHAMBER ! .6-4-1__.';_-_­............____­_.'_-_' ,3. USE 4 IN. SCH. 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE _� : � � i I ; I'� -5-- f'^""""-",*-,,"""",--"-- i� . i I .........uu,- � .33i ­T­­---­­­-­-­' ,--�,�--.-.-..�-.,�---,.-",�-,.�,�--�".,-�,�,-.�.�----� __ _ -­.-_.._­_-'.__'.____------� NOTED ON PLAN. '�'/_ �� ' / - �_-­­_­­­.......­­­.­.I..-.--"-.--­­.--_'_' ii it & 21' �­ �­­......_,­-­-...­.........--�,�.,�.1-1�'..�,.".�,,�.-.".�.......---.,-��,,�,-".--...���.''...,.,�-,---�"",�.........­­­..............­­­­­.....--l.. 11-1-1-1-.1-I., I DOSE VOLUME = � 220 GAL. 11-1-1-11"---"-----"--,---*^"-",*,-^,-""----,-,---,---"""-""---,- �, . i-__.____".'_."'_ -.........__.... � n '�_ __ . x � f..-,.---.-"-------11-1- w ­_'___ 'I'-------- '��wl. =, � � I I S 5!�FT i i PUMP OFF� , - .T�ll.,�....,..-.,.",..'�..,.....�....,.�.........-1-4.........___.....___-,...... .......�",...�.�-,..-"..,..�.,.�.,-..",-...-.�-....It BACK-DRAIN 11,)LUME = j _­'­'­'__" '_'­'­'­ '_'­­.........*--"-''_­_""­" � I ! _.' ,; �.......�-�.-�, I--.�----.','�'-I----,-.--.,..-4-.I�-,--.'---'1.-.I..­--I......I, ----­ 11A -1.�-.--�--.,�."�.ri-,---,,,�--.' t 6 I POW'6k 2i4l ; I - - , � I I I _1_­_____'1___-__1_____'___1-------11­ �"""-,*"--"--,"-,",--,-,-","",-",--""", .....'­­FUNP...0 5F....... - � � -___�'------I------�-,-..�-1-�-,-.-4-...-..---�.��.�.--�.-,,,-,.-,.-,-----,,�-----,--.-.�---��.1----�-JI 11 '�------,-.---------.-�------,----.--..-.--�--.-�11-1-- '__'____'_­____ _ ____'j77J'dA_C_._____-,- � I � PERFORATIONSFACING, I _"'" A" .1 r"" " I., � I ". , E ! t � i ".-"-".-r�,.�-,�".-"."��,.�-11,1� ( 4. DWELLING TO BE CONNECTED TO TOWN WATER LINE IN COVE LANE (EXACT _­_11­-.'._­.­ T�1.1--l..�,,�",--..,-�-�.,�-�, ­J1_'­1'­:'.._"._ ., I � , jr­'1___'______- -""- '­'-`­" 24.761 � I I __ i,.,--�'..'�--.""--,,�..-,...�.�-...,�--,�-�.1-�-1111.1-.!,,-,-,-.--,--:"__1-1--.;,,."-,-I......_1 �� _11­1� i i---,..�--,----,.-----..---.-�--,--,--.-.-.�----..------.I i I "�_"�' LATERALS f i � i i LIMP V �C&A��' 259�GA L. I �GAL. ...._- ..�............�........�......­­............­­.............._.'­'­­_­­..­­­ - . 11-1-11-1......�...--..�ll.��.....-",.�-...�.,�-,�......I-—----...'....'­.--- ..jj'..i61­...........................�.................. LOCATION TO BE DETERMINED AT TIME OF CONNECTION). '�. "'___\�" I / 1.-­__1_____'_­___''--,---.-"--,��-.--,,-.",--s-l-.,--,11-1- -1 ........= ALARM � . I . . I ........I.........­­­...­111--..........f-'.-......_....._'..'.'.'_­_ 'z ! � .........I 11 I � ."'-....I.-11..--1-1-1--l'.--11.........1-11,-'__.-.........___.........-,_._...,__'11.1.1-1-1111---...11-111.11.111-1-1-1-1-1­­'­",.......__.....__" -"_.­.­­.'­.'__..14 1.-1-1-1-11.11­4 ; !/ " � �'-.1-1-11-1-11.-� I [---I.-.--­­--­.­­­ .......­­­ --.-..-.-,............­-1-1.-­-1-1- 11 ------.I-,..-- I .1 I[_... LATERAO t . ) , , ; _......�......._..._._..___'. , , � I . S, ,.�....1._1_­.­__.'_.'__.._._'.' "'_'__"'___-----__......___......__1--------_--------_____..... 1"',­­--------I---"_­'­".___ / -1 i � � .1......--._­___'___­.- i""'Ji"W'� - i I 'i I i i il......,.-.�-1.�-.11-1"�..",--,,..�"I....,�l.-,,.�l.,.-�"..-...'�-,-.--�......",--..-".......,.,-,. ,-."..-,..--.----l.-__-___.__-__.­1­� 3 _"_"_'_.'L"_.."_...... ._'_.'"__ ..1-1--i : __ -"-"-"",""",-,-"""",-,, ......If...­--l-...1-i-.-1-.1--l".. .I...- .__..._. i � i I i i ...__­__­­­­1.r -�.--.--."�..�,,�.,�.----..�-1-1-1--.-,�i I �/ I .. 24 f--""*,"--,,"-",,,-""-,-*"-""-",*-,--",,-*",,*,-",-""-""",--",---",-"-,-""",-," BOTTOM OF � k.66, , __ __ -, I i VOLUME REQUIRED = 846 It GAL. t I...--....- .'._­"_.____'­­'_.­' ­­'l --""'---"--""- ; .�k i ; 5. THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH I- �_ � � LATERAL SPACING, Ls=� 41FT f � �1"_____________1-----------'_1____'1_1__._ 1--l-1-1 J.-I _________1__-1-1-_______._____-_11_-­­­­­- BREAK ...... 3 . __ • SI-111.��.-�."..-..'�."...'�--�.�-,-",�..--,.,............-........................._­'­'­_­__...'_.­............­­........._._"__.'__........._­""' ­'­­..._____�................. ' i A GARBAGE GRINDER. 11 --1-4-1-I'll-­­...­1­1 � . / . I / q � I ) .....�.�l.-.,..�,.-..�..'�,�,.�I.I..�l-.,�-,..��, ­­ .. _. ,..- I . � I I I I 1 , ! I , �­......---..-",-.-..-,-.-,.�..-....�-.--...,-�-..�-..--,�.--_.,-._,_-.�,.�.-,.".-..-,- _­­­_­__'__.'....­­-.-,,,,�.-.-.---.....-..,...,-i-----,-,-..-- � ESHGW'!'-"-""'"'-"'"_"'_' I , ill-1-_____-.-_-___________-------_-1-1--1...............- __.­_1-7-- --__ __--­-----.-1.11-----I--.__ ..�'. ..�.1.111,�.,.,-.,,�.-�-.�"...�-11.�.,�-...,.....-."14.1.11,��-------,----�� -�d.-6 `­­----­-­­­­­­­­"­.__j­._­....­­­­'­_.._.'_.­'_ .,.,..--,. d � � i . I ,1 2�IN. I '�- 24 "I LA TERAL DIAMETER Ld=�� ! 1, I-- 1*- ",-",*-"-",----"","","",-,-'"',*"*-,--",*- *.......­'_-"""""' I ! '._"__'___""__'___.' , � "I � � ,,PSE 1,000 GALLON PUMP CHAMBER i ,--.�,-..'���..-,-�.,,-�.,,_�...-,-�-�.......�--�-�.,."-.�-,-.,-..,--..,-.-.�-1,1----,--L�1-1-------�ll.�,,�-,-.��,.-",----�� 1.�.-I..-..j�",--"-,.--�--,---,---�'ll-'�.-.,-.,."j I I " - � ' LENGTH 21.67FT i, .�....�'..�.1-11�'..,.,.��.11-��l."-�........_'­.__­1.1_.­.."____.......�......_­__'­'_.­..... ­­­.­.­'­­­­.........­....­,.,.....­­­­......1.-.,..�.-..--,-,....-�.,--"-�� 6. ELEVATIONSAND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON FIELD I ' ' I - - ' 11 1 � ��l.-..--.-,-,-,-.-.--�---�-"--,-,..-."-�-.-,-......-"�'..,--,--.,"..".--.-.�."-"�....­­......�",--.,--.,��..--,Zz-��,�,.-""�,-%..��.-..,".,.,---�."-- , . I- __ �1-1-11--­1­1__1'1__..____1­'._1� - I . � 3 I ,6 , i '\C - H4ZEN­W1WAW COEFFICIENT, M=! 1W � 1 - . /2 , AR � , i XTER, NYE & HOLMGREN, INC., OSTERVILLE, MA, DATED I I ,--.-�-.1l.l.."--��..,.--...�,�1--��l.,--.--�.-,�,�..---,��� --�-..,---,�l.-.I- --.-k- , 1 -�f­--,--.--," ----,.-"--.- , I , -, -� . - � C � � k i I ' I 11 I � 'j \ � ANJAEER OF LA TERALS, Ln=1 � I _'. .... :. i I � , - L_­.­_­.........--,--..,--,.,.,---�,.-�-...-",��lI­­­­'_­_­___1­�­'__­._.."""._'___..........__.......__'_ ' I � ., .. - I......___ ' DECEMBER 19, 2002. 1 A r\- ! --.,-.-.,, . � � GARA G ­­�­"...........I­'-'­-'-­­"'­T'­"'-'---- ­i I I I i . � I � . 3 I., . 'I, I " I �Iiii��__'_­­.._...............­­'_....­. 1111-1--.1-.........­_'....­........._­­.............­­....�."-....�.,.-,-.......�..",.-.,...�.1�.�'�""_­......__'11.1­111....I.............._-,"'..'....................­1-__-.____.__-­_.1 I I I I , __ \ I I , I I ? I ! ! I " X�r/ � , MAIN AAO MAMFOLD 1 t ! CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION - , ! i i 7. < . i'.__._.____..'__.......7.7.."_.........._'__.__.-_._..........._._........._'___._--'--__'-_-'-.'___'_'_I--..,.,,-..-_'....­_._­_--------_.­._1.­11­.._.1....-..........­11­-1_.­_'­._1_­­ 61 . . _�/ I .. - , I 1_'1­_-'_-_'.­_1 11 . IFFE 28.0 ! I I I I . \ � I I C-3 .. ; i I AT 1 -888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES NECESSARY TO I " ' / . \ � 1, - 11 \ � 1--l--,-.�-..-.-.,-.--,.-.-:,-.---------�,�--l'----�---------�--.�-,---...�-..-��l.-.�--.�-.I--.,--.-..- �-,--,..-�-�-�,-"�.�-.1--���"-.., .�-".---.---It.--.---�,�1--i, I I I - I I k / i - % i i . FIELD VERIFY LOCATION OF EXISTING UTILITIES. -1-11 I.I..�.-,--�,-,�",�,.�,�.--"--",,.-.-"I -111,11-"�".-"-,-,.-.,-.-.,-,.-",�-�,- :;��I / ,(�) - ) \ . , \ FORCE PAIN DIAA&7: ER Dhm- 2��IN. I i I " , �-..-.,.-,--"--,---,.---l'.-�--,-.--�---------.-..-,"-,I------1_______._1­1__­­­1­...­-1-111-1111-111- J i I ' I -- . 10. 8 - � 7 r" I i ; I- \ LENGTH OF FORCE MAIN, Um=� 35, FT Bedroom fia 3 , / - � I i . `� ;�k r"­111,11-- -,-,-'-^ -11111--,--,,-,"",-,*-"",-,-,-- """ _­"­­'­ "",­-,­'_"'_""­_......_+____ __' 1 8. PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS "I �' : MANIFOLD DIAWTER DM=i 2111V i � � .I A .,-,�,���-.-�-....��,.�.1---,.�-..,-."",---..,�l!.-.."�--�-.11�.......i Living Boom &-droom No. -0 I � (01 1\ � i Dbdng x6ow I 't , _ _ w -�................ I I.- 3 _"___.'_._.-_- I A:�Vl (k 11) I - - _:�. - / ---""",-,"-,---"-*--,-"-*,--,,--"----,-,-"-''--*--*",,-,"--' ---"",---,,-,-,""",--"--"","--,,-"-,--, , . ..............i, ",-,------I- -11 WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES. � I . . 11 1, . ' =i � : 2 i _�_ \ i .1 1� 1119� N - �' MANIFOLD LEA1GTH,_LjP_.__,.__--­__�d­.'_'._..1___'­­ i ..,-�---.�-��.-..,-..,------...-I i kl - / I le ,----,---,"",,-"-,"-"",-,---,--,,-^--,-",-,,--,*,-*,--,"-""-"-""----""'',*,-"-,--,--,- '­__'_ _."'...I I—- I 11 I _�­­­.. 11 _x / / .11 I ..' � � i t. I k, I - I IS "'. i � ; � i I - I 1 \_ 9. REFER TO SITE PLAN KEY NOTES FOR LOADING CAPACITIES OF INDIVIDUAL SEPTIC � "I 11-�-11.11".-""�-."-,�--l'�--l-l��l-..".�1.1�......il-I.-I.I.-.....I I -...T'­"­_'-.-...._­­ I I� / � _1­4._____­_­--- i I - I 1� , " � -� - �t§-----'-----------'-""---'--'-'--""--'-'-"�-- I I ; � � I i i" I / / . .� . "I ibi§ Ak k ; i . . I 1-�--l-1-1-�.1--�11--��.�.-�.��".----,�.----.."..-"---,�------1--,-%,."".-.,--------,-�-,.,-�,-.,.-.--.,-.�-.",-...�......�-a4,,-,-..-",.--,�-,��-,��-11"1-1----,�l*--,----.----4 �- � I i 0 ,I / .. - . "I '�� I I . '. � i � t'. � I 11 i . ! 11 � 0 - 2/ I ­11_1­1­11 ...-."�.-.�,.-."�.,-.,..���.�".--..",--...��..........�"-�.",.�,-",�.�-.--�",-,-..,-".�."-�.-�...........-,---,-�.I.-I.I.,--,-,.,�l.-I...�.,��1--�.............___-_'_.11 ­­­­­-­--4 , I . /I i I " , 10. ALL STONE TO BE DOUBLE-WASHED AND FREE OF DIRT, DUST AND FINES. . )p 2 X(j#112 =i � � fil LL_ / �' - I i PERFORATION DISCHARGE RATE, q= 11.79 x(L 1.46�GPM . i I I I � i / .I- I . ; &-droom 1-1 t-1---,1-1-1-111,'__"­­I-I'-----"-____'_'--I--" ­­'"- '--' " - - " j--"I-1-1-1-1--l" -i mairter - < � LATERAL DISCHARGE RATE, Q1, qxN= 6 41��GPM ' i Kitchez? . � z ,---,�.--,--��ll.-�-1-�-��.11I.-I-11-1--l'I.-I-I.-.,-"�-��-1-�-�..,.--,--,-�--�.".-.",.,,--- ­-1-1-1- I I 11 _j ;!'_____'11____­......_ I �'__._� -- __ - -.-",,.J"-"---",�-�-..JI mover 11, THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPANCIES FOUND IN N / ' Botbroom I I I ----. ' I....� '� ; SYSTEM DISCHARGE RATE, Q, 0 x Ln=I GPM i i i so throom I �_ ; i i Botbroom . -4-- � � I- ! SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER. -,-",-""-,--"-",-,-,-,-""--,.......---"-,",-,-,--,"","-,-,-,--"--,,,,,-,-,-7,,,�.-I).�......--­t­­.­­4-­­--­, - --­­� I � ___ i � ; i /. 11 '­_____ Lu/ 1", I 3 i f . , I i _717t --i", - I ' 1--_.___-__1-._1_-_1_1-.1--.-...-�--..-,...-,.-,,-.,--.--1--�-.---.----.-,--.�--,---.----.----.---,,�-11--l.--,.---.-.-,..,.---�-.I..-.-,",--,�.,.--�------,---'-41--",-" _+_1____"___..____ . . . I I I -a � , , ; 11-1---­-----­­-­­­' 1_11___'__11_ 1-1--l-111----,----,-1--ll-,---"-"-_1___1­­­'_.'__ 11­1_..­­L.__'_.__'_ '�_______14_.___1_._____1 V_ r �DOSING GALCULA 770NS i � � ( - I :�� I - t ­­­ , , / 1� '.�' I; I - / I � ; 12. CHANGES TO EFFLUENT FLOW, GRADING OR LANDSCAPING, EITHER ON-SITE OR ; ' ( ­'_1_..'_­­_'1_'-j1_­_ � ..- I r.- - __ - /! i i 4 : f p� t______.'_. ___ __ I �'_ � � j i ADJACENT TO THE SITE, OR FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC ' . t � .J1�' i , _ - / I ____...... -...i__'_'__ .__._.___t..._'____.._.'.­___ � r---�.--.--------..,-,------�..--------...---------�l-..---.-�-----�...---"--.,-..--,---------.---,----I ­­-------1 , 1-1,111--r- I � I 11 _'_'_'-�_ UfMylZaundry Room TANK MAY EFFECT THE PROPER FUNCTIONING OF THE LEACHING SYSTEM, �1 I e . '_� -, If<; , _ 11 10 i PIPING SYSTEM VOLUW, =i 37;;GAL I i : � i - i I i __'_"__�._ ..1..1_ .... .1--... -,-..�.".� I '_� I 11..........^...................................^-,-,-"-*.......*..........._­..........__" "",-,^...... -­_.............-, . ;I 0 / , p i 1-1 DOSE VOLLhE (5,0 x Vs) =� 185 i GAL ; I � -11 I I I / f - S ­_'____ '_';_' I-,,--- ; -1--41-- . � I -_1 f ; - L INSPECT AND PUMP THE SEPTIC TANK EVERY 2 YEARS. I- I r_"'_'­­'____-------"---------,-------,-,--,---,-,- i;� --­-i-6-5i&A_L_;"_"'�_ --'---- ---I -.-f\-i , I / DOSE VOLUME, 330 GFD2 DOSES/DAY=1 , - i __ ✓ it I �-.1��....-�-----,.--,,.--�.-I.-----,---.,----...l.--.--,,---�l-.-,--.,-�-11-----.,.�--------,-,�.---I.......7-7--l-7-7-...,.---.-..---.---,..-��-I.I.-�,��-�..-,.�,.�.�-,--",..-,-.�,�.-",,� .-I.I.-,---1-�l----"i-ll"-,--"--,�'-�-��,�; � i � �_ ; � I � ,I / ! i ! i I I �,-�"..,.,."--,,.��.,--....,---.-,.-.-..�-11-1--.�I-----I.I�,�---"�--l�,-�.�-,.,.-.��.".�l.-,-.,..-..--,..I..........­­__.'­_­­.1_._____.� � i i i � ( A �'! ; .I'-.,..---1-11-11.1.1­.." 1- .1___._­.­.­"____­ LOWER FLOOR UPPER FLOOR I � USE"f 165i;GALLON DOSE VOLUW 1 14. THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO I � i GE DISPOSAL SYSTEM REPRESENTED i 1 4,�,,.-�--.,�"-,...,.-,.--..---.,�,.-.--,...---.�...-�l-l��.111--l'�.-I�--11,"--.-,�.,-.,",--,.,�---...---�..�-.--.,",-",.--�-I..,---.",.---."- -"",-",^""�---,--,--,--"�--"�,.!"-,�.....__.....__"_'"__""'_"_'­__'­_ . � I RESEI _" ; i I � � �V/E - : �' 1 4 i -I . I ; ; , ,\ i -I.".��'. ...;,.�..'�-..,-���,,�', ___., _1 TYPICAL FLOOR PLAN I I - / i ) i I. �-­­­­­­.......­.",­.......­­­........�.........-,�.,.,.-.�---.-_,....,.-,..,-,,-,.--l.I."....,--�l.--.�--'.1.-­_­'­.­-' -__---------_-.1,1411, ON IT AND SHOULD NOT BE USED FOR ANY OTHER PURPOSES. �11 I i,HEAD LOSSES T 'F'_'­­_" -1.1-11111",- � ,-,-,-,�-.-.,---",��,,�-,.--.".-,-,."--�-"�",.�,-..,�'. t i If j � I` I '___"__'___...__'_'_"._____'__........�......__"________._--- ---�l.---�.,.--,�1--l-l�,��-�.�--�",--�-��-�l.---�.-I-4-...----"-.- 1 I' " AREA i I --i SCALE 1" = 10' . ZONING & RESOURCE PROTECTION NOTES ' ,, I i � t r1i �" � � w ; i I , i i � -0 �� I - "I--,�1--l'...",--."--.��---.-,-----�",,--.."-�,,�-1--��1--�-,..---,,,.�,�.�'...",-.-"-,-.,.,"---.-.-,..",.--.-.,�-. � � ; -�".-;-�.",�---,-.."-�4--,--------�l.-il.�---"-I---­1 I , � 1 ! . i . � 1p - � FRICTION LOSS IN FORCE WIN, ft=i 1.04'FT � : I ' a J, 6&5 SO FT i_'______________-1--l-I _11.7-11.____ _1-1--l- 1-11...... ' � ­ _�_' 1, ­ � -*-""^""_'_­­d_'...­­­.,...,�.-.-�"".��",-,-.t.�-�"."..-,-�-.11-�� 4_'__1_-.___11 ­1 .�: '_1 I !I �' � 9 � i VALVES 0.781FT i . - - , / FRICTION Loss IN FITTINGS AAb'"" � � i 1. ASSESSORS MAPS: 351 PARCEL: 062 4 . ­ , ." � ; 11,11 , �__ a 0 4 X fig g V'j I . "11-11-11-11-1--l-,' I , I ., � _'1_1 " '�<;' .";.­1 *�l.-..,..,.".,.�.-I'll.�.-.,�.-��11--�1-11--,--",.,-,..-"..-,-..-,.,".-...-..".-.�I.......I".."..-..,-,..".-.."....,...""�� . ........ 1�­' � '...­111111-1--­�­....................-._._1_1_­.1­_­.'_­."' '�� � � � i I � I ! I , I / � I � � I � � _i"'_ � -I i � OWNER OF RECORD: AN 8, TA I I �� . . I I _1 '. 4 ..y_' I) � " I I I i -TIBOUE i 1� -- I I I ; NETWORK LOSSES, d=� 5241FT i 1�1 I_1111.11­--,..,---.."-,..--.--...,...-�..----.".,-"�..---,"--.,.""�--l"-��--...-.-�..�-I__..'11'_­._____..'._'1.II.-I.Il..-,-,.",��,�-11�-�..-,.,",�-___-".�.��,."-,.--",.,-,,-..-,-..--_­­.­_'.'..___.1_­.. __._1_.'__� I 1� - 11 / # _/ ; I ql------, . ADDRESS: 4240 ROUTE 6A. CUMMAQUID MA I � - I ii�f I i STATIC HEAD=� 5.5iFT I 1 ; J�u � I - / ## . ,;.--.-I-_--.--.----.------.__-1--_.__.-____-�I----�--.-,,-,-.-...�-------.---.--�-,..----,,--------,--.�--�-,---,-,---.....-.-��,."-" '_____'_'_.................4--------*,-,-,---...--.-,�.��.,.--....��-,.-; i - RESIDENTIAL - R � .........­' . 11 010- : I : i ZONE. i EXISTING GRADE EL. 28.0± r� �___ ... I ��P. '� I / I 11 4 i � 1 4 TOTAL i&b';�T 11FT $ 1 � . I I tll� � - / L___--------_1------,.-.--.,.---.-.-,.-.-1.1.----.,.----"I-----_-_.-__-.___-___.---�� -,-------�..�ll- .'­..'_ ­J _� PROPOSED GRADE 2. MINIMUM YARD SETBACKS: _­________ � _t i --,-,t----,,---,.--.,�.-,,4---�.�.-----.-.--- +-­­-­'­­ , i 112t 11 i "o - � : I I *,,A � 4 � I. i IMPORTED FILL - w / i � � MIN. 29 SLOPE I - / / ___'___' _.'._'____......_ 1 EL.= 32,55-t M il­­­­"­-­"--",'-,­''-­,1­1-1-l"1'___1"­_"1"_1'1­'­"'",---"--"-,-"--"-,-""-",-",--,* Ir­­­"' -1-It''�,�"--��--�-,--,.4---.�...,.,��....-.- FROM 30' 1 � ­1 u I \� - / M / IRMPFARAMETERS I i , , ;' EL,= 32.05 �. 1w ^1-11 11-­11-1-111 1--""I'll""'--"-",'�'�?l�."...�"'A-.-,",�.4 I-I--__..........-L'__.......- i -----_ 11 � \ / iw � F_'­"""­"__­""'__­"---",-,--^.................*------------­'_"­""_"_'_"­ I r -,,-,,,-;,-"^---""*,.---.--,I SIDE: 15� ­p ? i r � I _/ . __: '��"-77'77- ! - I ,.a I I - . '__1 � -., � : , R: 15' to I " I '-_­.--'­­----­-­------'I --'--------'-,-,--'-"'--'-'-'-�"'.,.,,.,.-.�.-I.....�.."-...�.-.-,.."."...,-..-.-.�-....",-,-.�--�l'.�...___.- j___.........�..........___'__'.__.._� ­11-1,­ � 'q , REAR: \ / t � -,__­"­'_ "_ i -1 f_'� - I I �\ a � - FLOW, Q=� j�l dr7vy i ! "1111= IV& __ I., / 1 7 ", 77 ��'W. \ �D 13 -V � I 1/2 71".11,771 7 p 1---.,�.-.�--.---,---�----�11---.,----,.�-...,---,.--..:I-i--,,-.-,,-..,.-I.-.l.-I-.-��,�---.--,�",,-..'�,�l.-�.I.I��..-. ' ­­,"',­­'_­­1._..._'1 - ­­­ ­ w I � , . i , - - co / TOTAL DYA14MC HEAD=' iYl I--- i a ,I . - ill� I \ (O . &� i �.,-,,.�----�""--"-.-",...-.----��-,----,,-..�."I'----�--.,-l.��-,�-,.-.--1',-,�--,�l.-I.1-1.1�l--.,..",".-,-�.-�----,-- --,.,,-." ,---,.,-,�,�"-l-----,.�-I-l'--,T-,-. �-.,--.-I V EL.= 26-61 1 i . , � I ; i ! ! i i 3. THE LOCUS IS LOCATED IN FLOOD ZONE C (AREA OF MINIMAL FLOODING) AS = ­_1...11........._.__..1­_...._' � I I I __1 I % I I 9­1-.-.I- .-I.- _.-_._.._111.-_­ -1...-1--.1....... �...1­1­­''_.__"__..........I......'­'­.­­_­_._1....'­ I ex _._.......�-�.---,��,,�l-....-..-.�-.1.1.1.... ..........1.1-...,-,..��.11�..,..-..�.I.I.I��'.......�.,-.�ll,�.--�.. _­ ; . f ' . I W, � I ! i I SHOWN ON F.I.R.M. MAP 250001 0001D DATED REVISED 2 JUL. 1992. i I 00 4' aw t - �USE MYERS MODEL SAW4 4110 HP, 230 VOLT, SINGLE PHASE I&W RRW i � i M � ! . - � f i � I - to . T . AC IVE a I � -DISCHARGE EFFLW-W PUMP(40 GPM @ 13 Fr. TUf . i ___� � i2 i � N N � ----I"'_­­­''I'"--'"---­ _'_'_11__-I"--"'_1-"-------- ,-"-"--,-,-"""-, "-"-""-,-"-,-,-,-", k. i � 45 MIL. RUBBER ROOFING MEMBRANE OR 4. THERE ARE NO SURFACE WATER SUPPLY OR GRAVEL PACKED WELLS WITHIN 400' '.'. !t! I 11" ...--...�-1.1...-,-.�.,.-"�,-�l-l�----*,--"-�,�,�-1--"---.I I 2 � � I ) i I � I � i I I t< - �w I � , OTHER EQUAL IMPERMEABLE BARRIER AS p " U-) ' ' I ......­­­' I'll I-"-.-.---,-,."-�---,-,-,. ..�.,�-.-I......�......�,.,-,-.--,-".��.-."-,�.�,�.".,-�z.........--..'�,-"-.,---.$.�,�,-..,-.-.....�,.--�-���......� .11 �.1111" 1. I 1. 1�1��.'�' I AREA M � ­ �APPROVED BY 'THE DESIGN ENGINEER. INSTALL I I � I � ­ ­­ �_"­ ­ ­. I NO ,,TUBUAR-PUBLIC,----WELLS-WITHIN. 250'. .- I I '-" i C; = - I i - MEMBRANE FROM EL. 32.05 TO EL. 27.0, 1 � �. fn R � I - i 673 SO FT PRESSURE DISTRIBUTION NOTES I 4�_ i M I' UPORADIENT OF THE RETAINING WALL. 5. SITE' IS NOT LOCATED IN A GROUNDWATER OR WELLHEAD PROTECTION OVERLAY I a �".'� 10, ,/ lu DISTRICT. � - / 04 1 1 . � u , / M6 1. ;THE MANIFOLD SHALL BE LOCATED AT ELEVATION BELOW THE LATERALS I ' - i INSPECTION NOTE ,--, - i ; � ; � I � SEPTIC SYSTEM MOUND PROFILE I � 50,1- " i I AND A NNI"OF 4 FT BELOW FINISHED GRADE(SEE DETAIL A T RIGHT)"I i i ,I i 1--l",­­,",...I""-,""-,-"""-",-"-"-,""""-"""--, ""___­­_"'­*""'......-,-"","""- ,-"",-"-"-"--,-""","-,i! � io V � I - I 1 2 __ : I I-11I.A.11--_I.I.I.-Il-1.111-�-�",--�.--,--,.-.'I_1­1­"___.1__­-­-­-­­­111-11_1­11-1-­-,-�-,�,�11---�l;--�11----,-,--,--,.�--�------,--,--�-�-,�--�-1-1�--",�,,� / - -- -- - "I xi? � 7 i SCALE: 1" = 10' FINAL CONSTRUCTION INSPECTION OF ALL SYSTEM COMPONENTS INCLUDING I � .. w I 1 2. "LATER4LS SHALL BE21N. SCHEDULE WITH 114 IN, PEF4=0RATIONS i I � 11�' . � -� 11 - Z � I ; INVERT ELEVATIONS ARE TO BE CONDUCTED BY THE DESIGN ENGINEER AND THE p I I I : � I 1�r \ w \ DfWLLED AT 11.3 FT INTERVALS IN THE CROWN OF 77-E PIPE(12 O'CLOCK � BOARD OF HEALTH OR THEIR REPRESENTATIVE PRIOR TO BACKFILLING SYSTEM. I / ", F4 i I I � i ; 1 3m �� \ ; 1# ; I 'A \ ft i iPOS/T10A0 � V I M i � � \ i t - � L hylf:j�� � I , ft \ I . TEMA4JSTBE PRESSURE TESTED PRIOR TO BACKFILLIAG. THIS ; I ) � I \ ft t I � z I \ i � \il 141, 14/ 14, 141 14, 45-MIL POLY W\% I- ' �* ' ' � ,iACCOWLISHED BY PUMPING CLEAR FROM THE PUMP CHAMBER t TO TOP UNIT LINER I w i I i 119 11 . � q i ��- �J- I�.Tir-'_V�§LP - I-11 _" I I�YIV- . _.)�RSA-LOK Ill\ I i THROUGH THE DOSING NETWORK A 4 FT COLLM OF WATER SHOULD BE ;" �I � '1z ' i 11 . I \ � k I � . t k i . - - � ... - - ft I � f OBSERVED THE DISTAL.ENDS OF LA7ERALS. - - - - - - - - - - - - - - - - - - - 11 -11, I � :7-:7-7-7-:7-7 - - - - - - - - - - - - - - - - - - I �' 41 _­__......-,-.�-11.1.1�,�-11-11-.,-�..'�l,,.-,.-,.,..,-�,.�.,�-.,-.,,.._-�..-..-,-,-..........._­_­_­­"­_'­.......--1111.11,1-11.1.-.-""..-...,...,-.-��.,--�.,.-,-��---­­"­_­­­­._­" - - - - - - -7�BACKFILL - - - - - - - - - - - - TOP OF FIELD __ - - T -1 __ 1\ i i � .1,111i�i-- .- - \ "'IV '� - I i - - - - - - - - - - - - - - - - -" - , L....-1 . ­_._1.._1_1_'_'-__­'­__'__...­­­­­­­........._­­.­'_" ­­­ ­­.- , , ". - - - - - - - - - - - - - - -- ­`: ' , ..........�.......-1.1-1-1-- , . . ­ _._.."­­'_.' -,-.�,�,,�.-�.-,-,,-,..,..'�-.1.1...........­-, I - i`_.L�' - 1\' 11 I ­­­­ I VERSA MODULAR ,i­_l ; � ,, I � 4. ILA LATERALS SHALL,BE SPACED AS SPECIFIED IN THE PLAN TO THE LEFT _" _­ 1 .$ � \ --I- ", I\ I'll" 11 i 1. ,-_ f%%% " _--i- - -�-.-�--,------,-.-------.--1--l-l-�.�.-.,--.--,.--,-.-.�.-I-1--l;--,.,.-��,�-�---�.--.--�l--.--.-______.__'___1_' ; �:!!��� CONCRETE UNITS = , '­ � I � 7 N ��3- PEAS --I'll�­ 0, \ I . ZMOUNDED SOIL _�' . I I � 3tw - - 1-1 . t 4� ( 11 48" MIN. ��':� - ABSORPTION , il-I'�.,..."-,-..'�.,..-,.-,.,-�.1--�.I.- ""._4 I.: . z 1 2 LATERAL I � I ­ , %%% q r - ' " ' b 'i 'F"-O"'''R"''G'*"E_A""MAIN N_'"AND-' - '-A"_T""_fh";'THE-'''''''"- ,.. 1: �7 V'&,& 0:4 '&0W_' �' �1_ \ \ � 5. �PROVIIDEi _q@i�% I ". �,,l s � i 114- PERFORATIONS I . I "I � ' " MANIFOLD EMS. i I _..I �' _'.' i �.. 1 � � DRAINAGE AGGREGATE , � \ - ,�,�-.-�--.."�"--.-�,--""�...�-11.1".-.-,."-,"���,-�-­­­­......_.___'___'_­_­.............­_­__­_­­'-'_­_.........�-. � :�. ... '\ N , I 11� ­­­_ 12" THICK MIN. - I �' ".............. ..I ,� ..... ,�.... ..... ''I'll �1111 I , .� - \ , 11 - I - \N --, -,-_"..-11 I�=-...- , - ".1- - ._ V�� �� "" 1 a \1 - I "� "o­ , F S(__AL ABSORPTION . "1""�"-l'�I"I'���-��f"il.-.'� I- -l"_'i. � "­ , - - , . - " BOTTOM OF FIELD 11 1 -11 I - ' " � - 7\ ' ", 1 1 UNDISTURBED EARTH OR I i.--i I 1­1... ___1' 1 CLEAN NATIVE FILL - %'c'3YSTEM DETAIL 7 I I - '_1 6" OF 314" - 1-112" WASHED STONE GRANULAR LEVELI PAD I - MIN. 6" THICK 0_�' - ��!14':*i_: ..I I - / x 2" PVC MANIFOLD TYPICAL SECTION-U NREI N FORCED '�' - tT,1,0w;03 � DMI3 FPL REVISED&RELEASEDFOR FINALBOH REVIEW .. - 6 3-31-03 DMB JMR RELEASED FOR FINAL BOH REVIEW � MANIFOLD DETAIL RETAINING WALL 5 3-25-03 DIVIB JMR FOR CONSERVATION COMMISSION REVIEW NOT TO SCALE � NOT TO SCALE 4 2-11-03 DMI3 JMR RELEASED FOR NOI ONLY PROVIDE ZABEL FILTER MODEL AIOO FINISH GRADE OVER TANK EL.= 29.0± VERSA-LOK " 1 3 1 1-30-03 DIVIB JIVIR INCORPORATING BOH COMMENTS Retaining Wall Systems 2 1-13-03 DMI3 _ jMR RELEASED FOR BOH REVIEW I HOISTING CABLE 7 x 19 STAINLESS STEEL M-106 AS," - � - TOP OF FOUNDATION: EL. = - 29.0' 118- DIA. / 1,760 LB. STRENGTH 1 1-7-03 DM8 - jM1R__._.... RELEASED FOR NOTICE OF INTENT �__...... . PROVIDE 2 - WIDE ANGLE FLOATS REV. DATE I BY I APP'D- , I DESCRIPTION ..: . PROVIDE RISER TO WITHIN 6" OF FLOAT No. 1: PUMP ON/OFF 2"SCH. 40 TEE W/ CLEAN-OUT CAP FINAL GRADE AT INLET AND OUTLET. FLOAT NO. 2: ALARM ACTIVATION PROPOSED THREE-BEDROOM .1 ILDING �... RESIDENCE WITH SEPTIC SYSTEM VDATION ;._.. PSOIL I 1. ; TO 2"BALL VALVE W/ UNIONS SCH. 80 PVC \ \J/ \J/ \1/ \1/ ,4/ \4/ ,I/ '4/ ±VA LL �..!. \1/ - - 14/ \I/ 14/ \I/ \I/ ,:.,.,., \1/ \1/ \L/ NJ/ \V IV il� ;k * \�V \1/ \1/ \11 \4� Ij/ \1/ \L' .14� GEORGE FISHER CO. MODEL NO. 560 OR EQUAL lig[E-EdfaIE&.-=-T�P-94�.�IIEUtOI61E�E --EL. 32.10± MIN. - - 1"Inn 11ni 11 I __ I r;RI I � . .r& , -- - - -, - _'__ �_____.__ .___ LOCATED AT: .. - ' n _IIMI . ......��­­--- I. ... , " _._-- _': ­-1- ".I-- .­­---- �- -----1-­­_-_-- - _. ­­ --- � :::: i : I -[41==Ilit�zdi A llglatalFm= i I I I � 1\1/ I i*= i I i I I I I I M Lu!:':juj jg�101021:101nif_�il _' �I Im lb f " �;.-:� : . 1EE .= a , � .- ­­.- ­1 - ­ -. .-.-­1_..._.'.7 �:"_7..­-"' ' ­'_ ­­ - "" __v__:__'­_:'_" " ­- --, --,-_'_-,"-"'-,----, --- ­­ :' ,i","= __ -, _' - - . ­ -1 .1�--__ 1. - ­_1 .---:"-7 ---.,--,----,-.- _' '­j_ ... ­ -' "' ' --' '-,- " -,-­-,- - -- -­_. -, ­ ­­­. ­- - ­- , - ­­.. I..---- " __'_'__'_"'._-" '''­ "__"''-" "'"' '_'_'_-''- --":..�---*-:--.,--,-,",�*'�..�"�--,*...:"_-__"__'__.__­--,-.----*-."-".-:-.-�---,.---�-------_ __" 1 00 COVE LANE - I I I _ --' ­ ­ - ­- - __ : �­_'­..-­­ ­-­­­1_- _...__­--__ _ - .- _ __ ... ... .. '_ - -1 - -SACKFILL---�------�- -- -' -- --- -'-"- --- -'- - - -'-- '-' "- %"_"..:'_ _­_'_"_. 1_^------,"-.-"�-.,--*,-,-,-.----"-".,--,*-,--,--,-,.-:,��.:,�.:^�:-,�--.- - --, �_­_'�­_7�-_­ -_ -,"--- ­ 1, ­ - - ­ ­ -, - '_ _'_ ' - - ' - --, "' -- -"-, - - � - - -, - - - ­_ - - ­- ' ' '" ­- _­ " ,_ - 0 �� ._Tq_, , ­ __ - - -------:__-,- - . - I '.:­_:'o:._:_-- ­1­­_. -_ ,- �:... _". _._�.--_"'. .-_.:.�­_*_:......17.-'-1 __"_.'_:_.:'�_"..­ ..' 36" MAX. --_­ ­ "I., ___­ "_6ACKF1LL_:7_,-'�:-_:- ­­­-­�_" ­­-_ ---- -­ - - - __ _ -,-, - -, . . - -� -. - --­ .-...'- ...­-,'___-- .'-;-._:I..........._.__' _­__ ' - - -- ' '..-_._:__:"_:__:_�--.,--.---.�".-,----.,------,---,'..--,--,-.----------.-----�_._ _'--... .--_._ _.__. __.__ _ ___ '.: _ _w__._ _-_.__. �-_ .'_._�------ '_ _ __. - I __mlFkpi!v_f��(�!(qL4___­-,---- bi�m�.­' __ I .1.- --_.'. ­�._-'. ---,.: _.' _:_'_'__.__� _�' _. _w - ­ 1.�-­­ ­­- -_. : F:My I ­ -__."_ _. .. _ _ ___:'_. _ _' -"-'.7......7':__._:__'____: ­­­ ----I-,-.- ., - . . • - " -1 -, -f r�i­__-,- - -­ .-- 1. _ ...... _ _:_'_:�____._'_------�__� .1. i 1, ­-.1 --1 I.,- ­ _­. -1- _­-­­11-­- I- -.-..-.---.- _._.'_ .__' -__1-­-_. - _ _._7____:_ _.:---------_­��_ ' - --__._.­_, ­__­ - _. --_ CUMMAQUID, MA " � ':�'.-.;� ,j!�'­10M�11__"�!,'�4­ - __- - ,- ­ I- - -- '_'.' �'6w--, __ -- I ­ "..."­--� -__ -*--.--,-:------:'____"____'__­_.,-,...-"-."-"-------,-.--,.-,-"---.,-,-,^__­_- ­--,'_'_'_-. ­ ­- _� -_­_ -"..-,..-. -__.�__�:�_-_--__--._--_.7-'_�7 1 � 11 ,-_._...,­ ­­.- _. -1 1. ­_­ 1.-_ -____: : _:' -, , I I � �� ..!,� w 01,11,2"l-ii", - _... -_­1 - � - . �' :.! 11 I � - :.2 7 I _ - - � 3. 1.35 I I - 1­1 _-,- - " 11 _.- - = -_ ­ f&e 5� � i -� . i� 091_1 . i - � . _."',. ........p" "I � �W. EL, 31.10 - -,A, DE File SE3-4073 d� I .1.1 ­1 :_'�._­ 11 I 20-MMItt" -_ - M. I _� =1 I ' � - ' ' ­�" '-�,�,�;rl._��,.��-,�,1,7,',TT�F�-�,��* '-w-�qv�'-"'-�'V'- ��'� 6� - I I -= - -fl I .1 - I— - - � - - - .1 , 2"SCH. 40 FORCEMAIN _111�1� , ��t - 1-112" DOUBLE !,T�ED I �' ! - . . - __..� - " , ­ "Ill I �11'ffl � � PREPARED FOR: i ...-..--I . . " - ,- .,- ,., .1_'_-- -� 1 91R'1_11__'� , -,mmlft i"� tl ­­�11141414--pp- ­­---- -- ��­_'�'� ill. * - - I., __ -../ ­­_­ I- . I -- EL. 30.60 I- ­1_�_" ' .1 .-­ __ ",' , - - -LIQ)-I I 1-1 I 1-1 I I. -1 I I i I -I 11 � - -I - - -` "- - Y ­�' - I 11 I I JANE B. TATIBOUET =1 I I ,:" " 11 ill i- 1-111 �tqj I - ­ _._'__' _ 114" WEEP HOLE IN DISCHARGE PIPE t 1-1 11-1 Il- '-[ I 1-1 I I 11 1__1 I I 1-1 11__1 I 1-11 ­.1 ­ _-_ u-, .�-�-------I - -1 I I I►11 I I I I 11-1 I ' . .- _ '_ .,-.-.I, A"fW ON - EL. 24.76 - , I I , . .1� , ,.. I .. . ''I I., ", - .-_ ". MINIMUM 48" Pi... I PUMP ON - I I 71 ����� - 2" BALL CHECK VALVE SCH. 80 PVC I SCALE: AS NOTED DATE: JANUARY 7, 2003 ­.'_� -'.. - ­ 0,T _EL 2 -,---11. I., �- PUMP r 22?81 . ... ­ ­ -_- a _ -.: .- ... - I I=- - -_­ :�_ir .. _. I-­ -1 100 P.S.I.".. .. J' DROP - '_IMST TEE FLOWMATIC MODEL No. 208S OR EQUAL --�_!�r 0 10 20 40 I.. .- 80 FEET 1=1 11=1 -:-�-'- -:' '-"-'----'- �m - - - - .� .'�:-'_ -__�_,.' _'.., � _I SET PUMP ON 8 INCH CCWI BLOCK � .1.1 .,--. - ' I VARIES 26.0' - - - - - 11 .-, 11 -- - - . - _- -E - - -�__.___ . I ,, .1.-,-, .. _ - - - �­.'�.. ­­­ I 11 - 2" SCH. 40 PVC DISCHARGE PIPE 4' MIN. . I I I 1EE :1 ­­ - � I � �------11_11511��i� I— 1­1 '-f�0 6' -T(Mvp. - I - I \_ UNDISTURBED EARTH OR , _w CRUSHED STONE. ''. :#-I - . PREPARED BY: - I , . R -_I q- CRUSHED I, - - I-TIt!!r I I- MYERS MODEL SRM4, 4110 HP, 230 VOLT, UNDISTURBED EARTH OR COMPACTED BACKFILL . -1. - -I I 1=1 I I I I I � - I I F . .1 -_ . . w, I .1 I - - - SINGLE PHASE, 1550 RPM, 2" DISCHARGE COMPACTED BACKFILL DISTRIBUTION LATERAL . 11 - I I FA --'__�; - =111 11 I EARTH IPiA i16FJL1L1 1=111= ::: - 1=111=111 - _111-1 , Horsley & Witten, Inc. �I I I-I . . -I ,12,-=1 I 1_"-I 1-1 1_' '� 1-1-L'-'11 I Il 5 1-1. I I--I I I-I I ill I , .111' ' ill EFFLUENT PUMP OR EQUAL SLOPE TO BACK DRAIN � TYPICAL DISTRIBUTION LINE PROFILE i ESTIMATED SEASONAL HIGH WATER EL. 26.6 _' Environmental Services ..1500 GALLON SEPTIC TANK PROFILE - H-10 1 000 GAL...LON PUMP CHAMBER PROFILE - H-10 (MOTTLES - TESTPIT 5) TYPICAL FIELD SECTION 1�I :.. I ..I 11 NOT-TO-SCALE NOT-TO-SCALE ... �X' Sextant Hill Office Park ".'. . - 'I PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PROPOSED 1000 GALLON CONCRETE PUMP CHAMBER Y^A '-s,TYPICAL DISTRIBUTION LINE PROFILE Y^B '%L FIELD SECTION - 9 r .. 90 Route 6A 11 �1 I i �'i I t ; i z +I�, Pby, vj-\\)- V aLA6.t. L _'m I 11 11 LENGTH: 10'-6' WIDTH: 5.L-A" DEPTH. 5'-11" LENGTH: 3_L-&_" WIDTH. 4'-1 0 DEPTH: " _11 �_ LEACHING FIELD DETAILS _�� Sandwich, MA 02563 1 MODEL // HT 1500 BY ACME PRECAST OR EQUAL MODEL // HT 1000 BY ACME PRECAST OR EQUAL phone: 508.833.6600 1 NOT-TO-SCALE 11 fax: 508.833.3150 1 . . I Drawn By: AB Designed By. AB Checked By., JR 2118 li_� 11111e' I I I I �