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Home My WebLink About1513 IYANNOUGH ROAD - Health 1513 lyanough Road!I—1=3 Centerville 4 i t� ri 1 No. 4210 1/3 ORA k renda flex f 100/co j E 1 IA �fw r 0 4 Isis - rn �f °V: TOWN OF BARNSTABL LOC�;7°'ION eel:? E # VILLAGE CR ,✓ltc o ASSESSOR'S MAP&LOT 3 INSTALLER'S NAME&PHONE NO. 13 e vile e d v14 c-ery R.�3'�/�S f SEPTIC TANK CAPACITY f LEACHING FACILITY: (type) 9 - (size) B NO.OF BEDROOMS /U BUILDER OR OWNER PERMITDATE: p COMPLIANCE DATE: I I ^27 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3`a �� y /'a ..j:. TOWN OF BARNSTABLE � .'-iON 8-Z C-BA-✓s//P S E# S- S VlLi,AGE 00 k P►-t!: f� ASSESSOR'S MAP A;ff INSTALLER'S NAME&PHONE NO. %��w Lry r/� S®O SEPTIC TANK CAPACITY i.57000 LEACHING FACILITY: (type) r'i�� (G'C/ KX`o (size)_ NO.OF BEDROOMS = ,q BUILDER OR Q� 119--cl > G` rx ; PERMITDATE: COMPLIANCE DATE:' Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) _ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet Furnished by r�Cs Jet J i �a /G-2 q 03 �7 o I r bl _1a' '�4/ �yp l ' TOWN OF BARNSTAB a� SEWAGE # VILLAGE @4 J Z a ASSESSOR'S MAP & O INSTALLER'S NAME&PHONE NO. C SEPTIC TANK CAPACITY e3 0 0 c) S t� .r oL + 0 4.Ce 4/4 LEACHING FACILITY: (type) �i�"S o2 (size) NO.,OF BEDROOMS CUILPER OR OWNER S'/fvJA PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge.of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by j � 9� � ��•/�.�, tie. 97 3\ -70 Is �� /a7 ` Mar. ?6 2019 22:30 HP Fax page 4 c26'3- alb -L) Commonwealth of Massachusetts - - Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r.; 1513 lyannough Road Property Address Cape Cod Center LLC d Owner Owner's Name Information is required for every Centerville AAA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection J' 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. \111t1III III1lIJ!�//, Important:When AI'Jr,�'y��i A. Inspector Information ��, 13(0'� 04 ..• •' ~ --, filling out forms 2: y on the computer, �' JAMES :GR, use only the tab James D.Sears —U key to move your Name of Inspector SEARS ;ti cursor-do not Capewide Enterprises Q�.'•,o„ ,o : *� use the return s� .i Company Name �� to`: key. 153 Commercial Street �� I,NSP � I�]I Company Address Mashpee MA 02649 IL 0 City/Town State Zip Code •� 508-477-8877 S1623 Telephone Number License Number B. Certification certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 16.000); 1 have personally inspected the sewage disposal system at the property address listed above;the information reported below is true,accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails dIOLW-4-P_,J� 3-21-19 spector'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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.dm•rev.712612D18 Title 5 MOW Inspection Form.Subsurface Sewage Disposal System•Page 1 of 18 Mar, 26 2019 22:30 HP Fax page 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments v 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. Clty/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: The system is a 1500 Gal. Tank D Box and two pits. 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): 151nsp.doc•rev.712 612 01 8 Tlbe 5 Official Inspection Form:Subsurlace Sewage Disposal System•Page 2 of 18 Mar. 26 20)9 22:30 HP Fax page 6 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 15131yannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. CitylTown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ 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 ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ NO (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NO (Explain below): 3) 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. a. 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: t5insp.doc-rev.7/26/2018 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 18 A Mar, 26 20)9 22:30 HP Fax page 7 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road W Property Address Cape Cod Center LLC Owner Owner's Name information is Centerville MA 02632 3-19.19 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 o1 18 Mar. 26 2019 22:30 HP Fax page 8 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form •Not for Voluntary Assessments 1513 iyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02532 3-19-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in eteoepmd is less than 6" below invert or available volume is less then '/z day flow P,rs ❑ ® Required pumping more than 4 times in the last year NOT due to clogged.or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen Is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.) ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system 11ft. 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. 5) 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 CA, Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA)or a mapped Zone II of a public water supply well 15insp.doc-rev.7/2 5120 1 8 Title 5 Official Inspection Form:Subsurface Sewage olsposal System•page 5 of IS Mar, 26 2019 22,30 HP Fax page 9 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments l 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name requiratifore Centerville MA 02632 3-19-19 required for every page. City/Town state Zip code Date of Inspection C. Inspection Summary (cont.) If you have answered"yes" to any question in Section C.5 the system is considered a significant threat,or answered"yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304, The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes"or"no"for each of the following for all inspections: Yes No ❑ ® Pumping information was provided by the owner,occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on; ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if,any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)(310 CMR 15.302(5)] Mnsp.duc•rev.7/2812018 Title S Official Inspection Form:Subsurface Sewage Disposal Systern-Page 6 of 18 Mar. 26 2019 22:31 HP Fax page 10 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments h" 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name Information is Centerville MA 02632 3-19-19 required for every Zip Code Date of Inspection page. CitylTown State D. System Information 1. Residential Flow Conditions; Number of bedrooms(design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): Description; Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Does residence have a water treatment unit? ❑ Yes ❑ No If yes, discharges to: Is iaundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)); Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date 15insp.doc rev.7126/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pago 7 of 18 Mar. 26 2019 22:31 HP Fax page 11 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Retail Design flow(based on 310 CMR 15.203): 563 Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): 11,, 250 SF Grease trap present? ❑ Yes ® No Water treatment unit present? ❑ Yes ® No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ® No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: NA Last date of occupancy/use: Present Date Other(describe below): 3. Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: mAnsp.doc-rev.M6/2016 Title 6 Moat Inspection Form:subsurface sewage Dis 6 pawl System•Pape 8 of 18 Mar- 26 2019 22:31 HP Fax page 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC O'er Owner's Name information is required for every Centerville MA 02632 3-19-19 page. C4/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ InnovativelAltemative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 1995 Permit # 95- 1554. Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 30" feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints,venting, evidence of leakage, etc.): Pipeing is 4" PVC SCH -40. Min sp.doc•rev.W2612018 Title 5 Credal Inspection Form:Subsurface Sewage Disposal Syslem•Page 9 of 18 Mar 26 2619 22:31 HP Fax page 13 cam'\ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required far every Centerville MA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 20 feet Material of construction: ®concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal. Precast H-20 Sludge depth: 2n Distance from top of sludge to bottom of outlet tee or baffle 28 Scum thickness 1" Distance from top of scum to top of outlet tee or baffle S Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Asbuilt Tape Sludg Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tank at working level. Tank at 20"below wlinlet cover at 6" and outlet at 15", In and outlet tee's. No sign of leakage or over loadln t5insp.doc•rev.7/28/2018 Tide 5 Official Inspecdon Form:Subsurface Sewage Disposal system•Page 10 of 18 Mar. 26 2619 22:31 HP Fax page 14 Commonwealth of Massachusetts Title 5 Official Inspection Form ' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner owner's Name requiratlfo is Centerville MA 02632 3-19-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.). 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain).- Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 6. 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 151nsp.doc•rev.712612016 Title 5 OlFdal Inspection Porn:Subsurface Sewage Disposal System•Page 11 of 18 Mar, 26 2619 22:32 HP Fax page 15 Commonwealth of Massachusetts Title 5 Official Inspection Form r o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments V � 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box (if present must be opened)(locate on site,plan): Depth of liquid level above outlet invert 0 Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage Into or out of box,etc.): D Box is 16"x16"-3'-4"below Grade w/two line's out. Box is clean and solid w/no sign of over loading or solid carry over, t5insp.doc•rev.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal system-Page 12 of 18 Mar. 26 2619 22:32 HP Fax page 16 Commonwealth of Massachusetts �i Title 5 Official Inspection Form it Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name Information is required for every Centerville MA 02632 3-19-19 page. City/Town Sate Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No' Alarms in working order: ❑ Yes ❑ No` Comments note condition of um chamber,condition of pumps an n( pump p p d appurtenances, etc.): " If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: 2 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/28/2D18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Mar. 26 2619 22:32 HP Fax page 17 Commonwealth of Massachusetts rA Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments rt 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil, condition of vegetation,etc.): Leaching is two 1000 Gal. precast pit's w/2'stone. Leaching is clean wino sign of over loading 12. Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.712612018 Title 5 Olfiaal Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Mar. 26 2619 22:32 HP Fax page 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513_1yannough Road Property Address Cape Cod Center LLC Owner Owner's Name Information is required for every Centerville MA 02632 3-19-19 page. city/Town State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc-rev.7/26/2018 Tile 5 Official Inspection Form:Subsurface Sewage Disposal System Page 19 of 18 Mar..26 2019 22:32 HP Fax page 19 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection D. System information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 at 18 Mar.126 2019 22:32 HP Fax page 20 �,513 ..T j/ANNo(,'(Pk k6 £.vnq 6 L I �Uf ld a, Fo I 0 5 f;ss a 3 0 5 Rl 13 .A -- �s g 3 _ 93.b A 7q 5— ios Mar, 26 2019 22,32 HP Fax page 21 Commonwealth of Massachusetts rmTitle 5 Official Inspection Form �a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name information is required for every Centerville MA 02632 3-19-19 page. City/Town State Zip Code Date of Inspection D. System Information (cons.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells No Estimated depth toRiigh ground water: 14 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 2-24-89 Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: T.H. on Design plan 2-24-89 14'no G.W.. Bottom of pits at 9' below grade. Bottom of pit's at 5' above T.H. Depth, Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc-rev.712612016 Idle 5 Official Inspection Form Subsurface Sewage Disposal System-Page 17 of 18 Mar•,26 2019 22:32 HP Fax page 22 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1513 lyannough Road Property Address Cape Cod Center LLC Owner Owner's Name is requirefore Centerville MA 02632 3-19-19 required for every page. City(Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3,or 4 checked ® C. Inspection Summary: 1, 2, 3,or 5 completed as appropriate 4(Failure Criteria)and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included I t5insp.doc•rev.7Mf2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors g g Y r� 78 North Street,311 Floor,Hyannis,N A 02601 Tel:(508)771-7502 Fax:(508)771-7622 Ka -c A Date: July 23,2018 To: Tom McKena,Director Total No.Pages: Barnstable Health Dept. r a BN Job No.: 201 - Subject: 1513 Iyannough Roa ,Centerville cc: File We are sending you ®Attached ❑Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery ' The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑ Reports/Calculations ® Other DATE COPIES NO. PAGES DESCRIPTION 07/20/18 1 1 Memo to Tom McKean 6/29/18 1 1, Floor Plan—Net Floor Area 6/29/18 1 1 Wastewater Design Flow Calculations&Analysis 04/02/18 1 1 Floor Plan—Test Fit—Option A-Revision— I I"x 11" 12/08/96 1 1 Septic Plan— I I"x 17" These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑Returned For Corrections ® For Review And Comment ❑For Approval ❑For Distribution Remarks: Matthew W. Eddy, P.E. Managing Partner MEP/lg /File 0:\2018\2018-020\ADMIN\TRANSMITTALS\2018-020 TM Septic Flows at 1513 Iyannough Rd,Centerville-07-23-18.docx t Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible; incomplete or not intended for your use. Thank you. (` T BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 MEMORANDUM To: Tom McKean, Director- Barnstable Health Dept. YA N,7.1.tEW 6 From: Matthew Eddy, P.E. t _DDY Date: 7/20/18 `� Tyi�x Giv9'L ) Re: Septic Flows at 1513 lyannough Road, Centerville - ' 0 43133� �rZ Spaulding Rehabilitation K-N 0§3-T' cc: Eliza Cox, Esq. Joe Keller Please accept this memorandum to memorialize our meeting and understanding on 6/7/2018 regarding the proposed Spaulding Rehabilitation.use in Building#2 at 1513 lyannough Road, Centerville. As we discussed in that meeting we agreed to the following: 1. Spaulding Rehabilitation (SR) use would be classified as office for determination of the septic flow. 2. The net floor-area use in calculation of the septic design flow would exclude certain areas such as hallways, common bathrooms,vestibule, mechanical spaces, and storage spaces. a. Please refer to the attached floor plan exhibit which identifies the spaces used towards the septic design flow as we agreed in our meeting. The areas hatched in red identify these spaces used. b. Also attached is a tabulation of the total room areas used for the calculation. c. The net floor area determined and agreed upon is 4,495 sf c The existing septic permits for this parcel are as follows: 1. Building (System #1) a. Septic Permit#95-1553 (dated 4/9/96), 844 gpd. b. There is no change to this building. It remains all office use as originally designed. 2. Building (System #2) a. Septic Permit#95-1554(dated 4/9/96), 563 gpd. The proposed use of SR in Building#2 yields a septic design flow of 337.1 gpd for the net floor area of 4,495 sf. This leaves a balance of 225.9 gpd septic flow(based on the 563 gpd permit) available for the remainder of the Building#2. As a tenant is not yet selected for this remaining space we have shown as a representative flow this space as retail use which would allow 4,518 sf of retail space. Please contact me with any questions regarding this summary. Thank you. Page 1 By: MWE 1513 lyannough Road, Hyannis, MA Date: 6/29/2018 BN Project#2018-020 SPAULDING REHAB FLOOR PLAN Net Floor Area (see attached floor plan/red cross hatch denotes areas used as agreed in 6/7/18 meeting with Tom McKean) Room Description Room (st) Therapy Area 1507. Waiting 448 Reception 201 Treatment 93 Treatment 89 Treatment 86 Treatment 87 Treatment 90 Exam 117 Exam 117 Exam 118 Exam 118 Ther Work 304 Manager Office 122 Patient Tlt 102 Patient Tlt 82 Lounge 253 MD Office 162 Exam 116 Exam 116 Med Prep 73 Nurse Station 94 TOTAL 4495 BAXTER NYE ENGINEERING AND SURVEYING 78 North Street-3rd Floor,Hyannis,MA-Ph:508471-7502 By:MWE 1513 lyannough Road,Hyannis,MA Date: 6/29/2018 BN Project#2018-020 Wastewater Design Flow Calculations&Analysis Businesses in Building/System#2 Use Area Design Flow Names/Description Unit flow Total ICode Retail Retail use area allowed= 4,518 sf 0.05 gpd 225.9 gpd from 310 CMR 15.00 Spaulding Rehab(GFA 6,400 sf) By Net Floor Area Office Space 4495 sf 0.075 gpd 337.1 gpd from 310 CMR 15.00 (See attached Boor plan and area table) (563 gpd Existing Septic Permit Total Facility System#2 Design Flow 563.0 gpd #95-1554) Businesses in Building/System#1 Use Area I Design Flow Names/Description Unit flow Total ICode Office Office Space 11250 sf 0.075 gpd 843.8 gpd from 310 CMR 15.00 (844 gpd Existing Septic Permit Total Facility System#1 Design Flow 843.8 gpd #95-1553) 2018-020 Septic Flow Calculations Malkus, Karen z From: Emily Michele Olmsted <emilymichele.olmsted@barnstablecounty.org> Sent: Thursday, July 21, 2016 11:24 AM To: Malkus, Karen Subject: FW: 1513 Route 132, Centerville, MA Attachments: 1513 Route 132, Centerville, MA, Service contract.pdf Hi Karen, VC,r► I know you check the database but since this property was sent a certified letter, wanted to make sure you saw: 1513 Route 132 has renewed their contract with WTS. Let me know if you have any other questions. Thanks, EMlly Michele From: Sharon Foster [mailto:sfoster(aOwwtsinc.com] Sent: Thursday, July 21, 2016 11:14 AM To: Emily Michele Olmsted Ccmfexander@silvaandsiIva.com Subject: 1513 Route 132, Centerville, MA Hello Emily, Please be advised that the contract for the above referenced property is current and valid until 5/1/17. As you know, we do not mail out contracts every year,just renewal invoices. I have attached a copy of the contract.for your files. Kind regards, Sharon.M. .Foster Wastewater Treatment Services, Inc. 44 Commercial Street Raynham, NLA 02767 Tel: 508-880-02.33 Fax: 508-880-7232 1 ,, o r cZ 44 Commercial Street Please complete all items marked• Raynham, MA including three signatures. Mail 02767 signed original contract to: Wastewater Treatment services.Inc. Tel: (508) 880.0233 44 Commercial Street Raynham,MA 02767 Fax: (508) 880-7232 INSPECTION AND EFFLUENT TESTING AGREEMENT Agreement entered into by and between Wastewater Treatment Services,Inc.(herein called WTS)and the FASTS System OWNER(herein called OWNER)for the inspection by WTS of certain equipment of OWNER which is described below. Upon acceptance of this agreement at WTS Is office,WTS will render the following services only: Equ prnciit will be inspected at least 2 times per year that this Agreement remains in effect,with the first inspections beginning kl"-/-6 6 . These inspections will include: 1) Testing of the sludge depth in the septic tank. 1) Inspection,power testing and clean/replace intake filter of the air blower. 1) Inspection of the alarm system. 1) Inspect overall condition of FAST®System. 1) Notification to OWNER of any problems encountered. 1) Service other than routine maintenance will be billed at an hourly rate,plus travel and parts. WTS shall notify the local Board of Health and Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. OWNER will be billed standard WTS charges for any parts used in repairs or maintenance. Any additional labor time will be billed to the OWNER at current labor rates of$78.00 per hour. Emergency service between regular inspections will be provided at standard labor rates during normal business hours; at time and one-half after 5:00 PM and on Saturdays;and at double time on Sundays and holidays. Emergency service charges will include a minimum four(4)hours of labor, plus standard WTS charges for parts,plus mileage and travel charges, The annual rate includes routine maintenance, but does not include repairs required for damages caused by abuse,accident,theft, acts of third persons, forces of nature,or alterations made to the equipment. WTS shall not be responsible for failure to render the agreed services if caused by strikes,labor disputes,non-cooperation by OWNER,or other factors beyond the control of WTS. OWNER understands and agrees that WTS is not.responsible.for special,incidental or consequential damages, including but not limited to loss of time,injury to person or property,or equipment failure. OWNER agrees that WTS may enter 0WNER's property and have acceptable access to all areas deemed by WTS to be necessary or appropriate for WTS to perform its duties hereunder. N s Current WTS practice is to send OWNER approximately 10 days before expiration of the term of the current contract(1)either a new contract or an offer to extend the current contract's term,and(2)an invoice for one year of service. It is OWNER's responsibility to timely return the payment and either the new contract or the accepted extension,completed and signed. WTS must receive the payment and document before expiration of the then current contract year to assure continuous contract coverage. Failure to return such documents on time or to otherwise comply with this contract,may result in suspension of service,cancellation of the contract and/or nullification of warranties, at the election of WTS. OWNER may not assign this contract without the prior written consent of WTS. It will remain in force until a party cancels by written notice to the other at the address given herein,or until the contract term expires,whichever is sooner. MANUFACTURER MODEL NO. SERIAL NO, LOCATION ANNUAL RATE Bio-Microbics Single HomeFAST BMR1036 Centerville,MA $440.00 BMR1030 EQUIPMENT OWNER P/�, Wastewater Trentment cervices.Inc.. *Signed by OWNER: )eI4)� Brislane Limited VRT Signed: *Address: 1513 Route 132 44 Commercial Street Raynham,MA 02767 Tele: (508) 880-0233 *City: State: Zip: Fax: (508)880-7232 Centerville MA 02632 �i/� Telephone 508-775-1442 Effective Date of Agreement V , f Daytime Telephone: OWNER understands that(1)ANNUAL RATE payment is for one year only commencing on the effective date set forth above and is non-refundable; and(2)current DEP Regulations require OWNER to maintain a service agreement for the life o the FAST"System. I HAVE READ AND UNDERSTAND THE REGOING. *Signed by OWNER: PERM-IT: *(PLEASE CHECK ONE) (X)GENERAL ( )REMEDIAL ( )PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH(Y)or(N)if YES,please attach copy of pernut *Cost for testing: No Testing.Required Operator assigned: William Everett Telephone; 508 4004868 *Engineer: Baxter&Nye *Approval for Effluent Testing , H e er's Signature July 11th, 2016 Cape Cod Center LLC I284A Main Street Osterville, MA 02655-1542 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 1513 Route 132 in the town of Barnstable. Dear Cape Cod Center LLC, Our records indicate that the operation and maintenance contract with Wastewater Treatment Services for your innovative/alternative wastewater treatment system may have expired or was canceled as of May 1st, 2016. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M) contract in effect at all times for your system. Information about these requirements may be found at https:Hseptic.barnstablecountyhea..1th.org. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are authorized by the Barnstable Board of Health to contact you to inform you of the above requirement and to request your compliance.Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I am enclosing a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15) days of your receipt of this letter by forwarding a copy of a signed contract, I may,refer you to the Barnstable Board of Health for further enforcement action.You may be required to appear before the Barnstable Board of Health to show cause as to why you have not maintained the required contract. I can be reached at 508-375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements Certified Letter Number: 7015 1660 0000 4868 0305 CDH V BAFISTRFLE COIW OVARVAEM OF HEALTH At*ENVi.40.M1msw r tic ,, F „ ' -PROMOTE - PROTECT- SUPPORT . �iVs r f" • . • ^per C?'1 June 17, 2016 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic.system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) letter to the owners of innovative/alternative septic systems in the Town of Barnstable' This letter is the initial correspondence,in7egards to the cancellation of the 0&M contract for this.system: My normal protocol is to send one,standard]etter to owners, If the;owner is not . compliant in 15 business'days, I then send 'a certified letter. In the event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at.https://septic.barnstablecountvhealth.org/. If you have any questions I can be reached on my desk phone at (508) 375-6901 or,by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. Sj,ncerely, vt"� ULL", Emily ichele Olmsted Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE, MASSACHUSETTS 02630 Phone:(508)375.6613 1 FAX:(608)362-2603 1 TDD:(508)362-5885 Web:barnstablecountyheaith.org I Twitter:G3•BCHDCapeCod r QSBCDHE NT QF HEFLTH ANO ENVIPpN'vEN r PROMOTE-PROTECT-SUPPORT s�a • • YEARS OF 1926-2016 .,,. June 17th, 2016 Cape Cod Center LLC 1284A Main Street Osterville, MA 02655 RE: Operation and Maintenance Contract for the Innovative/Alternative Septic System Installed at 1513 Route 132 in the town of Barnstable. Dear Cape Cod Center LLC, Our records indicate that the operation and maintenance contract with Wastewater Treatment Services for your innovative/alternative wastewater treatment system may have expired or was canceled as of May 1 st, 2016. To date we have not received evidence that you have entered into a new operation and maintenance contract. I am writing to remind you that the Massachusetts Department of Environmental Protection (MA DEP)and the Town of Barnstable require you to keep an operation and maintenance (O&M)contract in effect at all times for your system. Information about these requirements may be found at https://septic.barnstablecountyhealth.org. My department oversees I/A septic system management and compliance efforts for the Board of Health in your town. We are authorized by your Board of Health to contact you to inform you of the above requirement and to request your compliance. Accordingly, please forward a copy of a signed contract via mail, fax or e-mail within fifteen (15)days of receipt of this letter. For your convenience, I have enclosed a list of wastewater operators we are aware of that do business in Barnstable County. The firms listed operate multiple types of I/A technologies and are not associated with any particular technology or vendor. Please be advised that if you do not respond within fifteen (15)days of your receipt of this letter by forwarding a copy of a signed contract, you may be referred to the Barnstable Board of Health for further enforcement action. I can be reached at 508-375-6901; my Fax number is (508)362-2603. 1 can also be reached via email at emilymichele.omsted@barnstablecounty.org. Thank you for your prompt attention to this matter. Sincerely, Emily Michele Olmsted CC: Barnstable Board of Health Enclosures (2): Certified Wastewater Treatment System Operators List, Inspection and Testing Requirements BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/PO BOX 427 BARNSTABLE,MASSACHUSETTS 02630 Phone:(508)375-6613 1 Fax:(508)362-2603 1 TDD:(508)362-5885 Web:barnstablecountyhealth.org I Twitter:@BCHDCapeCod 1 CDH j BA mTA&E CoLhyty DEPARTMENT OF HEALTH AND ENVtRO magT ,T r PROMOTE - PROTECT- SUPPORT W • , NYrLARS OF tr 07 • • • • ...,. ., ..,,..,.. .. u i+ ha July 11, 2016 Thomas McKean Barnstable Health Division 200 Main Street Hyannis, MA 02601 RE: I/A septic system operation and maintenance contract letters to owners Dear Thomas McKean, I have enclosed 1 (one) copy of a certified letter sent to the owners of innovative/alternative septic systems in the Town of Barnstable. This-letter is in regards to the cancellation of the 0&M contract for, this system: My normal protocol is to"send one standard letter to owners, If the owner is not compliant in 15 business days;"I thenAsend a certified letter.'I'n the event that an owner has not come into compliance after receipt of the certified letter and within the time period specified in the letter, I will send referral paperwork to your office with copies of all correspondence I have made with the owner. Unless your office prefers otherwise, I do not need any action from you until I send referral paperwork for owners who are still non-compliant after my efforts. If you wish to see the status of this property or any others in your town, please log on to the septic database at https://septic.barnstablecountvhealth.org/. If you have any questions I can be reached on my desk phone at (508) 375-6901 or by fax at (508) 362-2603. 1 can also be reached via email at emilymichele.olmsted@barnstablecounty.org. Thank you for your time. Sincerely, IEmjilyichele Olmsted Enclosure(s): 1 BARNSTABLE COUNTY COMPLEX 3195 MAIN STREET/ PO BOX 427 BARNSTABLE,MASSACHUSETTS 02630 Phone:(508)$75.6613 1 FAX:(508)362-2603 I TDO:(508)362-5885 Web:barnatabtecountyhealth.org I Twitter:OBCHOCapeCod r 44 Commercial Street Raynham, MA 02767 RECEIVP Tel: (508) 880-0233 Fax: (508) 880-7232 JUN 1 0 2004 June 4, 2004 3QUVHOF BH DEPT. Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report(as required)for services performed on 05/24/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. AM Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP r Massachusetts Department of Environmental Protection Bureau of Resource Protection -Title'5''wt :4, DEP Approved,lnspection and OW Form for Title 51/A Treatment and Disposal Systems 2224 A. Installation Important: Brislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville 02632 cursor-do not use the return City Zip key. Mailing address of owner, if different: VQ P.O. Box 430 Street Address/PO Box: Osterville MA 02655 'Bb°0 City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1030 Bio-Microbics, Inc. Single HomeFAST .9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting _Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 05/28/2004 Inspection Date Previous Inspection Date 12.0" Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: None Effluent Description. DEPMicroFASTnew.doc•6/4/04 Page 1 of 2 Massachusetts Department of Environmental Protection k x° ;Bureau of Resource Protection,-Title 5 DEP Approved Inspection and O&M Form for Title 5 I/Arx7 Treatment and Disposal Systems 'F 2224 E. Sampling Information Samples Taken:_Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter,,,Splash Recycle, Notes and Comments: Control panel in locked building-not accessible. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 05/28/2004 Operator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting &Provisional Use- General use—by September 31 st of each year for the within 30 days of inspection 30th of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc•6i4iO4 Page 2 of 2 9 ' r' N C O R P O R A T E D 8450 Cole Parkway Shawnee, KS 66227 m Phone 913-422-0707 Fax' 912-422-0808 2224 e-mail: onsite(cbbiomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION & SERVICE. REPORT For Bio-Microbics Single Home FASTO System n- � x x�#.k. '`k"s ^a fi k ,f'. k .� r -.s-✓-'F`F 4. '.,� k ��3`�,'"y-"r". '.wi 6 a"i',1'a`.��y'uy�'s'a' ✓uf _I 513 Route 132-1 Installation Address Centerville02632-- Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O.Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail Model No. Serial No. Date of Installation Date of last pump out Sin le HomeFAST.9 BMR1030 05/07/1997 E UIPMENT Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if present Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT. o tional' , ; :LIMIT it 'RESULT. Estimated Daily Flow Strip Mall H Standard Units Color N/A Temperature Odor None Comments: Control panel in locked building-not accessible. TECHNICIAN SERVICE DATE Michael Dillen 05/28/2004 f w,��e& wl zt Jfvec�, Yip 44 Commercial Street Raynham, MA 02767 Tel' (508) 880-0233 Fax: (508) 880-7232 4F' March 12, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention:. Health Agent Reference: Single Home FAST' Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 02/12/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department REC— BAR 1 7 4004 Enclosures �pWii �i � e� Copy to: Brislane Limited VRT Massachusetts DEP I LlMassachusetts Department of Environmental Protection -Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation 2224 Important: B,rislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville cursor-do not 02632 use the return City Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: Osterville MA 02655 City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1030 Bio-Microbics, Inc. Single HomeFAST .9 DEP ID Manufacturer's Name&ID Model Name&Number In 05/07/1997 stallation Date Start of Operation Approval Type:dX General —Provisional —Piloting _ Remedial Seasonal Residence—used less than 6 mo./year:_Yes•X No, D. Operating Information 02/12/2004 Inspection Date Previous Inspection Date 11 Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: Process Effluent Description DEPMicroFASTnew.doc-3/12/04 Page 1 of 2 LlMassachusetts Department of Environmental Protection 'Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Sampling Information 2224 Samples Taken: Influent Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter,,,Splash Recycle Notes and Comments: Alarm inside -not accessible. F. Certification 1 certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in p accordance with 257 CMR 2.00. Michael Dillen 02/12/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31 s`of each year for the within 30 days of inspection 301h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc•3/12/04 Page 2 of 2 f I N C 0 R P 0 R A T E 0 8450 Cole Parkway Shawnee, KS 66227 Phone 913-422-0707 m Fax: 912-422-0808 2224 e-mail: onsite c0 biomicrobics.com II www.biomicrobics.com w 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FASTO System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 BMR1030 05/07/1997 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor — -` Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT o tional LIMIT RESULT Estimated Daily Flow Strip Mall H Standard Units) Color N/A Temperature Odor Process Comments: Alarm inside- not accessible. TECHNICIAN SERVICE DATE Michael Dillen 02/12/2004 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 March 12, 2004 Barnstable Board of Health FRECEIVED) 200 Main Street Hyannis, MA 02601 �'Attention: "Health Agent - - Reference: Single Home FAST® Treatment System J Serial Number: BMR1036 Attached please find the Field Inspection& Service Report(as required) for services performed on 02/12/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP i LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation 2223 Important: Brislane Limited VRT When filling out Owner forms on the computer, use 1513 Route 132 only the tab key Facility Street Address to move your Centerville cursor-do not 02632 use the return city Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: Osterville MA 02655 lawn City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1036 Bio-Microbics, Inc. Single HomeFAST .9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type.-X"General_Provisional _Piloting _ Remedial Seasonal Residence—used less than 6 mo./year: _Yes X No- D. Operating Information 02/12/2004 Inspection Date Previous Inspection Date 11 Sludge Depth(to be checked yearly) Pumping Recommended _ Yes X No Color: N/A Odor: Process Effluent Description DEPMicroFASTnew.doc•3/12/04 Page 1 of 2 I LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2223 E. Sampling Information Samples Taken:_ Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter,,,Splash Recycle Notes and Comments: Alarm•inside,-�not-accessible F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 02/12/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31 st of each year for the within 30 days of inspection 301h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston, MA 02108 DEPMicroFASTnew.doc-3/12/04 Page 2 of 2 f A. a 1 PIN � 11 C 0 R P 0 R MA. ,T En 8450 Cole Parkway w Shawnee, KS 66227 w Phone 913-422-0707 w Fax: 912-422-0808 2223 e-mail: onsiteBbiomicrobics com B www.biomicrobics.com .800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 BMR1036 OS/07/1997 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating (if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Prima SettlingZone Aerobic Treatment Zone EFFLUENT o tional LIMIT RESULT Estimated Dail Flow Stri Mall H Standard Units Color N/A Temperature Odor Process Comments: Alarm inside-not accessible. TECHNICIAN SERVICE DATE Michael Dillen U2/12/2004 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 / p Fax: (508) 880-7232 December 11, 2003 0? Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report(as required) for services performed on 11/26/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP 'f LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation 2223 Important: Brislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville 02632 cursor-do not use the return City Zip key. Mailing address of owner, if different: 'Q P.O. Box 430 Street Address/PO Box: Osterville MA 02655 City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Finn 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1036 Bio-Microbics, Inc. Single HomeFAST .9 DEP iD Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting _Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 11/26/2003 Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc- 12/11/03 Page 1 of 2 Massachusetts Department of Environmental Protection LF-1k Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2223 E. Sampling Information Samples Taken:_ Influent _Effluent Parameters sampled:_pH _BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter,,,Splash Recycle Notes and Comments: Control Panel inaccessible. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 11/26/2003 Operator Signature Date System owner must submit this report,technology 0&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31 s`of each year for the within 30 days of inspection 301h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc•12/11/03 Page 2 of 2 I W�� l NCO RPORATED 8450 Cole Parkway m Shawnee, KS 66227 m Phone 913-422-0707 m Fax: 912-422-0808 2223 e-mail: onsiteC�biomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address CentervilleMA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O.Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST .9 BMR1036 05/07/1997 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel s Visual Alarm eratmi X Audio Alarm Operating X if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow Strip Mall H Standard Units) Color N/A Temperature Odor None Comments: Control Panel inaccessible. TECHNICIAN SERVICE DATE Michael Dillen 11/26/2003 Jei at;x&, Y2G. 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 December 11, 2003 2003 i''gC�H RNST Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report(as required) for services performed on 11/26/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP r 1 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2224 A. Installation Important: Brislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville cursor-do not 02632 use the return city Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: Osterville MA 02655 'eQA/ City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1030 Bio-Microbics, Inc. Single HomeFAST .9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting —Remedial Seasonal Residence—used less than 6 mo./year: _Yes X No I D. Operating Information 11/26/2003 Inspection Date Previous Inspection Date 11 Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc•12/11/03 Page 1 of 2 r= LMassachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 2224 E. Sampling Information Samples Taken:_Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Notes and Comments: Control Panel inaccessible. F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 11/26/2003 Operator Signature Date System owner must submit this report, technology 0&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisional Use- General Use—by September 31st of each year for the within 30 days of inspection 30th of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc•12/11/03 Page 2 of 2 RolN r O n=Pn ' A T E 0 8450 Cole Parkway w Shawnee, KS 66227 o Phone 913-422-0707 II Fax: 912-422-0808 2224 e-mail: onsite(ftiomicrobics.com II www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address CentervilleMA 02632 Name Wastewater Treatment Services, Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST.9 BMR1030 05/07/1997 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating X Audio Alarm Operating X if present Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Da ly Flow Strip Mall H Standard Units) Color N/A Temperature Odor None Comments: Control Panel inaccessible. TECHNICIAN SERVICE DATE Michael Dillen 11/26/2003 I 44 Commercial Street Raynham, MA 02767 , Tel: (508) 880-0233 Fax (608)�880 Z232 February 25, 2003 _ Barnstable Board of Health 0 PO Box 534 `?20 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection & Service Report (as required) for services performed on 02/12/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville,MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT z<� COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&NI Form for Title 5 I/A Treatment and Disposal Systems Installation 08cN1 Firm: Authorized Service Provider [nation Address: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. Owner Name: Bris pe Limited VRT �Ntail Address: � 44 Commercial Street M P.O. Box 430ail Address: Osterville, MA 02655 �� MA 02767 Telephone No.: (5 8)880-0233 5087751442 Certified Operator''t'ele hone No.: . DEP No.: i✓Ifr•No.: BMR1030 Cert.No.: Model No.: Start of Operation:Single HomeFASTI Installation Date: p 5/7/1997 I al Type: (Circle) Seasonal 'dence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No I Operating Information Previous Date: I Inspection ate: Sludge Depth:(to be checked yearly) Pum tn� �� p commended(Circle) Yes No Effluent Description: Attach copy of certified lab results. Check all that are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Y�' n � Notes and Comments: � � . n, I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Signature 4 Dace System owner must submit Remedial Use—by January 3 1"of Department of Environmental this report, manufacturer's each year for the.previous calendar Protection O&M checklist, and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use-within One Winter Street, 6`" Floor to the local Board of Health 34 days of inspection date General Use—by September 30'h of Boston, NIA 02108 and DEP as follows for each inspection performed: each year for the previous 12 months 511101 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 August 13, 2003 VVI Barnstable Board of Health tCp 200 Main Street J,`u 0) ! , Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report (as required) for services �f performed on 08/12/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, aoSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider [nstallation Address: 0�1vt Firm: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. Owner Name: Mail Address: Brisbane Limit ed�T 44 Commercial Street Mail Address: OstP.O Box e, Raynham,MA 02767 Ostervtille, .MA. 02655 (508)880-0233 Teleohone No.: 5087751442 Certified operator Name: Telephone No.: -- DEP No.: N(fr.No.: BMR1036 Cert.No.: /l) ?3 Model No.: Installation Date: Single HomeFAST I Start of Operation: 5/7/1997 1 Type: Circle Seasonal ' ence—used less than 6 moJyear:(Circle) GeneraI Provisional Piloting Remedial Yes I No I Operating Information Previous Inspection Date: Inspection Date. Sludge Depth:(to be checked yearly Pum ina p ,Recommended(Circle) Effluent Description: I Yes No Attach copy of certified lab results. Checka!l dmr are required . Samples:Influent Effluent f Parameters: pH BOD TSS IN Other Other Other Description of Overall System Condition: Description of any Maintenance Perfotm.d since Previous Inspection and During this Inspection: lam/ 5-e-It,V ..d/''VS S�F Note an ottu � 01 \A I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true,accurate, and complete as of the time of the i pection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. U Operator Signature Dale System owner must submit Remedial Use—by January 31'of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within �O days of inspection date One Winter Street, 6'" Floor to the local Board of Health and DEP as follows for General Use—by September 30',of Boston, NLA 02108 each inspection performed: each year for the previous 12 months 5/l/0l Yr I N C 0 R P 0 R A T E 0 OW OF N . .�. _ NEN0 8450 Cole Parkway► Shawnee, KS 66227► Phone 913-422-0707► F -422-0808 e-mail: onsfteRbbiomicrobics.com► www.blomicrobics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System !i'Y r "'x. i �. & >.Y - ;;>a ay 1F'` 3 •tv f.nti3r'{Si. ` .,ON17"re�t•,awyc�,`'K� K"`"`s h •� Fi �� ...,��1�. _ T 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brisbane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box'430 Raynham, MA 02767 Osterville, MA 02655 City State Zip Phone 5087751442 Fax e-mail 508-880-0233 508-880-7232Phone Fax e-mail Model No. Serial No. Date of Installation Date of last pumpout Singe HomeFAST BMR1036 5M97 � 1y� - � , UIPM E NT� � Electrical Panel(s) Visual Alarm Operating .Q Audio Alarm Operating if //�resent A Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LAW RESULT Estimated Daily Flow Striv Mall H Standard Units) Color Temperature Odor /cam TECHNICIAN SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 August 13, 2003 Barnstable Board of Health 1 9 2pp3 200 Main Street p�G Hyannis, MA 02601 vvN of gP oEpT g�E (0 NEP�TN Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 08/12/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP .y.`�«,_ .•ate RECEIVE® COMMONWEALTH OF MASSACHUSETTS =lR. AUG 19 2003 EXECUTIVE OFFICE OF ENVIRONMENTAL FADS W OF BARNSTABLE DEPARTMENT OF ENVIRONMENTAL PROT TH DEPT. ONE WINTER STREET, BOSTON, MA 02108 617.392-5500 DEP Approved Inspection and 03cM Form for Title 5 I/A Treatment and Disposal Systems Installation authorized Service Provider [nstallation Address: O�NI Finn: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. Owner Name: BrisVjpe Limited VRT 'Mail Address: 44 Commercial Street Mail Address: P.O. Box 430 Ra ynham,MA 02767 Osterville, .MA 02655 (508)880-0233 5087751442 Teleohone No.: Telephone Yo.: ' ' - Certified Operator Name: DEP No.: btfr.No.: BMR1030 Cem No.: Model No.: Installation Date:Single HomeFASTI Start of Operation:p 5/7/1997 I al Type: (Circle) Seasonal 'dence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating)information Previous Inspection Date: I Inspection ate: Sludge Depth:(to be checked yearly) Pumping Recommended(facie) ;` 6 I Yes No Effluent Description: Attach copy of certified lab results. Creek all drat are required / Samples:Influent Effluent Parameters: H p BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: i Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true,accurate, and complete as of the time of the ins ecrion. I am a M sachusetts certified operator in accordance with 257 CMR 2.00. off. �� Operator Signature Date System owner must submit Remedial Use-by January 31"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within One Winter Street, 6'h Floor to the local Board of Health 30 days of inspection date and DEP as follows for General Use-by September 30'"of Boston, .,L-k 02108 each inspection performed: each year for the previous i'_ months 511101 ,d4m Y�w,iey,; EIVED LU AUG 19 2003 MININCORPORATEO -"�RNSTABLE :_.__.. 1H DEaPT. 8450 Cole Parkway► Shawnee, KS 66227► Phone 913-422-0707► Fax: 912422-0808 e-mail: onsiteMbiomicrobics.com P. www.blomicrobics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Senrices,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box Ray�m, MA 02767 Osterville, MA 92655 City State Zip 508480-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail .O. Model No. Serial No. Date of Installation Date of last pumpout Sin a HomeFAST BMR1030 5n197 Electrical Panel s Visual Alarm Operating Audio Alarm Operating (if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pumpout Required: Primary Settling Zone ' Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Daily Flow Strip Mall H Standard Units Color Temperature (/ Odor c�✓�t�- s ,0 sr 3 P TUM CIAN SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508)_880-0233 Fax:'(508) 880-7232 January 10; 2003 , . . a `BAN 1 O'2003 • N OF✓' R jTA6LE TOwFiEAI?4 [)E Barnstable Board of Health PO Box 534 Hyannis, MA 02601 z .. Attention:,.r• Health-Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report (as required) for services performed on 12/16/2002 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, ' Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT . c COMMONWEALTH OF MASSACHUSE TTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292-5500 DEP Approved Inspection and O&H Form for Title 5 VA Treatment and Disposal Systems Installation Authorized Service Provider pwneNa dress: 08u�(Firm: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. : iV(ail Address: Brisbane Limited VRT 44 Commercial Street P.O. Box 430 Raynham,MA 02767 Osterville, .MA 02655 ( Teleohone No.: 508) 880-0233 5087751442 Certified Operator Name: Telephone No.: I DEP No.: 'NIfr.No.: BMR1036 Ctrs.No.: `CD Model No.: Installation Date: Start of Operation: Single HomeFAST I 5MI997 I Type: (Circle) Seasonal ence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No I Operating Information I Previous Inspection Date: i Inspec ion ate: Sludge Depth:(to be checked yearly) I P ping Recommended(Circle) Effluent Description: Attach copy of certified lab results. es No Check all dwr are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true,accurate,and complete as of the time of the inspecrion. am a Massachusetts certified operator in accordance with 257 CN R 2.00. Operator Signature ate System owner must submit Remedial Use—by January 3 1"of Department of Environmental this report, manufacturer's each vear for the previous calendar Protection O&M checklist, and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within One Winter Street, 6'h Floor to the local Board of Health 3O days of inspection date and DEP as follows for General Use—by September 30'h of Boston, hL-k 02103 each inspection performed: each year for the previous 12 months 511101 � ' Q 1 � � 1 IN CIO RPOR ATE D 8450 Cole Parkway P. Shawnee, KS 66227► Phone 913-422-0707 P. Fax: 912-422-0808 e-mail: onsfteMblornicrobics.com,► www.biomicrobics com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER i 1513 Route 132 Installation Address Centerville,MA 02632 Name Wastewater Treatment SSM Inc. Owner Name Brisbane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O. Box.430 Raynham, MA 02767 Osterville, NIA 02655 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST BMR1036 5/7/97 EQUIPMENT YES 'NO. M�ANCE PERFORMED,AND CONIlINTS Electrical Panel s Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration (i Treatment unit(s) Unusual Odor v Pum out Required: Pri SettlingZone Aerobic Treatment Zone EFFLUENT optional) LIIMIIT RESULT Estimated Dail,r-1- Strip Mall H Standard Units) Color Tem rature Odor CHMCIAN aG ATURE SERVICE DATE l i 44 Commercial Street Raynham, MA 02767 r , Tel: (508) 880-0233 . Fax: (508) 880-7232 January 10;$2003 f J AN 1 � 2003 Barnstable Board of Health t°�.N , r.� Pr��LE PO Box 534 Hyannis, MA 02601 bAttention. _ ,HealtWAgent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 12/06/2002 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ' 6 DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02 L08 6I7-392-5500 DEP Approved Inspection and O&H Form for Title 5 UA Treatment and Disposal Systems Installation authorized Service Provider Installation address: 08c;�(Firm: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. Owner Name: ;tilail address: Brishne Limited VRT 44 Commercial Street Mail Address: P.O. Box 430 Raynham, MA 02767 Osterville, MA 02655 (508) 880-02 5087751442 Telephone No.: Tele hone No.: Certified Operator Name: C� . DEP No.: I Nffr.No.: BMR1030 Cert.No.: I i�fode(No.: ` Single HomeFASTI Installacton Date: Start of Operation: I 5/7/1997 7Effiluent Type: (Circle) SeasonakRNo' Bence-used less than 6 mo./year: (Circle) Provisional Piloting Remedial .1 Yes Operating Information ection Date: I Inspection D Sludge Depth:(to be cheered yearly) Pu ing Recommended(Circle) / es No ription: Attach copy of certified lab results. Check all that are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: e64 9 Notes and Comments: f certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, c curate, and complete as Of the time of th"nspection. Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Signature 4a4teo--) System owner must submit Remedial Use-by January 3151 of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and anv year Attn: Title 5 Program required sampling results Ptlotin; & Provisional Use - within to the local Board of Health 30 days of inspection date One Winter Street, 61" Floor and DEP as follows for General Use-by September 30'"of Boston, :tiL-� 02108 each year for the previous 1-2 months each inspection performed 5/I/O I I MMINCORPORATEO I �T 8450 Cole Parkway► Shawnee, KS ee227 P. Phone 913-422-0707 P. Fax: 912-422-0808 e-mail: onsite(Mbiomicrobics.com P. www.biomicrobics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: P.O. Box 430 Mail Address 44 Commercial Street Osterville, MA 92655 RYA, MA 02767 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail ':INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout Sin a HomeFAST BMR1030 5M97 E UIPMENT =:YES NO.. 1�L!�IIVTFNANCE PERFORT�D AND,COS Electrical Panel(s Visual Alarm Operating Audio Alarm Operating A)4 if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor (/ Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEMH RESULT Estimated Daily Flow Strip Mall H Standard Units) Color Temperature Odor CHNII . SIGNATURE SERVICE DATE Lr f f 1 nc`"S� 'CLoo.d��Yzt-�32� a�74 Commercial Street 767am, MA LE el: (508) 880-0233. ax: (508) 880-7232 September 12, 2002 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 " Attention: n"L Health Agent " Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report (as required) for services performed on 9/4/2002 at the property of Brisbane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Si rely, J t M. Whitman Enclosures Copy to: Brisbane Limited VRT l l7•'''. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER.STREET, 80STON, MA 02108 617-292.5300 4. DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation authorized Service Provider [nstallation Address: 08th1 Fitm: 1513 Route 132 Centerville, MA Wastewater Treatment Services, Inc. Owner Name: Nlail Address: Brisbane Limited VRT 44 Commercial Street Mail Address: P.O. Box 430 Raynham,MA 02767 Osterv�ille, .MA 02655 (508) 880-0233 Tele hone No.: 5087751442 Certified Operator Name: Tele hone No.: DEP No.: ht wBMR1036 Cem`lo.: /►' R1 -� 1 i Model No.: 7? Single HomeFAST Installation Date: Start of Operation: I 5/7/1997 1 T e: Circ :�P ( le) Seasonal ence-used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No I Operating Information Previous Inspection Date: Inspection/ate: d Sludge Depth: to be cheOcd yearly) P in-Recommended(Circle) y es No Effluent Description: Attach copy of certified lab resul . Check all tRat are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of an M p Maintenance Y Performed since Previous Inspection and During this Inspection: Notes and Comments: [certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate,and complete as of the time of the ins ction. kam a Massachus m ce ' ed operator in accordance with 257 CNIR 2.00. Operator Signature Date System owner must submit Remedial Use—by January 3 1"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and anv year Attn: Title 5 Program required sampling results Piloting& Provisional Use- within to the local Board of Health '�days of inspection date One Winter Street, 61" Floor and DEP as follows for General Use—by September 30'"of Boston, .,L-k 02108 each year for the previous l= months each inspection performed: 511101 F I 1 " INCORPORATED 8450 Cole Parkway► Shawnee, KS 66227► Phone 913-422-0707► Fax: 912-422-0808 e-mail: onshe0biomicrobics.com► www.blomlcmbics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System ..�r'sf�l't'k 11\S L A.LLTaON 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Seridoes,Inc. Owner Name Brisbane Limited VRT Strom Mail Address: Mail Address 44 Commercial Street P.O. Box 430 Raynham, MA 02767 Osterville, MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail F c ti�y.s r fj� ;. Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST BMR1036 5n197 EQUIPMENT `� ' Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if present s Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pam pout Required: Primary Settling Zone 41-1 Aerobic Treatment Zone EFFLUENT(optional) LIIVIIT RESULT Estimated Daily Flow Stri Mall H Standard Units) Color Temperature Odor G � TECHMCIAN SIGMA SERVI ATE F SEP 1 9 2002 Commercial Street Tow,., aynham, MA "TABLE 2767 HEAL i n DEPT. Tel: (508) 880-0233 Fax: (508) 880-7232 September 12, 2002 Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Attention: Healtli Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 9/4/2002 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. S' rely, net M. Whitman Enclosures Copy to: Brislane Limited VRT COMMONWEALTH OF MASSACHUSETTS `{Y' ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ,DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292.Ss00 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: 1513 Route 132 0&��l Firm: Centerville, MA Wastewater Treatment Services,Inc. Owner Name: BrisVjue Limited VRT ��lail Address: P.O. Box 430 44 Commercial Street Mail Address: Raynham,MA 02767 Osterville, .MA 02655 (508)880-0233 5087751442 Telephone No.: 'telephone No.: Certified Operator Name; DEP No.: �ifr oBMR1030 GG !� Cart No.: Model No.: Installation Date: Single HomeFAST I Start of Operation: 5/7/1997 al Type: (Circle) Seasonal Bence—used less than mo 6 ./year: (Circle) General Provisional Piloting Remedial � Y No Previous Inspection Date: Operating Information I Inspection Dace: Sludge Depth:(to b I m ina _ Recommended(circle) dae checked yearly) Pup , Effluent Description: Yes No Attach copy of certified lab results. / Check all then are mquired Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Y� and Duringthis Inspection Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the ins ection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Operator Signature System owner must submit Remedial Use—by January 3 1"of p Dace this report, manufacturer's each year for the previous calendar De artment of Environmental Protection O&M checklist, and any year required sampling results Piloting & Provisional Use -within Attn: Title 5 Program to the local Board of Health 3O days of inspection date One Winter Street, 6'" Floor and DEP as follows for General Use—by September 30'h of Boston, iX-k 02108 each inspection performed: each year for the previous 12 months 511101 a s fix„ e >tti�•krt}� ! MH INCORPORATED 8450 Cole Parkway► Shawnee, KS e9227► Phone 913-422-0707 P. Fax: 912-422-0808 e-mail: onsite®biomicrobics-Com► Www.biomicrobics.com P. 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FASTS System '•v > a 1 Jd' 4 1 i k Y $ .fie IIISTA,�I..tI.ATIOIq NJ r.gig `C� ;ter rtr {„ {AUiiTdHo S,IItVt�(�`','^ ?RC )VID R :.i ^p, �'�I� A:.. t kft' 3;sy,iatk 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment km es,Inc. Owner Name Brislane Limited VRT Street Mail Address: P.O. Box 430 Mail Address 44 Commercial Street Osterville, MA 92655 Raynham, MA 02767 City State Zip 50"80-0233 508-880-7232 Phone 5087751442 Fax �yy e-mail( il Phone Fax e-ma f�. G.i:. `>"7:`Ggl •}sicM;7W} .. ..,� .• r e -.iao �"'"t^� $ {�, t.r" 1 h 7 Model No. Serial No. Date of Installation Date of last—mpout �� S}i�ngle HomeFAST BMR1030 5M97 EQVJ,Lp�irlGl�i Ak,,,,,y Electrical Panel s Visual Alarm Operating Audio Alarm Operating if resent Blower(s) - Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise t/ Excessive Vibration (/ Treatment unit(s) Unusual Odor Pumpout Required: PrimarySettlin• Zone Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Dail Flow Strip Mall H Standard Units Color Temperature Odor TECHNICIAN SIGNATURE SERVICE DATE c I 44 Commercial Street Raynham, MA 02767 RECEi1/Ep Tel: (508) 880-0233 Fax: (508) 880-7232 June 24, 2002 JUL 0 2 2002 TOWN OF BARNSTABLE HEALTH DEPT. Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Attention: Health_Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 6/11/2002 at Brislane Limited VRT located at 1513 Route 132- Centerville, MA. Please call if you have any questions or require additional information. S;et ly, JM. Whitman Enclosures Copy to: Brislane Limited VRT L COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Oe'tNl Firm: Authorized Service Provider Installation Address: 1513 Route 132 Centerville,MA Wastewater Treatment Services, Inc. Owner Name: Brislane Limited VRT Mail Address: 44 Commercial Street iVtail Address: 619 Main Street Raynham,MA 02767 Centerville,MA 02632 Telephone No.: Telephone No.: (508)880-0233 5087751442 Certified Operator Name: /tj�( DEP No.: Mfr-No.: BMR1030 Cart.-No.: A/-;�� Model No.: Installation Date: Start of 0 Single HomeFAST I peration: 5/7/199!:1 al Type: (Circle) Seasonal Nodence-used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes Operating Information Previous Inspection Date: i InspectionDate: Sludge Depth:(to be checkedyearly) ing Recommended(Circle) 6Y Yes No Effluent Description: Attach copy of certified lab results. Check all that are required ISamples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Ceeqp Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the itpection. I am a�tassachus certified operator in accordance with 257 CNIR 2.00. Operator Signature Date System owner must submit Remedial Use-by January 31 u of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&VI checklist, and any year Attn: Title 5 Program required sampling results Piloting & Provisional Use -within One Winter Street, 61" Floor to the local Board of Health LO days of inspection date General Use-by September 30'"of Boston, X-k 02103 and DEP as follows for each inspection performed: each year for the previous I? months 511101 •y�.,a 1 cam, 8450 Cole Parkway► Shawnee, KS 66227► Phone 913-422-0707► Fax: 912-422-0808 e-mail: onsitelMbiomicrobics.com► www.biomicrobics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System s+��i ti `h 94�R dp... •� Ss ``F p ��f 4 �S .w ++' � t i"� Si"� • ._' "+°v7�S€ �xYI��S r.�c, �. i�r � � g c a�lq. F i 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brishme Limited VRT Street Mail Address: Mail Address 44 Commercial Street 619 Main Street Raynham, MA 02767 Centerville,MA 02632 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail Model No. Serial No. Date of Installation Date of last pumpout � �EQ Sin a HomeFAST BMR1030 5M97 VHL� Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent I Al n Blower(s) Air Inlet Filter Clean 1/ Blower Hood Vents Clear Excessive Noise t/ Excessive Vibration _ Treatment unit(s) Unusual Odor 2_ Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LUMH RESULT Estimated Daily Flow Strip Mall H Standard Units) Color Temperature Odor TECWCIAN SIGNATURE SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 RECEIVED Fax: (508) 880-7232 June 24, 2002 J U L 0 2 2002 TOWN OF BARNSTABLE �53 HEALTH DEPT. MAP PARCEL i Barnstable Board of Health LOT P.O. Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection & Service Report (as required) for services .._performed on 6/11/2002 at Brisbane Limited VRT located at 1513 Route 132 - Centivrville, MA. Please call if you have any questions or require additional information. 9et ely, M. Whitman Enclosures Copy to: Brisbane Limited VRT _ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS } DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: 1513 Route 132 0&M Firm: Centerville, MA Wastewater Treatment Services, Inc. Owner Name: Brisbane Limited VRT tail Address: �ilail Address: 619 Main Street 44 Commercial Street Centerville,MA 02632 Rayner MA 02767 5087751442 Telephone No.: (508) 880-0233 Tele hone No.: Certified Operator Name; • DEP No.: Mfr.No.: BMR1036 Cat.No.: Lode .�i No I Installation Date: Single HomeFAST Start of Operation: 5/7/1997 1 T,vpe: (Circle) Seasonal ence-used less than 6 Mo./year: (Circle) General Provisional Piloting Remedial • Yes No Operating Information Previous Inspection Date: Inspectioq Date: Sludge Depth:Ito be checked yesrly) Pumping Recommended(Circle) U J I Et�luent Description: Yes NoAttach copy of certified lab results. Check all dtm are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Descript ion of Overall System Condition: Description Ot any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate,and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. Operator Sign Lure — �� System owner must submit Remedial Use-by January 311 of Date this report, manufacturer's each year for the previous calendar Department of Environmental O&M checklist, and anv year Protection required sampling results Piloting& Provisional Use - within Artn: Title 5 Program to the local Board of Health 3o days of inspection date One Winter Street, 6" Floor and DEP as follows for General Use-by September 30t°of Boston, NL-k 02108 each inspection performed: each year for the previous I_2 months 511101 a%=, 8450 Cole Parkway P. Shawnee, KS 88227► Phone 913-422-0707 P. Fax: 912-422-0808 e-mail: onshedbblornicrobics.com► www.blomlcrobics.com it. 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System „�ti sa".� t bs ca d ti,'�✓E �'1' N' INSTALLATION ,; z`�� k �';'r _tAUTHO SER CE ��i cv� y�x5h y'w < $ # xw l . .... ..:. ,.. u � ""....t... � 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment ServWes,Inc. Owner Name Brisbane Limited VRT Street Mail Address: Mail Address 44 Commercial Street 619 Main Street Raynham, MA 02767 Centerville,MA 02632 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST BMR1036 5n197 UIPMEW Electrical Panel(s) Wwal Alarm Audio Alarm Operating /A if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear ' Excessive Noise Excessive Vibration 'Y matment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Daily Flow Strip Mall H Standard Units) Color Temperature Odor TE2tRgClAN SIGNA SERVICE DATE 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 April 17, 2002 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 3/12/2002 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. 7m rely, net M. Whitman Enclosures Copy to: Brislane Limited VRT COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.392.SS00 DEP Approved Inspection and O&NI Form for Title 5 VA Treatment and Disposal Systems 00 Installation Authorized Service Provider Installation Address: 1513 Route 1 . O&NI Firrn: Centerville MA Owner Name: �°stuuatr�' '�ireerrmr��tf&y&�e&, Brislane Limited VRT Mail Address: 619 Main Street 44 Commercial Street,Raynham,MA 02767 Nail Address: Tel-(SM)880.0233 Fax:(WS)880.7232 Centerville,MA 02632 Telephone No.: 5087751442 Certified Operator N Telephone No.: Name: DEP No.: Mfr.No.: BMRI Cert.No.: Model No.: Installation Date: l Start of Operation: yin Ic Nome FAST 5/7i97 Aggiroval Type: (Circle) _T_Seaso_na;,ReQence—used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:(co be checked yearly) Pumping Recommended(Circle) i Yes No Effluent Description: Attach copy of certified lab results. Check all drat are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate, and complete as. of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CNIR 2.00. 3 /aA Operator Signature Dace System owner must submit Remedial Use-by lanuary 3l"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist, and any year Attn: Title S Program required sampling results Piloting& Provisional Use - within 30 days of inspection date One Winter Street, 6,,, Floor pec to the local Board of HealthBoston, ;�(A 02108 and DEP as follows for General Use-by September 30,h of each inspection performed: each year for the previous 12 months 5i li0 I L at=, ORPORATED 8450 Cole Parkway■ Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsit _biomicrobics.com■www.biomicrobics.com ■ 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System > ry 1 ' i � x f nP t r r �yr'y4 PE G.. v vs`•a f r � -.5 Y� ny�-y� ^y1A-.^`� 9 rye .,� ji�l x+• t� �',1��'" �t .: '�c��?y� K;,s. (�rce:=:�`�.>;.N�.�i•``+:�'�^;?� Sk�.�• rYf^r y�� ✓ i1 Y, y R J 1513 Route 132 i Installation Address Centerville,MA 02632 Owner Name Brislane Limited VRT � Mail Address: n 44 comffwrcW s>tr8qt q�y�,t;�;: �� 619 Main Street Tee:(soa)eeq 0=. ,Fax Isoel eeo-7M i Centerville,MA 02632 ,. 508-880-7232 Phone 508-775-1442 Fax e-mail Phone Fax e-mail 0 U Model No. Serial No. Date of Installation Date of last pumpout BMR1030&BMR1036 5/7/97 r • EQUIPMENT, Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating �� if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise !/ Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT o tiona LEWT RESULT Estimated Daily Flow Strip Mall H Standard Units) Color Temperature Odor TECHNICIAN SIGNATURJE F SERVICE DATE � � c 1 4 i� I ° IM SALES'&SERVICE, INC. September 1.5, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: BMR1030 Attached please fmd the Field Inspection& Service Report and test results(as required) for services performed on 09/05/2000 at the home of Brislane Limited VRT located at C1513-Route•132--Centerville; MA.�, Please call if you have any questions or require additipnal information. Sincerely, Janet M. Whitman Enclosures Cc: Brislane Limited VgT 44 Commercial St. r Baynham,MA 02767 Tale.508 823 9566 Fax 508.8801232 O f .j 0=1 1 N C OR PO RATED 8450.Cole Parkway ■ Shawnee, KS 66227 ■Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsite .biomicrobics.com .www.biomicrobics.com . 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville. MA 02632 Name AR Sales& Service.Inc. Owner Name Brislane Limited VRT Street Mail Address 619 Main Street Mail Address 44 Commercial Street Centerville, MA 02632 Raynham, MA 02767 City State Zip City State Zip 5087751442 508-823-9655 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation =Date of last pumpout BMR1030 5/7/97 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMFY ENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating 0111 (if resent) Blower(s). Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration V Treatment.unit s Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Dailv Flow Strip Mall Bedrooms H(Standard Units) 6-9 S.U. Color Clear ✓ Temperature Odor Slightly V musty odor (not septic) T CHNICIAN WN TURE SERVICE DATE LU n G _ / r J&R SALES & SERVICE, INC. June 13, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BNdR1030 Attached please find the Field Inspection& Service Reports and Testing Results (as required) for services performed on 6/2/00 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Lillian Ferreira 041 Enclosures cc: Brislane Limited VRT 44 Commercial St. Raynham,MA 02767 Tale.508 823 9566 Fax 508 880 7232 i� F I N C 0 R P 0 R A T E 0 8450.Cole Parkway ■ Shawnee, KS 66227 ■ Phone 913-422-0707 ■ Fax: 912-422-0808 e-mail: onsitee-biomicrobics.com ■www.biomicrobics.com ■ 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT- For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville, MA 02632 Name J&R Sales& Service, Inc. Owner Name Brislane Limited VRT Street Mail Address 619 Main Street Mail Address 44 Commercial Street Centerville, MA 02632 Raynham, MA 02767 City State Zip City State Zip 5087751442 508-823-9655 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout BMRI 030 5/7/97 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating 11, (if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear 1/ Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone V Aerobic Treatment Zone l/ EFFLUENT(optional) 1xVITT RESULT Estimated Daily Flow Strip Mall Bedrooms H(Standard Units) 6-9 S.U. Color Clear U Temperature Odor Slightly V musty odor (not s tic TECHNIQIAbLSIGNATURE SER CE PATE 7 777 / ) J&R SALES & SERVICE, INC. March 15, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Mq Attention: Health Agent ? of 00 Reference: Single Home FAST° Treatment System Serial Number: BMR1030 � l Attached please find the Field Inspection& Service Reports and Testing Results(as required) for services performed 03/13/2000 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Candy Gayares attachments cc: Brislane Limited VRT 44 Commercial St. Aaynham,MA 02767 Tele.508 823.9566 Fax 508.880 7232 I ',i rij I i I N C 0 R P 0 R A T E 0 3271 Melrose Drive -Lenexa. KS 66214 • Phone: 913-492-0707 - Fax: 913-492-0808 e-mail: onsite®biomicrobics.com - www.biomicrobics.com - 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED;SER�tICE PROVII31rR 1513 Route 132 J&R Sales and Service Installation Address Name Owner Name Brislane Limited VRT Street Mail Address c/o Silva&Silva Mail Address 44 Commercial St. i 619 Main St. Raynham, MA 02767 City Centerville State tjA Zip 02632 City State Zip 508-775-1442 — 08 880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INEORMA.ZTON Model No. Serial No. Date of Installation Date of last numpout BMR1030&1036 j 5/7/97 CIO::: _ .14?AIlV.L�'AN�PEREORS'i1ED tYND'.CO�iIIv�,�iT� Electrical Panels) Visual Alarm Operatins v Audio Alarm Operating 'II (if present) Blower(s) I Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise v I Excessive Vibration I Treatment unit(s) Unusual Odor Pum out Required: Primary Sett&g Zone u Aerobic Treatment Zone v :ETELUJENF'o tionai ;I zu1 _ RESIILT"'; Estimated Daily FIow ' H(Standard Units) 6-9 S.U. Color .Clear Temperature l Odor Slightly musry odor (not sepric) l _ TECEMCIAN SIGNATURE MINTCE'DATE I 3- a t ,! J&R SALES & SERVICE, INC. December 21, 2000 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: BMR1030 Attached please fmd the Field Inspection& Service Report and test results(as required) for services performed on 12/11/2000 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, et M. Whitman Enclosures Copy to: Brislane Limited VRT 44 Commercial St. Flaynham,MA 02767 • Tele.508 823-9566 Fax 508.880 7232 W=1 N C OR PO RATE 0 8450.Cole Parkway ■ Shawnee, KS 66227.Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsite(&-biomicrobics.com a www.biomicrobics.com . 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville, MA 02632 Name 1&R Sales&Service, Inc. Owner Name Brislane Limited VRT Street Mail Address 619 Main Street Mail Address 44 Commercial Street Centerville, MA 02632 Raynham, MA 02767 City State Zip Ci State Zip 5087751442 508-823-9655 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout BMR1030 5/7/97 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean V Blower Hood Vents Clear 1/ Excessive Noise Excessive Vibration (� Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Daily Flow Strip Mall Bedrooms , H(Standard Units) 6-9 S.U. Color Clear Temperature Odor Slightly musty odor not septic) T CHNICIAN 1GNATURE SERVICE QATE ^ r J&R SALES & SERVICE, INC. March 19, 2001 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 . Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 3%8/01 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. S' cerely, net M. Whitman Enclosures Copy to: Brislane Limited VRT 44 Commercial St.'. . 8aynham,MA 62767 Tele.508.823.9566 fax 508 880-7232 C Q Q I N C 0 R P 0 R A T E 0 8450 Cole Parkway■ Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite(Mbiomicrobics.com ■www.biomicrobics.com ■ 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER I; 1513 Route 132 Installation Address Centerville, MA 02632 Name AR Sales&Service, Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street 619 Main Street Raynham, MA 02767 Centerville,MA 02632 City State Zip 508-823-9566 508-880-7232 Phone 508-775-1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout BMR1030&BMR1036 5/7/97 EQUIPMENT YES NO MARnI NANCE`PERFORNM AND CONWENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating �- (if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise V Excessive Vibration Treatment unit(s) Unusual Odor Pumpout Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT LEVAT RESULT Estimated Daily Flow Strip Mall H(Standard Units) Color Temperature Odor CHNICIAN SIG ATURE SERVICE DATE / 8�ool RECEIVED JUL 2 6 �001 j&R SALES & SERVICE, INC. TOWN OF BARNSTABLE July 18, 2001 HEALTH DEPT. Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 6/15/01 at the home of Brislane Limited VRT located at 1513 Route 132� ["Centerville,,MA. Please call if you have any questions or require additional information. S erely, et M. Whitman Enclosures Copy to: Brislane Limited VRT 44 Commercial St. ' flapham.MA 02767 Tole.508 823.9566 Fax 508.680 7232 I N C 0 R P 0 R A t E 0 8450.Cole Parkway . Shawnee, KS 8=7 .Phone 913-422-0707 . Fax: 912-422-0808 e-mail: onsit2gbiomicrobics-com .www.biomicrobics.com . 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville, MA 02632 Name AR Sales&Service, Inc. Owner Name Brisiane Limited VRT Street Mail Address 619 Main Street Mail Address 44 Commercial Street Centerville, MA 02632 Raynham, MA 02767 City State. Zip Citv State Zip 5087751442 508-823-9655 508-880-7232 Phone Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Seriai No. Date of Installation =Date of last pumpout BMR 1030 5/7/97 EQUIPMENT YES NO MAINTENANCE PERFORMED AND COMMENTS Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating (if present) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise C/ _ Excessive Vibration ( (y Treatment unit(s) Unusual Odor Pum out Required: Primary Settling• Zone Aerobic Treatment Zone EFFLUENT(optional) L.EWr RESULT Estimated Dailv Flow Strip Mall Bedrooms H(Standard Units) 6-9 S.U. Color Clear 'Temperature Odor Slightly musty odor (not septic) TECHN fCla SIGNATURE SERV1 E DATE i i w RECEIVED 00) S E p 2 7 2001 )&R SALES & SERVICE, INC. TOWN OF BARNSTABLE September 21, 2001 HEALTH DEPT. Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 9/14/01 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, J et M. Whitman Enclosures Copy to: Brislane Limited VRT 44`C6mmercial Si: Aaynham,:MA 02767 Tele.508 823-9566 fax 508.880.7232 i .. i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 0.2108 617.292.5500 DEP approved Inspection and O&M Form for Title 5 VA Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: 1513 Route 132: O&M Firm: Centerville MA J & R Sales & Service, Inc. Owner Name: Mail Address: Brislane Limited VRT 44 Commercial Street Nail Address: 619 Main Street Raynham, Ma 02767 Centerville, MA 02632 Telephone No.: 50 823-9566 j Telephone No.: 5087751442 Certified Operator Name: DEP No.: Mfi. No.: BMR1030 Cert.No.: �� Model No.: Installation Date: Stan of Operation: 3lft (c FAST 5/7/97 Amroval Type: (Circle) Seasons ence-used less than 6 mo./year: (Circle) General Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection Date: Sludge Depth:(to be checked yearly) Pumping Recommended(Circle) I Effluent Description: Yes NoAttach copy of certified lab results. Check all that are required // 1A Samples: Influent Effluent Parameters: pH BOD TSS 'N Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection / and During this Inspection: N)A Notes and Comments: ( certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 C,*vIR 2.00. f L7 /d Operator Signature tDate System owner must submit Remedial Use—by January 3 1"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&VI checklist, and any Yew Attn: Title 5 Program required sampling results Piloting& Provisional Use . within One Winter Street, 61" Floor to the local Board of Health 'O days of inspection date General Use -by September 30'h of and DEP as follows for Boston, �lA 0..108 each year for the previous I= months each inspection performed: 5/1;01 I _ t 1 N C 0 R P 0 R A T E 0 8450 Cole Parkway a Shawnee, KS 66227.Phone 913-422-0707 ■ Fax: 912-422-0808 e-mail: onsiteCDbiomicrobics.com a www.biomicrobics.com . 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville,MA 02632 Name J&R Sales&Service, Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street 619 Main Street Raynham, MA 02767 Centerville, MA 02632 City State Zip 508-823-9566 508-880-7232 Phone 508-775-1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pumpout BMR1030&BMR1036 5/7/97 EQUIPMENT YES NO .: MAM7ENANCE PERFORMED AND CObIlKENTS Electrical Panel(s) Visual Alarm atmi ,o Audio Alarm Operating NIq if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pumpout Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEVIIT RESULT Estimated Daily Flow Strip Mall H Standard Units) Color Temperature Odor TE HNI IAN SIGNATURE SERVICE DATE Q i 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 January 7, 2002 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 12/18/01 at the home of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. cerely, Lam' anet M. Whitman Enclosures Copy to: Brislane Limited VRT a COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 0-2108 617.292•S500 DEP Approved Inspection and O&NI Form for Title 5 VA Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: 1513 Route 132: O&M Firm: Centerville MA Va6tetoatei� Owner Name: Nlail Address: Brislane Limited VRT 44 Commercial street,Raynham,MA 02767 Mail address: 619 Main Street Tel.(508)ee0-02M Fax.(soe)880-7232 Centerville,MA 02632 Telephone No.: 5087751442 Telephone No.: Certified Operator Name: IDEP No.: Mfr. No.: BMR10 0 Cert.No.: Model No.: Installation Date: Start of Operation: S1R Ic Nome FAST 5/7/97 Aunroval Type: (Circle) SeasonSW444ence-used less than 6 mo./year: (Circle) Genera! Provisional Piloting Remedial Yes No Operating Information Previous Inspection Date: Inspection D e: Sludge Depth:(to be checked yearly) Pumping commended(Circle) IEffluent Description: Attach Yes o copy of.certified lab results. Check all that are required Samples: Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: I i Notes and Conurxents: i 1 certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached manufacturer's operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the ins ction. 7aa Massachusetts certified operator in accordance with 257 CNIR 2.00. /A h ,9 �. O pera or Sigtature ate System owner must submit Remedial Use-by lanuary 3 l"of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&NI checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use - within One Winter Street, 6'" Floor to the local Board of Health 30 days of inspection date Boston, :MA 02108 and DEP as follows for General Use-by September 30 of each inspection performed: - each year for the previous 12 months 511i01 � 4 -ULU CQ=1 8450 Cole Parkway■ Shawnee, KS 66227■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite _biomicrobics.com a www.biomicrobics.com s 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER ,;;_: 1513 Route 132 Installa tion Addre ss Cente rville,MA 02632 Owner Name Brislane Limited VRT Mail Address: 44 Commercial Street,Raynham,MA 02767 619 Main Street TeL( )8800233 Fax 0908)880.7232 Centerville,MA 02632 508-880-7232 Phone 508-775-1442 Fax e-mail Phone Fax e-mail 'INSTALLATION INFORMATION F. Model No. Serial No. Date of Installation Date of last pumpout BMR1030 8t BMR1036 5/7/97 E UIPMENT .r Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise 1/ Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LEMH RESULT Estimated Daily Flow Strip Mall H Standard Units Color Temperature Odor HNICIA"IG14TURE SERVICE JPAvTE I N C 0 R P 0 R A T E 0 8271 Melrose Orive -Lenexa. KS 66214 - Phone: 913-492-0707 - Fax: 913.492-0808 e-mail: onsite®biomicrobics.com - www.biomicrobics.com - 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-l11ficrobics Single Home FAST® System INSTALLATION AUTHORIZED SEXVICS PROV-MER. 1513 Route 132 J&R Sales and Service Installation Address I Name Owner Name Brislane Limited VRT Street Mail Address c/o Silva&Silva Mail Address 44 Commercial St. i 619 Main St. Raynham, MA 02767 City Centerville State MA Zip City State Zip 508-775-1442 — 8 880-7232 Phone Fax e-mail Phone Fax e-mail `N-S ALLATION:INF.QRMA Model No. Serial No. Date of Installation' Date of last piunpout BMR1030&1036 5/7/97 E:.TIPIIr `.:r3ctES` � a -lvrAr• rrc �PoR1 colr�v�v-rs Electrical Panels) Visual Alarm Operating j Audio Alarm Operating I (if present)` I Blower(s) I I Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration j Treatment unit(s) 77 1 Unusual Odor Pum out Re uired- Sealin -Zone Aerobic Treattent Zone : LIJElY'F' o tionai77471Z1 T Estimated Daily Flow H(Standard Units) 6-9 S.U. Color Clear Temperature Odor Slightly . musty odor (not septic) I I _ TECMS ICIAN SIGNAIVRE MkVICE DATE I J&R SALES & SERVICE, INC. August 12, 1999 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Reports and Testing Results(as required) for services performed on 8/6/99 at the property of Brislane Limited VRT located at 1513 Route 132. Please call if you have any questions or require additional information. Sincerely, Candy Gay es attachments cc: Brislane Limited VRT 44 Commercial St. Aaynham,MA 02767 Tele.508 823.9566 Fax 508.880 7232 I J&R SALES & SERVICE, INC. May 19, 1999 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST®Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Reports and Testing Results (as required) for services performed on 5/3/99 at the home of Brislane Limited VRT located at 1513 Route 132. Please call if you.have any questions or require additional information. Sincerely, y Candy Y Ga ares� attachments cc: Brislane Limited VRT 44 Commercial St. Raynham,MA 02767 Tole.508-823.9566 Fax 508.880.7232 1 T 6 INCORPORATED 8271 Melrose Drive -Lenexa. KS 66214 • Phone: 913-492-0707 - Fax: 913-492-0808 e-mail: onsite®biomicrobics.com - www.biamicraoics.com • 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION PROVIDER Installadoa Address I Name J&? Sales & Service , Inc. Owner Name 5 Z va �i va Street olt2 nercla treet Mail Address 619 "-rain Street Mail Address Centerville, Y-4— 02632 City State Zin CiryRaYnhar, State"!AZip 027 6 7 508-775-1442 508-823-9566 Phone Fax e-mail Phone rax e-mail - sr TION ZTFO1MKM €.. _ Model No. Serial No. I Date of Installation Dare of last pumpout oa I .� Ste•=" :...��;n� Electrical Panels) ! Visual Alarm Operatingt� Audio Alarm Operating (if present) v Slower(s) ! I Air Iniet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration I I Treatment unit(s) Unusual Odor �— Pumpout Required: Primary Senag Zone Aerobic Treatment Zone ✓ 1=UENT'o tfonai Estimated Daily Flow _ pH Standard Units) 6-9 S.U. Color Clear ✓ Temperature Odor Slightly musty odor (not septic) I OWNER SIGNATURE TECM TICIAN SIGNATURE -., SF—RWCE DATE - v i �Y 4 J & R SALES & SERVICE, INC. February 24, 1999 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST®Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Reports and Testing Results (as required)for services performed on 2/12/99 at the home of Brislane Limited VRT located at 1513 Route 132. Please call if you have any questions or require additional information. Sincerely, Candy Gayares v attachments cc: Brislane Limited VRT 44 Commercial St. Raynham,MA 02767 Tel:508-823-9566 Fax:508-880-7232 1NC0RP"0RATE0 8271 Melrose Drive •Lenexa, KS.66214- ?hone: 913-492-070-7.--Fax: 913-492A808 e-mail: onsite®biomicrobics.com • www.triomidrobics.com •-800-753-FAST(3278) FIELD INSPECTION. &-=SERVICE REPORT _ For Bio-Microbics Single Home FAST® System INSTAZTON AtITHQRIZED SERUTCE PROVIDER eeu Installation Address Cet) r vi!l� `�t�A Name J&P Sales & -S-ervice, Inc. Owner Name 611.va ck ..1 iva Street 44 Conn, Street Mail Address 619 '!a in Street Mail Address - Centerville, . MA 02632 City State Zip CitvRAynh2rt Slate ,',?.Zio 027 7 505-775-1442 508-823-9.566 Phone Fax e-mail Phone ax e-mail Rq&T1 LL,AZ30N ZT0RNfATWN'. Model No. Serial No. _ Date of Installation Date f last pumpout O /I9 - b '7t✓EE!EKE�B&IED�AND`Cc1VIIufE1�TS Electrical Panel(s) Visual Alarm Operating •-- Audio Alarm Operating . (if resent) Blower(s) Air Inlet Filter Clean a. Blower Hood Vents Clear .r Excessive Noise v Excessive Vibration ✓ - Treatment unit(s) Unusual Odor Pum out Required: Primary Settling Zone _ -- Aerobic Treatment Zone - = EEI±ZIIErF)' :o tfonal ti Estimated Daily Flow - _ H Standard Units) 6-9 S.U. - Color_ _ - Clear _ _ Temperature " Odor Slightly - - musty-odor (not seotic) OWNER SIGNATURE TECHNICIAN SIGN SERVICE DATE ,r J&R SALES & SERVICE, INC. December 3, 1999 Barnstable Board of Health PO Box 534 Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST°Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Reports and Testing Results(as required) for services performed 12/2/99 at the home of Brislane Limited VRT located at 1513 Route 132. Please call if you have any questions or require additional information. Sincerely, Barbara J. Rogers attachments cc: Brislane Limited VRT 44 Commercial St. Baynham,MA 02767 Tele.508 823.9566 Fax 50B•BB0 7232 L —_ � I INCOflPOflATEO 8271 Melrose Orive -Lenexa. KS 66214 - Phone: 913-492-0707 - Fax: 913-492-0808 e-mail: onsiteObiamicrobics.cam - www.biomicrobies.com - 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-lVficrobics Single Home FAST® System INSTADZA€TIOI�I: AUTHORIZED SERVICE PR4umER, 1513 Route 132 J&R Sales and Service Installation Address I Name Owner Name Brislane Limited VRT Street Mail Address c/o Silva&Silva Mail Address ommercial St. 619 Main St. Raynham, MA 02767 City Centerville State MA Zip City State Zit 508-775-1442 - b 08 880-7232 Phone Fax e-mail Phone Fax e-mail INSTALI;ATION INE.QRM.4TION� - -. . Model No. Serial No. Date of Installation Date of last DtimP out BMR1030&1036 j 5/7/97 Electrical Panels) Visual Alarm Operating j Audio Alarm Operating I ' (if present) I v { Blower(s) { Air Inlet Filter Clean Blower Hood Vents Clear I Excessive Noise .... Excessive Vibration I Treatment unit(s) I Unusual Odor Pum out Required: Primary Settling Zone L Aerobic Treatment Zone EEELU-F1gT' o p tionai LZ Ir ItES.ULT' ji Estimated Daily Flow I pH(Standard Units) 6-9 S.U. i Color Clear Temperature Odor Slightly musty odor (not semric) I TECHMCIA.N SIGNATURE SER.VIClr'DATE Effluent Test Results for Single Home MicroFast®Treatment Systems on 1513 Route 132(lyannough Road),Centerville,MA General Strip Mall 1513 Route 132(lyannough Road),Centerville,MA 253/018/001 J&R Sales and Service, Inc. (Wastewater Treatment Services, Inc.)with Bio-microbics Date BOD Kjeldahl,Nitrogen Nitrate, Nitrogen 4110E Nitrite, Nitrogen 4110E Ammonia, Nitrogen 350.1 pH Solids,Suspended Pass/Fail Comments mg/L mg/L mg/L mg/L mg/L S.U. mg/L P or F installation 5/7/97 12/11/2000 NT NT NT NT NT NT NT 3/8/2001 NT NT NT NT NT NT NT 6/15/2001 NT NT NT NT NT NT NT needs pumping 9/14/2001 NT NT NT NT NT NT NT 12/18/2001 NT NT NT NT NT NT NT 3/12/2002 NT NT NT NT NT NT NT INCORPORATED 8450 Cole Parkway► Shawnee, KS ee227► Phone 913-422-0707► Fax: 912-422-0808 e-mail: onsiteAbiomicrobics.com P. www.blomicrobics.com► 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION}} AUTHORIZED SERVICE PROVIDERS " x1 i•_rn�+•`rt1 , ��r '��v�i.. �.'y1�'°^�,`;'tiC'+�r 3��,r: ++y�7 rs. �'i2&�1+&��Y w1: ,Bi•�i.4'a�.�a'� ti°h+aq"ut¢�1�� t2 r 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: P.O. Box 430 Mail Address 44 Commercial Street Osterville, MA 92655 Rays, MA 02767 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail INSTALLATIONRIFORMATION n..: .. > Model No. Serial No. Date of Installation Date of last pumpout Single HomeFAST BMR1030 5M97 MAIIIENANC>r PERFORNIEUAND CO UIPMENT_.. ,�'�.�».�'�FS ..1:'`�� Electrical Panel(s) Visual Alarm Operating AM Audio Alarm Operating A/ if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration I/ Treatment unit(s) Unusual Odor Pum out Required: Primary SettlingZone Aerobic Treatment Zone EFFLUENT(optional) LEWr RESULT Estimated Daily Flow Strip Mall H Standard.Units) Color , ,, Temperature Odor HMCIAN IG ATURE SERVICE ATE �, Massachusetts Department of Environmental Protection Bureau of ResourceQ Protection Title 5 Y I. ,yt 11Ll DEP Approves! op,", a ti z a� nspect� and O&M Form'for Titls $x i Rt Treatment andDisposal Systemss� ,, A. Installation Important: Brislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville cursor-do not 02632 use the return city Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: Osterville MA 02655 reas» City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State - Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1036 Bio-Microbics, Inc. Single HomeFAST.9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type:X General _Provisional _Piloting _Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 05/28/2004 Inspection Date Previous Inspection Date 12.0" Sludge Depth(to be checked yearly) Pumping Recommended _Yes X No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc•6/4/04 Page 1 of 2 LjMassachusetts Department of Environmental Protection . Bureau of Resource,Protection Title 5 - DEP Approved Inspection and O&M Form for Title 51/A . " Treatment and Disposal Systems E. Sampling Information 2223 Samples Taken:_Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection &during this inspection: Cleaned Filter,,,Splash Recycle Notes and Comments: Control panel in'locked building-not accessible F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 05/28/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting& Provisional Use- General Use—by September 3115'of each year for the within 30 days of inspection 30'"of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc-6i4iO4 Page 2 of 2 RECEIVED 44 Commercial Street Raynham, MA 02767 JUN 1 0 2004 Tel: (508) 880-0233 TOWN OF BARNSTABLE . Fax: (508) 880-7232 HEALTH DEPT. June 4, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent p ` Reference: Single Home FAST®Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report(as required)for services performed on 05/28/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP f t 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 November 18, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report (as required)for services performed on 11/10/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP R Department of Environmental.Protection_ u yFc ,,,,.,Massachusetts. *'�td"±v. >n,`k� Y- :Y r Bueau of ResouKce Pro a log Tltle�,�„5 g , [?. iw fssl� w: J 4� 4M� r t a$�7 a -s � n � �PApp�ra + lrs e. t �, tla. r T`t�i�YS` Ys � �Qr `�Q �1� �-P.r t f. � h , ;� �Rv n eatrnn as a } �r � � t .•s_.fi•S 'klalJ"�'.xW'i`t3�;#'YrA tyYfS> . ,:. �:>S.R:.tr9 A. Installation-.*, Important: Brislane Limited VRT When filling out Owner forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville 02632 cursor-do not use the return city Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: ((— Osterville MA 02655 City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name - Certification Number C. Facility/System Information BMR1036 Bio-Microbics, Inc. Single HomeFAST.9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting _Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 11/10/2004 Inspection Date Previous Inspection Date 22.0" Sludge Depth(to be checked yearly) Pumping Recommended X Yes _No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc-1 1/18/04 Page 1 of 2 Massachusetts Department of Environmental Protection ':r--.,� u' ,-a ..Y i�i: t. d+''.qd`�:'#-}u ,.4 x.,-, L Y4.§ 4 ,. � Bureau,of Resource;:P,rotectr : Tltle.5. �, L ,kj� f {_, ya,� r,. � ".5,e� �'.. .:;"kf� +a ,. ,�- s.k-+ l '.? `a'� t :- «!Yvt, r. Dry♦P,v� p ra ec yt.�t' p 5#a h ��``R�Rl.�Fbr�r�n are ..; ` TMS"tie�*1 �'Fid�,'� EP "Y? y •5 4'$L.,S v{.3' -kj - 1 ''8+•'�+}Y"' "+t �;Fj�x fc�✓'L'r� .#^" Y 5 a _ i atmerftd � /�/�/��///sttalavys:ems. p �P �c.^A E. Sampling Information , Samples Taken:_Influent _Effluent Parameters sampled:_pH_BOD_TSS_TN_Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter,,,Splash Recycle, Notes and Comments: Alarm inside-not accessible. System needs to be pumped F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist„and the information reported is true, accurate, and complete a's of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 11/10/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use-by January Piloting & Provisional Use- General Use-by September 31st of each year for the within 30 days of inspection 30th of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston. MA 02108 DEPMicroFASTnew.doc•11/18/04 Page 2 of 2 1 Ft,'��,t{" - - 4 �kY ; � �7 i { X�'' ,�" ..g i.�y.3,�r'�k�,�'x sa+".";•� ICJ) T M • 1 � `t• S .f _ [ r't '� <• i�� ME .: fNCG;.A.PyR-ATE0 x't k[cam k.. + 8450 Cole Parkway w Shawnee, KS 66227 m[Phone 913-422-0707 w Fax: 912-422-0808 3683 e-mail: onsite nobiomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION.& SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER 1513 Route 132 Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O.Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail I Phone Fax e-mail INSTALLATION INFORMATION ; Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 BMR1036 05/07/1997 EQUIPMENT YES. NO MAINTENANCE'PERFORMEDAND,COMMENTS`'. , Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow Strip Mall H Standard Units Color N/A Temperature Odor None Comments: Alarm inside-not accessible. System needs to be pumped. TECHNICIAN SERVICE DATE Michael Dillen 11/10/2004 L� I 44 Commercial Street Raynham, MA 02767 Tel: (508)M0-0233 ti.. .,Fax:.(508) 88Q.-7232 June 5, 2003 E�VE® t . JUN 0 92 0 0 3 TOWN OF BARNSTABLE HEALTH DEPT. Barnstable Board of Health ----- 200 Main Street Hyannis, MA 02601 Attention: Health Agent R Reference: Single Home FAST® Treatment System Serial Number: BMR1036 Attached please find the Field Inspection& Service Report(as required)for services performed on 05/19/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP 1 COMMONWEALTH OF I ASSACHUSETTS EXECUTIVE OFFICE OF ENVIRON1bIENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.3500 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: Route 132 0&.v(Firm.- Centerville, MA Wastewater Treatment Services, Inc. Owner Name: Brislane smite Mail Address: 44 Commercial Street LN fail Address: P.O. Box 430 Raynham,MA 02767 Osterville, MA 02655 Telephone No.: Telephone No. 5087751442 Certified Operator Name: ' DEP No.: Mfr.�Io.:_ BMR1036 Cerc No.: Mode!No.: Installation Date: Start of Operation: MicroFAST 05/07/1997 val Type: CEircle) Seasonal sidence—used less than 6 moJyear: (Circle) Gene Provisional Piloting Remedial .I Yes No Operating Information I Previous Inspection Date: Inspection ate:X Sludge Depth:(to be diecked yearly) I Pumping Recommended(Circie). Yes No - Effluent Description: Attach copy of certified lab results. Cheri all rlwr are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: Notes and Comments: I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true,accurate,and complete as of the time of the inspe 'on. I am a Massa efts certified operator in accordance with 257 CMR 2. Operator Signature ate System owner must submit Remedial Use—by January 31'of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use-within One Winter Street, 6`h Floor to the local Board of Health 30 days of inspection date General Use—by September 30`h of Boston,lL� 02108 and DEP as follows for each inspection performed: each year for the previous12 months 5/1/01 s ' � INCORP0 RATE0 8450 Cole Parkway■ Shawnee, KS 66227 ■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsite(cDbiomicrobics.com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION „' AUTHORIZED'SERVICE'PROVIDER 'r�"` 1513 Route 132 Installation Address Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: P.O.Box 430 Mail Address 44 Commercial Street Osterville,MA 02655 Raynham, MA 02767 City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail :., - .... '. ..,>.,k;:.-.m,. r,.._ � T1(.:1`�._INF�QRME�Z'IO�I�� .:��..�'rt . '��"`�'�- Model No. Serial No. Date of Installation Date of last pumpout MicroFAST BMR1036 5/7/97 Electrical Panel(s) w Visual AlarmOperatin IVIe Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise Excessive Vibration Treatment unit(s) Unusual Odor Pum out Required: Primary SettlingZone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated DailyFIow StripMall Bedrooms H(Standard Units) Color Temperature f�� Odor - 7_ ✓ /3 �G r TECHNICIAN SIGNATURE SERVI E DA E . #, 24• 7R��"r1,�,�t 1 LA ry }r.S # ) ` INCOSRP0RATEO 8450 Cole Parkway II Shawnee, KS 66227 Phone 913-422-0707 ta Fax: 912-422-0808 2223 e-mail: onsite(ftiomicrobics.com m www.biomicrobics.com W 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System f3 ;INSTALLATION s AUTHORIZED,SERVICEkPROVIDER�+y` ' 1513 Route 132 fr Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O.Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATTION„.INFOIt1V1ATION Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 BMR1036 05/07/1997 E UIPME T r " N; � "; _�„ ',FYES��ws��`�"�N,O'�;�,k;b ��MAINTENAt1pCE PERFORMED�AND�COIkI11�EN�S, Electrical Panel(s) Visual Alarm Operating Audio Alarm Operating if present Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment unit(s) Unusual Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) ,, LIMIT -RESULT Estimated Daily Flow Strip Mall H Standard Units Color N/A Temperature Odor None Comments: Control panel in locked building-not accessible. TECHNICIAN SERVICE DATE, Michael Dillen 05/28/2004 �astluti,� ��a��zerzt cfe/`GtGCe6�, �i7,� 44 Commercial Street Raynham, MA 02767 Tel: (508) 880-0233 Fax: (508) 880-7232 November 18, 2004 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST° Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report (as required) for services performed on 11/10/2004 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Ll A Treatment and Disposal Systems 3682 A. Installation Important: Brislane Limited VRT When filling out Owner -- -- --------- ------------ - ---------- forms on the computer,use 1513 Route 132 only the tab key Facility Street Address to move your Centerville 02632 cursor-do not City use the return Zip key. Mailing address of owner, if different: P.O. Box 430 Street Address/PO Box: Osterville MA 02655 City State Zip (508 775 1442 ext. Telephone Number B. Authorized Service Provider Wastewater Treatment Services, Inc. O&M Firm 44 Commercial Street Street Address Raynham MA 02767 City State Zip — (508)—880-0223 ext. Telephone Number Michael Dillen 11173 Certified Operator Name Certification Number C. Facility/System Information BMR1030 Bio-Microbics, Inc. Single HomeFAST .9 DEP ID Manufacturer's Name&ID Model Name&Number 05/07/1997 Installation Date Start of Operation Approval Type: X General _Provisional _Piloting _ Remedial Seasonal Residence—used less than 6 mo./year:_Yes X No D. Operating Information 11/10/2004 Inspection Date Previous Inspection Date 11 sludge Depth(to be checked yearly) — Pumping Recommended X Yes _No Color: N/A Odor: None Effluent Description DEPMicroFASTnew.doc-11/18/04 Page 1 of 2 Massachusetts Department of Environmental Protection 1 Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems 3682 E. Sampling Information Samples Taken: Influent Effluent Parameters sampled:_pH_BOD_TSS_TN _Other(list below) Other 1 Other 2 Other 3 Description of any maintenance performed since previous inspection & during this inspection: Cleaned Filter,,,Splash Recycle Notes and Comments: Alarm inside -not accessible. System needs to be pumped F. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Michael Dillen 11/10/2004 Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January Piloting & Provisionai Use - General Use—by September 3152 of each year for the within 30 days of inspection 30`h of each year for the previous calendar year date previous 12 months Department of Environmental Protection Attention: Title 5 Program One Winter Street, 61h Floor Boston. MA 02108 DEPMicroFASTnew.doc• 11/18/04 Page 2 of 2 A0j14 G '.av➢� k�4. Y 4.. t x R`A T f'"0 8450 Cole Parkway Shawnee, KS 66227 Phone 913-422-0707 m Fax: 912-422-0808 3682 e-mail: onsite cabiomicrobics.com m www.biomicrobics.com m 800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION AUTHORIZED SERVICE PROVIDER >, 1513 Route 132 Installation Address Centerville,MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: Mail Address 44 Commercial Street P.O.Box 430 Raynham, MA 02767 Osterville,MA 02655 City State Zip 508-880-0233 508-880-7232 Phone 508 775 1442 Fax e-mail Phone Fax e-mail INSTALLATION INFORMATION Model No. Serial No. Date of Installation Date of last pump out Single HomeFAST.9 BMR1030 05/07/1997 EQUIPMENT YES", NO ' ; MAINTENANCE PERFORMED AND"COIYIMENTS ; Electrical Panel s Visual Alarm Operating Audio Alarm Operating if resent Blower(s) Air Inlet Filter Clean X Blower Hood Vents Clear X Excessive Noise X Excessive Vibration X Treatment units Unusual'Odor Pum out Required: X Primary Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Daily Flow Strip Mall H Standard Units Color N/A Temperature Odor None Comments: Alarm inside-not accessible. System needs to be pumped. TECHNICIAN SERVICE DATE Michael Dillen 11/10/2004 44 Commercial Street F�Rl Raynham, MA . 02767 JUN -0 9 2003 Tel: (508) 88070233 Fax: (508) 880-7232 = TOWN OF MS Jurie S, 2003 y HEALTH DEPT Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Attention: Health Agent Reference: Single Home FAST® Treatment System Serial Number: BMR1030 Attached please find the Field Inspection& Service Report(as required)for services performed on 05/19/2003 at the property of Brislane Limited VRT located at 1513 Route 132 - Centerville, MA. Please call if you have any questions or require additional information. Sincerely, Wastewater Treatment Services, Inc. Service Department Enclosures Copy to: Brislane Limited VRT Massachusetts DEP COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 817.292.6300 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems Installation Authorized Service Provider Installation Address: O&N- (Firm: Centerville, MA Wastewater Treatment Services,Inc. Owner Name: Brislane timiteC VK1 iv(ail Address: 44 Commercial Street iN(ail Address: P.O. Box 430 Raynham,MA 02767 Osterville, MA 02655 Telephone No.: 508 880-0233 Telephone No.: 5087751442 Certified Operator Name: /� _/ E��- ti DEP No.: lblfr.NO.: BMR1030 Cert No.: Z Model No.: Installation Date: Start of Operation: MicroFAST 05/07/1997 val Type: CEircle) Seasonal idence used Less than 6 mo/year: (Circle) Gene Provisional Piloting Remedial I Yes rNo Operating Information I Previous Inspection Date: do Date �PeC � I Sludge Depth:(to be checked yearly) Pumping Recommended(Circle) -- -� - -- - Yes No Effluent Description: Attach copy of certified lab results. Check all drat are required Samples:Influent Effluent Parameters: pH BOD TSS TN Other Other Other Description of Overall System Condition: Description of any Maintenance Performed since Previous Inspection and During this Inspection: "/V Notes and Comments: — I certify: I have inspected the sewage treatment and disposal system at the address above,have completed this report and the attached manufacturer's operation and maintenance checklist,and the information reported is true, accurate,and complete as of the time of the ' ecrigr�r I am a Massachusetts certified operator in accordance with 257 CNM 2160. Operator Signature Date System owner must submit Remedial Use—by January 31'of Department of Environmental this report, manufacturer's each year for the previous calendar Protection O&M checklist,and any year Attn: Title 5 Program required sampling results Piloting& Provisional Use-within One Winter Street, 6`h Floor to the local Board of Health 330 days of inspection date General Use—by September..30ih of Boston,AMA 02108 and DEP as follows for each year for the previous 12 months each inspection performed: 5/i/01 I r - I N C 0 R P 0 R A T E O 8450 Cole Parkway■ Shawnee, KS 66227 ■Phone 913-422-0707■ Fax: 912-422-0808 e-mail: onsiteebiomicrobics com ■www.biomicrobics.com ■800-753-FAST(3278) FIELD INSPECTION & SERVICE REPORT For Bio-Microbics Single Home FAST® System INSTALLATION' `` - "' �''.°`AUTHO.RIZED"SERVICE PROVIDLR� � 1513 Route 132 pInstallationddress Centerville MA 02632 Name Wastewater Treatment Services,Inc. Owner Name Brislane Limited VRT Street Mail Address: P.O.Box 430 Mail Address 44 Commercial Street Osterville,MA 02655 Raynham, MA 02767 -�-- City State Zip 508-880-0233 508-880-7232 Phone 5087751442 Fax e-mail Phone Fax e-mail -- <3--A-L, Model No. Serial No. Date of Installation Date of last _�-pumpout MicroFAST BMR1030 E_{i1IPMENT �,�_ r 5/7/97 �� Electrical Panel s - Visual Alarm eratin Audio Alarm Operating if resent) Blower(s) Air Inlet Filter Clean Blower Hood Vents Clear Excessive Noise v Excessive Vibration Treatment unit s Unusual Odor Pum out Re uired: Prima Settling Zone Aerobic Treatment Zone EFFLUENT(optional) LIMIT RESULT Estimated Dail Flow StripMall Bedrooms H Standard Units) Color Temperature Odor TECHNICIAN SIGNA SERVICE DATE S bcl ALP tc'. r"r-lt� 9 FURNITURE & EQUIPMENT .PLAN O! PART PLAN "?elv'16V� `l le, s,5 2. , 0 0 r Ox , 4. 5. 6. ,., 7. o N � 8. i- R 9. 10. J n cc. T ------------ 12.. 13• , f '• TOWN OF BARNSTABLE Bpi THE r�� Aft s Q 1996 OFFICE OF i ssaieT.ffi, BOARD OF HEALTH � rrua i639- 367 MAIN STREET �a M k HYANNIS, MASS.02601 May 19, 1995 Peter Sullivan,P.E. Baxter&Nye, Inc. 812 Main Street Osterville, MA 02655 RE: Route 132 Hyannis Assessor's Map 1253, Parcels 8-1, 18-2, 18-3 Dear Mr. Sullivan: You are granted a variance on behalf of your client, Brislane Limited Venture R.T. from Board of Health Regulation Part VIII Section 6.00, which requires all commercial buildings to connect into the municipal sewer line if located within 3,000 feet of a sewer line. This,variance allows you to install onsite sewage disposal systems at Route 132, Hyannis listed as Parcels 18-1, 18-2, and 18-3, on Assessor's Map 253 with the following conditions: (1) No high volume water users are authorized in the building. Restaurants, delis, laundromats, dentist offices, and other high volume water users are prohibited. (2) The applicant shall submit revised plans to show design data for the proposed office space prior to obtaining a disposal works construction permit.. (3) The building shall be connected to town water. (4) According to testimony from an abutter and from Peter Sullivan, P.E., the designing engineer,there is an existing septic system from an adjoining property currently located on this property. If the septic system from the adjoining property is not moved, then the design flow of that septic system brislane and the acreage of the adjoining lot are to be included in the calculations for compliance with Town Ordinance, Article 47 and the Board of Health "330"Regulation prior to obtaining approval of a disposal works construction permit. (5) You shall remit the required fee of three hundred dollars($300)prior to obtaining approval for three disposal works construction permits from the Health Division. (6) This variance expires in one year on April 24, 1996. Disposal works construction permits shall be obtained by the applicant prior to this date. The variance is granted because the closest sewer line, which is 2,000 feet away from this property, is a force main. The DPW will not allow you to connect the building into a force main, according to Robert Burgmann, P.E., the Town Engineer. The closest gravity sewer line is 2,600 feet away according to Peter Sullivan, P.E.,the designing engineer. Very truly yours, Susan G. Ral; R.S:' Qhakrman Board of Health Town of Barnstable SGR/bcs cc: Robert Burgmann, P.E. brislane Page 1 of 1 TOWN OF BARNSTABLE L6c n1:ON /jot !`Pm�Qr✓.•SIP SEWAGE N—`�; — s= VII.I.AGB CtcI fZZ`tl r t;:'Ile ASSESSOR'S MAP INSTALLER'S NAME&PHONE NO. bC'Y,la Cq y4 SEPTIC TANK CAPACITY LEACHING FACILITY:(type)_ if5 (size)-t-5X IC _ NO.OF BEDROOMS BUILDER OR OWNA A,Q0 4.t; /t47t-,C� S"IfJI A PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet Furnished by ;MCIS• 1' � /✓/ v� � j- iy8 s 03 R4)-'(06'9" - i https://itsgldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=253018001&sq=1 1/14/2020 BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,31 Floor,Hyannis,MA 02601 Tel,(508)771-7502 Fax:(508)771-7622 MEMORANDUM To: Tom McKean,Director-Barnstable Health Dept. From: Matthew Eddy,P.E. Date: 7/20/18 Re: Septic Flows at 1513 lyannough Road,Centerville Spaulding Rehabilitation cc: Eliza Cox,Esq. Joe Keller Please accept this memorandum to memorialize our meeting and understanding on 6/7/2018 regarding the proposed Spaulding Rehabilitation use in Building#2 at 1513 lyannough Road,Centerville. As we discussed in that meeting we agreed to the following: 1. Spaulding Rehabilitation(SR)use would be classified as office for determination of the septic flow. 2. The net floor area use in calculation of the septic design flow would exclude certain areas such as hallways,common bathrooms,vestibule,mechanical spaces,and storage spaces. a. Please refer to the attached floor plan exhibit which identifies the spaces used towards the septic design flow as we agreed in our meeting. The areas hatched In red identify these spaces used. b. Also attached is a tabulation of the total room areas used for the calculation. c. The net floor area determined and agreed upon is 4,495 sf The existing septic permits for this parcel are as follows: 1. Building(System#1) a. Septic Permit#95-1553(dated 4/9/96),844 gpd. b. There is no change to this building. It remains all office use as originally designed. 2. Building(System#2) a. Septic Permit#95-1554(dated 4/9/96),563 gpd. The proposed use of 5R In Building#2 yields a septic design flow of 337.1 gpd for the net floor area of 4,495 sf. This leaves a balance of 225.9 gpd septic flow(based on the 563 gpd permit)available for the remainder of the Building#2. As a tenant is not yet selected for this remaining space we have shown as a representative flow this space as retail use which would allow 4,518 sf of retail space. Please contact me with any questions regarding this summary. Thank you. Page I BAxTER ME ENGINEERING AND SURVEYING 78 North 5e i-Jrd noon,llyan w MA.Ph 50&771.7502 By MW6 1513 lyannough Road,Hyannis,MA bate: 6M 1a BN Pnilect#20IM20 Wastewater Design Flow Calculations&Analysis Businesses In Bulidi 73 m 92 Use Area Design Flow m NaeslDescrlptkm UnROow I Total Code Retail Retail use area allowed= 4,518 sf 0.05 gpd 225.9 gpd from 310 CMR 15.00 Spaulding Rehab(GFA 6,400 at) By Net Floor Area Office Space 4495 sf 0.075 gpd 337.1 gpd from 310 CMR 15.00 (See attached lborplan and area table) (563 gpd 6dsting Septic Permit Total Facility System 82 Design Flow 563.0 gpd NW1554) Businesses In BuildinglSysterniN use Area Desi n Flow Nane rsloescriptlon UNtflow Total Code Office Office Space 11250 sf 0.075 gpd 843.8 gpd from 310 CMR 15.00 (844 gpd B(tsl'ing Septic Permit Total Facility System S1 Design Flow 8432 gpd 09&1553) 2018MO Septic Flow Calculations 1 r ' iv! C4 011 f: Sri i icy i5'si;tG 44 i• to ,W, ISO - r» p • ! ��•'c' :a�� ,,«... °king �'`.•.+ z �`. ' 1�k'fA. ■ jl� � �f' OR 1 ,.� p•c st j�.�; 3 ,I ail}-�'� }': �� I .+,F .• t �� vl• � t •�k vv 91, �" c: —ice• � \` -" - ;,� � a- • I� � t a w yiS {6 9 •'. ' .� I�w. ± i�j��C■p. f.• ! 1 � �l � i 1 4 4 " q sY ` f '"�M111 •F �i r ..:�,j� `y'•� It �� F yI V jiay � .� igg sag bn, L 4 e W ^�\ �� pC*awora.,�3a.F'I�,•r, - s �� "� � E � - ��ykt � t - ' �' � ,� I � • ' {f I —` Program Provided: r hFsndBis, 4 4 frr Administration: aa� � w 1 r _ (1)Vealiule 1':. 1,ere '' .s. '� �'.`€ ,;' (1)Reception/Chedaet/Chedc-0ut _ (1)Waiting Area (1)Managers Office (2)Patient TLT ! N Medical Clinic Includes; (2)Exam Rooms 6 f�xc r r}' t t o F �'. ; s.`C `� it ►e i I (1)Shared MD Office g « v r: t r' ` �i t I► h tet 1 Nurse Station J Wd Prep Area Thera•�d �, ,,�,� , ��"��a¢, � � �r,r- `�.�� ,y� � '�.3 Exam Clinic: (1)Speech Room � r F - ✓ r �`�r ! ate" , � _ ,� � .'`a . �„�a,� A (5)Treatrneni Bays E t I ti .. '�,' (i)Physical Therapy!Ocarpationaf Gym , � '+., '�•, t`S,, .,�,••.* � 1, (1)Equipment AlcoveVurgi _ Au� � +.� `'t. "� „ .. k \ (1)Carl Storage or Nourishment Alcove - —{f3 r (1)Therapist Work Station NAooFff ` Now Sealing for(11)FTE Shared Support i 1. Clean Supply FLOOR PLAN-TEST FIT-OPTION A-REVISION 2 L 2, Soifed utility ® Areas counted as office �.� 3. Lounge tdrrl6Wurpose ute''f-p space forwards septic 4. IT Closet (low a 4,495 sf DEPARTMENT LEGEND Notes: 1. The 2n°circulation candor,improves access from the gym MEDICAL CuraC El RECEPTIOWADMlN a the mace station,soiled utility and dean supply whdl w liti improveSapport operational efficiencies. An additional Eglirpment 1 Supply Alcove and Cad Alcoa 1 Noufahmerd Almve'Is also OUTPAnENT n�RAP`f a SHARED SUPPORT Q Tenant B included.However,(1)Treatment Bay and(1)PT Exam Roan b deleted from the program, Spaulding Rehabilitation Hospital Outpalient Clinic Feasibility Study-Hyannis,MA 10108042 01 PARS : SPAULDING. •- 11 r.A L t I c A a r REHABILITATI0,14 NETWORK 04102r1e a J` By: MWE 1513 Iyannough Road, Hyannis, MA Date: 629/2018 BN Project#2018-020 SPAULDING REHAB FLOOR PLAN Net Floor Area (see attached floor plan 1 red cross hatch denotes areas used as agreed in 617118 meeting with Tom McKean) Room Description Room(sf) Therapy Area 1507 Waiting 448 Reception 201 Treatment 93 Treatment 89 Treatment 86 Treatment 87 Treatment 90 , Exam 117 Exam 117 Exam 118 Exam 118 Ther Work 304 Manager Office 122 Patient Tit 102 Patient Tit 82 Lounge 253 MD Office 162 Exam 116 Exam 116 Med Prep 73 Nurse Station 94 TOTAL 4496 New I/A System Permit Summary Sheet f-PG - ��. �r� Site Information 1sS Town: P)Pf2-i'V S'FP,Q LL Town Permit# 9 Assessor Map/Parcel: 2 _0( <k `6�) I Unique Town ID# Site Address: 1 S 12 e--I- ( `3 2 /r— Owner Name: e`Q Altername Name: r r-, L_ rr V i2I Home Phone: Mailing Address: I Work Phone: n �- S t fYl Title 5 Information C)Z_L'0 Building Type/Use: Design Flow: �3'Y `f �.O m u-Yt.e.t�c.C Seasonal: Yes ❑ No_R- Unknown ❑ Bedrooms: Title V N.S.A.: Yes No ❑ Unknown ❑ Lot Size: ,4 3 ti crams Non-standard components: Please list all components e.g. I/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Sve-� r tt �3rn 2 10 3,6 Make and Model: e.{�6v�e BAST' 0 01 (,c.2) e>rn0 1030 Inspection Frequency: ��, � DEP Permit Type: General Approval Date: �51I S COC Date: ►nsFr kef �,�a � El Provisional Contract Entity: 1/yT S Cse.� 5 ��a ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Installation Date: Unit Startup Date: �-- �. c�-f- DEP Permit ID# Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: ?,4 C3+ry1 Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: Tracking# Entered: Entered By: FAX: 508-362-2603 14 ASSESSORS MAP NO; -tom _� ��" PARCEL NO- l-�� l - l , , 3 No.. Fss. THE COMMONWEALTH OF MASSACHUSETTS - BOAR® OF HEALTH TOWN OF BARNSTABL.E Appliration for Bi_nVn!3a1 Vor1w Tontitrurtivtt Urrutit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal r�7' .. 3............. L t dd orL os Address�C Wr a .................................. --•••-------------•-------•...-•--•-••-•••••-----•--•••-"-•-..................•........ �, . Installer Address J Type of Building Size Lot______ :_ _ ._.-�Sq--beet U Dwelling No. of Bedrooms. _Expansion Attic Garbage Grinder Other'—Type of Buildings� �`No. of persons____________________"_----. Showers �'� Cafeteria, y) Q' Other fixtures _______________________________ �-- W Design Flow----------------------- .'=....._..._gallons per. per day. Total daily flow.-___._.___ -3......_---------gallons. WSeptic Tank—Liquid capacity./I66.gallons Length---------------- Width________________ Diameter.-.------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length-------------------- Total leaching area___................sq. ft. Seepage Pit No........ .......... >ameter____. .pl,______ Depth below inlet.... ......... Total leaching area.1.c3..�...sq. ft. z Other Distribution box ( ` Dosin tank _) .7-� P � Percolation Test R ul s Performed b ---- - "/ 1 ------. " ---------- Date I Test Pit No. ._r.7-_.minutes per inch Depth of Test Pit________ _______ Depth to ground water_..4 v' .-+ Test Pit No. ` .-.:minuftes per Inch Depth of Test Pit------- ------- Depth to ground water..........n..._...___.. Description of Soil l�. } �G ` 7 /''= -��-----_-�_'� �..J _.��'�. x .... ��- `".g' , --.��•--�------------------------------------- --- =-.-........... ------•------- ...................................................---------- c. •.... UNature of Repairs or Alterations—Answer when applicable.-------------------............................................... ............................ ...................."-----.....-----..........._...------....._..........-•-"--"-• ........................................... ........................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance b n issu rby e -d of health. Signed ........... - - -------------- - -----0 . ....... ...... Application Approved By ........ -- O Application Disapproved for the following reasons: . ...._.._...... ........................... .._............... ...: _- ------_------.._---------------- ------------------------------------- - Date Permit No. ... :_ _ .......__ Issued -------------------------------------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired t -3. 1��— 'e't 'A has been installed in accordance with the provisions of TITI-E of he State Environmental Code as described in THE ISSUANCE OF THIS CERTIFICATE SHALL NOT eCOQTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -- Inspector ------------------ ...........----------------------------------------------------------------- - _________---_______________ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tjortifirate of Tontylinure THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired by ---------------------------------------------------------- --------- ------------------ ------------ ------------------ ----- ---------------- -------------------------- ---- ------------------------------------------ /----- --- ---------------- ------------------------ at has been installed in accordance with the provisions of TITI,E of he State Environmental Code as described in the application for Disposal Works Construction Permit No- --- -------- dated ------------------------------------- .... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT eCOQTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................................................ ------- ----------------- Inspector -------------------------------------------------- —.............------------------------- -- ---------- ---------------------------------------- ------------------- -- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE........................ Permissio * h reby granted....................................................................................................... ...................................... to Const ys) oer Repair an Individual Sewg;9e Di Sal System at No..... ------ Street as shown on the application for Disposal Works Construction Permit P0.5 ated........................................... ................................... .............................................................. DATE................................................................................. Board of Health FORM 36508 HOBBS&WARREN,INC.,PUBLISHERS 41 /()( NoY..._ �� Fss. r ^� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE } Appliration for Diti-poml Vorlw C oastrnrtinn ramit i r Application is hereby made for a Permit to Construct (, or Repair ( ) an Individual Sewage Disposal System at: Location-Address I or Lot No. ................. �L 'rt J�-!' -�1d1/ (rr., C r'.C_ ' ;+'� ' -Owner / //f/j�(�� /J/ Address W ---------------------------------------------------------------------------------------`-----__.- ----- ._.-___.-._..........._.__..._____________._._......__....__.____......___.._.. Installer Address / Type of Building Size Lot------/�_�/-.7...-Sq--feet Dwelling— No. of Bedrooms..............A-------------------------_.Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building t'! t:a •� �;:(�:-,No. of persons---------------------------- Showers A„4-- Cafeteria Otherfixtures -----------------------------------------�--�--•---'-•--•---------------------------- -----------••------------------------•-----------------�----- W Design Flow......................'--" _-_-...-_..gallons per person p r day. Total daily flow............ . ................gallons. WSeptic Tank—Liquid capacity__ll?�('.gallons Length---------------- Width................ Diameter.-.-_.......... Depth-_--.-.-.-...... x Disposal Trench— No. .................... Width.--------------_--_ Total Length...-.-.-_--------- Total leaching area....................sq. ft. Seepage Pit No--------- .......... Diameter-----1-4 ------- Depth below inlet....6=� ........ Total leaching area.„3.. 5_--s q. ft. Z Other Distribution box ( ``) Dosing tank ( ) '-' Percolation Test Results Performed by.--!- .?----------�.-�.1...Z` .+......!. Date.- f..1-1 �)r {------------------- Test Pit \IoV.f--- ---minutes per inch Depth of Test Pit...... . ....... Depth to ground water.... ..v-'..... p l (i Test Pit No. Y./_..a_..minutesper inch Depth of Test Pit.------f_."-------- Depth to ground water-....................... a ---- f� Description of Soil •=�� !' !"'" ? a - Y1..�i� .... f' �S � 1 ` - /%< c.� )------------------ Z.x -----------------------...---------------------......-....------------------------------------------------------------ ---------------------------------- U V Nature of Repairs or Alterations—Answer when applicable............................_--......................----......................_................ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance e been issued by� - e bo rd of health. �3 Signed ---- -------- -'- -------- ------- ...:....._.................. J /L ......... ... .. Application.Approved By ------- - - --------------_.......... --------- ---- --- - -- ----- ..... -D Application Disapproved for the following reasons: . ..... ---------------------------- ........... .. . . . ............................. ...... ...................................................... ---------- ...... _........ .. -- .... ............_.......... .. ........................................ Dare Permit No. Issued/.1 _.....: '0 Dare No. — ? Fee 1 P -3 L/ THE COMMONWEALTH OF MASSACHUSETTS (PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for Diopaal *pgtem COngtruction Verna Application is hereby made for a Permit to Construct or Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Ow er's Name,Address and Tel.No. Installer's Name,Address,and fel.No. Designer's Name,Address and Tel.No. r �l - W14 Type of Building: Dwelling No.of Bedrooms Garbage Grinder Other Type of Building � v of-Pease s ,��, ��Showers(/Cafeteria(4 Other Fixtures Design Flow '�� _ gallons per da . Cal ulated daily flow c gallons. Plan Date r 6 .mil umber of sheets a Revision Date Title - L v /Q F Description f Soil SAM Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviromn 1"Code and not to place the system in operation until a Certifi- cate of Compliance has been issue s ).oard of Signed Date Application Approved by �^ - Application Disapproved for the follo • g reasons Permit No. %- " �`I ^y Date Issued No. Fee 4 4 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Miquar *p6tem Com5tructiou Verm t Permission is hereby granted to f' to construct( i repair( )an On-site Sewage System located at 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. All construction must be completed within two years of the date below. Date: Approved by ~ 41 No. l :�. ,�4 Fee e THE COMMONWEALTH OF MASSACHUSETTS PUBLIC"HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Ytcatton for ig ogaY pgtent ,on xr�uat6i rtfftt 3 Application is hereby made for a Permit to Construct( or Repair( )an On-siteSewage Disposal System at: L cation Address or of No. , Ow er's Name�Addrdsss.and Tel.No. 04-6 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No t 13 l 6� 14 Type of Building: Dwelling No.of Bedrooms Garbage Grinder Other Type of Building f-Pe€,se s 66 5f Showers( -cafeteria( j Other Fixtures Design Flow gallons per da . Cal ulated daily flow _ gallons. Plan Date .lz umber of sh is 'J Revision Date Title c� C� - `e IJl $ / I, Description,pf Soil d /L , f`r" SUIG `/ ' ib ``S ' 7 Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issue s oard of H t1`h. ti Signed Date Application Approved by Application Disapproved for the follo 'ng reasons Permit No. /l �5 Date Issued THE COMMONWEALTH OF MASSACHUSETTS t PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certiftcate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed(;+()or repaired/replaced( )on by for as has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - r� dated Use of this system is conditioned on compliance with the provisions set forth below: -'� - 1 TOWN OF BARNSTABLE LOCATION /S 13 Qf/ C SEWAGE VILLAGE cQ 3a ASSESSOR'S MAP& LOT - T R /J INSTALLER'S NAME&PHONE NO. � •1 e yd., if 6 y,4 C-01/ g.y f i' SEPTIC TANK CAPACITY 1-3-CC LEACHING FACILITY: (type) s (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: 7 47 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet i Furnished by 1 r . f �Vbl e TOWN OF BARNSTABLE LOCATION IS12 R 7� l zZ C'PIA-P-..:le- SEWAGE # � VILLAGE ��C?v1 t ti I fe. ASSESSOR'S MAP 4AX)rr INSTALLER'S NAME 8t PHONE NO. �e,C a Ili (SG )- %' -` SEPTIC TANK CAPACrrY fSa . LEACHING FACILITY: (type) (Z(size)� X/0 NO.OF BEDROOMS BUILDER OR+�O_WN ) &C, I. PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: j Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility)---.. _ Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet `.. Furnished by 7C ' l fe' f r _ a TOWN OF BARNSTABLE LOCATION_/ S;13 SEWAGE # i i VILLAGE--,) ASSESSOR'S MAP & 0 INSTALLER'S NAME&PHONE NO. Eey J_,C j& SEPTIC TANK CAPACITY O Os c' ��a it -S' ""`( U Ce bAle,> i LEACHING FACIb.iTY: (type) — , S o2 (size) C k' t NO.OF BEDROOMS DER OR OWNER i PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet i Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet j Edge,of Wetland and Leaching Facility(If any wetlands exist F within 3W feet of leaching facility) Feet Furnished by 0/ QL s , S'd 1 h9 T �� AsBuilt Page 1 of 1 TOWN OF BARNSTABLE Lf xl!OlY �� 1�j� 1�� CP/t} r✓�� SEWAGE# VILLAGE C,e vl t Y ASSESSOR'S MAP arr INSTALLER'S NAME&PHONE NO. ACT, J� , Z (SOP) SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size)NO.OF BEDROOMS BUILDER OR T11,F 'CXC"_C;1 i!7k-, PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) _ Feet Furnished by ti ;nulls• � f �w' o` .—. %- /14 3 /C2 �`� r 03 61 -102 yr http://issgl2/intranet/propdata/prebuilt.aspx?mappar=253018001&seq=1 12/3/2013 AsBuilt Page 1 of 1 TOWN vOF BA/1RNSTABLE LCT�:AIi0 ,S/3 � t.8-2 [/ P171CU14le? SEWAGE# VILLAGE l C-'/1 f-5P y- ti: IC' ASSESSOR'S MAP dgxr�_ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACrry — LEACHING FACILITY: (type) ifS (size) _-- NO.OF BEDROOMS BUILDER oR owri R 1Z121 , PERMrrDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Fee Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) — Fee Edge of Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Fee Furnished by liiG!s• � ,`P �� Jam, -X ,S"a'P %- 14 3 A3 R lc e Ile ssgl2/intranet/propdata/prebuilt.aspx?mappar=253018001&seq=1 6/3/2011 Search forMap�l�Pacel 253018001 �� own off Barnstable �r R MOM %� ForPa cel,Number 253018001 RentalProperty�Y¢/N) _' 'i%1✓BuS�nes�s Name I A 3, ? { zone of Contribution(YIN) Area Numb re Contaminant Phone 000 0000000 FuelaStorage�nk PermitF Disposal Works ; Card i ! i ti F /Permit No: P7254 1 95 1553 �� ( , s Issuance®ate 3 �� 06/14/1995 Completion Date , Size ofep` tic Type/Size of SAS'. Tank�ri Comments......; VARIANCE ALSO 95 1554&95 1555(3 SYSTEMS) __.._ mapparn�253018001 Owner NOVICK RICHARD&KELLER JOSE propi0c 1513 IYANNOUGH ROAD/ROUTE1 ' innoyat%uemiternatiue Technolo S P tic S stem „a n91e orb 9Y (� , 'i/A�Type 1/A Service stered Clu � addrecords� yWf d ecords� � `: r eleter I - SHEET 3 OF 3 - -- / 82 / \ ——— — ————— —— — — / ° _— Leda of existing pavement — _/ 4 -. — — ———— — — — i �`-— GRAMME 'SEE SE-3-29W FOR ORDER OF CONDrncm STATE HIGHWAY ROUT�F' 132 °6maw \ 200'WIDE 200' WIOE ^ WHEEL.CHADH RAMP / CURB �` BASIN — 1 f. ©. SIDE WADI' \ -CURB— ISLAND t paved SideMol \ /, per,, WHEEL CHAIR RAMPS I ^ Z? 2" V WHEEL CHAIR RAMPS NEW SIDEWALK �/ \ Sm�`•m / 9 .,l I . 00 50. CURB CUT �1 \ q, 10 R= 64� FOR DETAIL A SEESSE&ASSOCIATES,`INC.LAN R=50.00 m _ L=62.'3 DATED: JUNE 14.1996 / PROPOSm WAVE ONE WELL _ S62'17'37'E 159.29'g� \ 27L. rG,II S62-17'37'&, .4 I N S62'17'37'E - m a $$ M.H.B.FND. 658.68' ® 8 6}I NARK C' FTID.OBSERVATION WELL 241.32' 7EM BENCHMARKPW- o D?z SYSTEM O & '1 ELEV.Zc54.59 EL- 55.23 2-6'LE PITS WITH 2'OF Enslac 51:.Pnc srsTEM € c> JE(�Q '\ ® 2- LEACH PI MTH 2'OF sTONE 1500 GAL PROPERTY i ro BE REL ovm FROM / I� OO \ r-- 2�G a A R• SEPTIC TANK OBSERVATION WELL TM CON V I 1FwcH PIT i MOUND SEPTIC TANK WITH 2Ppg s EL= CATCH EIASN ® FASTNITS X B` D.BOX O / SEPTIC TANK -� -- {a ® DISTRIBUTION Box I o �, D.BOx 3� 2 / { ® WELL 6- TELEPHONE&ELECIMC POLE Hn U ' q L EXISTING SEPTIC SYSTEM .�, 19 q— © COVERS ON EXISTING STRUCTURES \ ., O `r i DQ GAS VALVE 94/ R o �� r i l CRUB CUT NASD! r i CONCRETE OR RANIT BOUND FOUND IN POSITION -I 15 0 OR G O BOUND FOUND OFF OF P091M �\ BUILDING OFF4T LINES > ^+ #1 / i -- EXI NO CONTOURS FIM.CONTOURS ! PO BLIIO FlMSH DRAM O 0 TEST PIT \ + \ 14'COVERED WAUL OB ERVA N W RET INING(WALL C.B.END. \ � � c Ai FLOD FIAZAim Z01#E— CN160o(PANEL#250001 0005 C) u - \ FN4MW S0• ELEVATIONS ARE BASED ON N.G.V.D. a, BUILDING#2 rR!1 -GRMAG VATIM- C L MN iY1�L I MON.�IT '`ar • • •. ® 1b.8 a AS SHOWN ON I MON.HIT '• / —- / BUILDING ZONE REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT Da FINISHFIDOR° xi �) �� 1i HIGHWAY BUSINESS PLANNING DEPARTMENT - APRIL 1993! 9 24 / '$ /��BUILDING >/ OBSERVATION WE 5 ^ 01rEJt AREA=40,000 S.F. ! 1 "$ BUILDING EL- 51. ao' maG'wmnNLlD k MINIMUMS } DI?A , K , "�,/ DEED REF:BOOK 8 79 PAGE 61 FRONTOSETBACK 2060' TEST WELL SYSTEM In / �� ^� DOIVERY LANE/ m( = ALMPIlCAI1T` (100'ALONG R75.28&132) tI BRISLANE LIMITED VENTURE R.T. WIDTH- 160' OFFICE BUILDING I —` / / r l\ O k' c/o JOSEPH KELLER O O SIDE SETBACK=30' DAILY FLOW_11.250 X 75G/1000 S.F. B44 G/D \ _ F:i . :1::::1 — 0 z n 101 OERBY 5T. T /D' PUMP HOUSE o wNwaM,MA. (SEE ZONING) SEPTIC TAM(_844 g.p.d X 15OX_ 12650 g.p.d. I � ��' / ' 0 30- 6. REAR SETBACK=20' USE 2500 GAL 3 COMPARTMENT SEPTIC TANK WITH FAST�INITS s'` N i_ 9 rob u mums ! /� z a o a O Be12 Mnlw NSTi m Z TER&NY t ING HIGH / iW� BUILDING HEIGHT 30' SYSTEM 1R F eY'� {a /� TEST WELL Y = OSTERNLLE,MA (OR 2 STORIES IF LESS) RETAIL OUIL G -p° ¢. °-G d \ +F /7 WpxmW /t/ / / U 30&COVERAGE OF LOT DAILY FLAW-11,250 X 50/1000 S.F:_563 G/D,] G.�CIoG G �� 8' 5' 8• Il w9p. SEPTIC TANK_563 gp.A.X 1507E_845 gp.d. J2��Gs ,q8. .- / ® TEST PITS USE 15DD GAL.SEPTIC TANK ( S� K �- F ,9�oaes / 9/21/87 9/21/87 2/24/89 2/24/89 2/24/89 . SYSTEMS Hn R 92 Yyy�FF 5 - _ _ I JP6667 #P6667 /P7254 P17254 #P7254 J• ;P� °` �/ �-v PIT i61 ELEV. _52.6' PIT ELEV 520' PIT ELEV._45.3' PIT#4 PIT�S .�o�s ELEV._51.8' ELEV. S28' 186CEIIHG - USE 2- 8 X 8 -1000 GAL 18ACH P LOAM k SUS SOIL LOAN 3 918 SOIL LO &SUB SOIL��_. -1.5 -1.5 -1.5AM LOAN&SUB SOIL LOAN R SUB SOIL TYITH 2'OF WASHED STONE TEST WELL// -� N MEDIUM -2 -2 SOEWALL AREA_((lOX3.14t6)(6X2.5))2=942 G/D o G,F tr, v> L _/�� v TEST SAND -3-4.5 PERK TEST d' \ L I BOTTOM AREA=((5X5X3.1416X2)�1 157 G/D MEDIUM D`G % ( a MEDIUM MEDIUM GRAVEL MEDIUM SAND 70 COURSE TO 00U.- SAND TOTAL DESIGN_1099 G/O EACH SYSTEM I -'-�-- — 4C'�� 42 ti SAND SAND & & GRAVEL \��40 -&5 GRAVEL TOTAL FLOW o BM G/D S151EN #I / � _ � TOTAL ROW=563 G/D SYSTEM#2 B.END. _�" 0 _ -7 LOTS 1,2,& 3 _— / - _ -B TOTAL COMBINED FLOW- 1407 G/b / 185,305 S.F. UPLAND _ ^' = GRAVEL - GRAVEL _ MEDIUM 1407 G/D _318 G/D/ACRE �yoN 7,702 S.F, WETk'AN)I- r- / BUFFER ZONE (0. - MEDIUM SAND _ 4.43 MEDIUM ACS / 1"� tv --- __ — F43 AC--TU-IJAL dj 0� I _ _ SAND - SAM =-10 NO WATER =-10 NO WATER ® I cEL 426 ^fl _420 -12 NO WATER / TEST WELL 0 __ -14 NO WATER = 14 NO WATER A-2 tea'. -� 35 PERCOLATION RATE.- EL.-31.3 E_.a 38.8 HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE ELEV.= 50.00' � � 4-3 p_q A- �`---/ R$ '� ® 1 INCH IN 2 MINUTES OR LESS SEPTIC PLAN I F.G._ 47.75 % \R5 RS ST WELL IN (CENTEa-16 4&00 I R5 / BARNSTABRLE,) F.G. MASS. F.F.C.- 4&0•+ SYSTEMS R ,9g9 n_ B„o SEPTIC TANK 1500 GALP'PE INV._ 4G.S0• �,a. � \• -_____5 p BRISLANE LIMITED VENTURE INV.- 45.20 40 P.V•C' I INV.-45.80' LE [MST. I INV.- 45.60' .ep o1 WATER ELEV. 10/06/87= 34.43' a %/ ,9g5 j6 REALTY TRUST BOX INV. =45,4c e"' WATER ELEV. 1/10/95= 34.23' _% t WetTOPo A-13 SCALE: AS NOTED DATE: JAN. 17,1995 00'_45. o e'x e' INV. _ I L REV. APRIL LEACHZONE HB --�/—ea9�A->z/ REV. MARL 5,199595 REV. JUNE 6 19955 CRUSHED STONE BASE REV: JUNE 12,1995 REV: JUNE 14,1995 PIT ZONE RD-1 REV: OCT. 31,1995 REV. JAN. 2,1996 WITH 2'OF .� FOR SYSTEM#1 I 1 CERTIFY THAT THE PROPOSED BUILDING REV. MAR. 25,1996 REV. AUG„21,1996 USE A 3 COMPARTMENT 357't SHOWN HEREON COMPLYS WITH THE SIDELINE REV.:DEC. 8,1996 `% -� 3/4•To 1I1/2- 2500 GAL SEPTIC TANK PLAN AND SET BACK REQUIREMENTS OF THE TOWN OF eOF ' WITH/2 FAST UNITS GF BARNSTABLE AND IS NOT LOCATED WITHIN DAXTER 8 NYE INC. . a WASTED STONE •� THE FLOOD PLAIN. PE"R •�. I SCALE: 1'= 30' � REGISTERED LAND SURVEYORS TW-MAW TYPICAL FIL.>: SHALLOW POND CIVIL ENGINEERS •� EL=39.00' ALL PIPINGWITHIN 10'OF DATE:1a''WSL 8 s o A BUILDING R C DSTERVILLE, MASS. Y E D' NO SCALEI TO BE CAST IRON. GRAPHIC SCALE -� W Eat suW+ NOTE ALL CpdPOM]H75 70 SE INSTALLED TO H-20 CAPACITY. 0 15 30 60 0 (A GREAT POND) 894153R-14 r Y _ ..... . ;F' m ':� •.< _'s. .- .. off, •5 • Y e .. lit f I -- - -R � Program Provided: ICE TA nt DATA RM I S I 11 F SF 62 S F 97 SF EX CORK L E/ TI-P Administration: EX WOMEWS 128 SF EX MEWS I 199 SF 222 SF — (1)Vestibule e _ IQI 9 zzsF o o E�� sF SOILED 8LEM (1) Reception/Check-in/Check-Out O O CopylPrint (1)Waiting Area 5, -0' (1) Managers Office - - - - (2) Patient TLT i PA T AT TdT p I CH SF Q 117 117 18S 11E Medical Clinic includes: P c r W (2) Exam Rooms s i 04 (1) Shared MD Office � a I. (1) Nurse Station/Med Prep Area I a R F. FEATLi . I a Therapy Clinic: (3) Exam Rooms (1)Speech Room ITIN (5)Treatment Bays ,MI THE v (1)Physical Therapy/Occupational Gym 507 (1) Equipment Alcove VESTIBULE 79 SF (1) Cart Storage or Nourishment Alcove .. (1)Therapist Work Station I Note: Seating for(11) FTE I 1 � OShared Support: 1. Clean Supply FLOOR PLAN - TEST FIT - OPTION A - REVISION 2 5 2. soiled utility Areas counted as office 3. Lounge Multi-Purpose 111s"=r-o° space torwards septic 4. IT Closet flow = 4,495 sf DEPARTMENT LEGEND Notes: 1. The 2"d circulation corridor, improves access from the gym to the nurse station, soiled utility and clean supply which will MEDICAL CLINIC RECEPTION/ADMIN ❑Support improve operational efficiencies. An additional Equipment/ Supply Alcove and Cart Alcove/Nourishment Alcove is also ❑OUTPATIENT THERAPY SHARED SUPPORT ❑Tenant B included. However, (1)Treatment Bay and (1) PT Exam Room is deleted from the program. CN. Spaulding Rehabilitation Hospital ft4.0 Outpatient Clinic Feasibility Study - Hyannis, MA 10108042 PARTNERS SJIL X-x NG,*, 04 H E A L T H c A R E REHABILITATION NETWORK 04/02/18 I I SHEET 3 OF 3 PROPOSED CATCH BASIN & LEACH TRENCH - + / ro CENTERLINE OF LAYOUT 200' WIDE "' ` rPR>�POSED CATCH BASIN & TRH - - + °' IPE PROPOSED BY PASSE ANE - '"... cn 1z9.�9' Q� / \ rn 82 180.41' '- _ vz l.�/ edge of existing pavement �_ ❑ CATCH BASIN TO BE ADJUSTED 52.01' v~i U "' Ct05 NTRANCE & EXTEND GRANITE CURB STA � � E I CATCH BASINS ZCiNVERTED TO MAN HOLES & SIDEWALK TO PROPERTY LINEHGH WAY ROT PROPOSED D CA H BASIN 0 200' WIDE �� I CURB 200 WIDE ISLAND -- SIDE WALK - HEEL CHAIR RAMP QP' paved sidewalk ��'. PROPOSED NEW SIDEWALK WHEEL CHAIR RAMP / �FEL�&EX WAL�b ��'q� 22' r:� �O . - ' WELL S62017'37"E \\ C.B. FIND. S62'17'37"E� ® _ 159.29 S62°17'37'�E 272,68' _----- � of BENCHMARK - 52.8 � y' \ 241,32' .� SYSTEM #2 658,68' gEt`ICH MARK OBSERVATION WELL YSTEM 1 PIT a o EXISTING SEPTIC SYSTEM M.H.B. FND. _ ## z 2-6 LEAPlTMa WITH 2 OF STON N ELEV�_ 54.59 EL.-(�55.23 2-6 LEACH PITS WITH 2' OF STONE N rn 1500 GAL MOU � TO BE PREMOVED ROPERTY FROM wrq 25Q0 GA •. r� - SEPTIC TANK 0 SERV TION WELL C°N SEPTIC TANK - EL.= 51, 7 O LEACH PIT ~' �. WELL WITH '" IT D.BOX � ENO MOUND ® 2 rA ED 0 FAST UNITS T j CATCH BASIN Zo PTIC TANK BOX S Di:STRIBUTION BOX p _ rt #P _ -e- T-LEPHONE & ELECTRIC POLE I e G /� O / EXISTING SEPTIC SYSTEM 18 spaces b N Z © COVERS ON EXISTING STRUCTURES Da GAS .VALVE �, <Gv IIJ "a 9 4/1 O im Cfi�UB CUT CATCH BASIN ''�•� � F _1LANE 15 s�aces 0 CONCRETE OR GRANIT BOUND FOUND IN POSITION , Q O BOUND FOUND OFF OF POSITION BUILDING OFFSET LINES #1 3 ------- / W -Q- SIGN aT o Tr �i a ----- EXISTING CONTOURS � � � � � � � �,_ \ / � � Sep, FINISH CONTOURS C.B. FND. F•G 54.50 FINISH GRADE OB ER VA 1 N RET INING /GVALL ` TEST PIT \ \\ c� 14' COVERED WALK ,b 0 45.8' / � rr r rr � r r, r r, r r � 160.00' FLOOD HAZARD ZONE - C FINISH FL sz EL. 50. (PANEL #250001 0005 C) 14' COVERED WALK RET BUILDING ELEVATIONS ARE BASED ON N.G.V.D. 1 °�° rr r r /_ r ri r, ' , 'r i. ' 'r r Z' -v /! 140.00' 20.00 _ � 15.8 ' 5 GROUND WATER PR❑TECTI❑N ZONE ~1 _- _ ._. _._-__. o BUILDING ZONE AS SHOWN ON MON. HIT r . 30' Z Z OFF FINISH FLOOR EL. 50. / r Q / rr Z HIGHWAY BUSINESS REVISED GROUNDWATER PR❑TECTIDN OVERLAY DISTRICT 19 24' C,� .ao OFFICE BUILDING r_> OBSERVATION El / OWNER: AREA = 40,000 S.F. PLANNING DEPARTMENT - APRIL 1993 r r RICHARD NOVICK MINIMUMS r � $ r EL.= 51.9 '$ r 00' r I cn 794 PUTNAM AVE. COTUIT, MA. FRONTAGE = 20' ! ' r r r r r r r r r VVV DEED REF.: BOOK 8779 PAGE 61 FRONT SETBACK = 60' DESIGN DATA �- � / TEST WELL APPLICANb": (100' ALONG RTS. 28 & 132) SYSTEM #1 m C' r FIRE LANE DELIVERY LANE a 0 w BRISLANE LIMITED VENTURE R.T. WIDTH = 160' o , 7) I-- C/O JOSEPH KELLER SIDE SETBACK = 30' OFFICE BUILDING G O O Q 101 DERBY ST. Z N DAILY FLOW = 11,250 X 75G/1000 S.F. - 844 G/D 1�.00' r - _, PUMP HOUSE O, M HINGHAM, MA. (SEE ZONING) u .__ .� � . . _ 0 3: REAR SETBACK = 20' = 4 X 150% = 12650 .d. TP , / (� SEPTIC, TANK . 84 g.p.d. g.p.d. � - • ,�,�,. ,�,�, �� 2O BARTER �t NYE INC. SEPTIC TANK WITH FAST UNITS C� 14 spaces , Q p Q O 812 MAIN STREET BUILDING HEIGHT 30' USE 2500 GAL. 3 COMPARTMENT SE C / y� J #5 sidewalk- p Ly SYSTEM 2 ��` �`� "- ^* / �; TEST WELL z = osTERVILLE, MA. (OR 2 STORIES IF LESS) # d c �' Q 17 spaces ,. U 30� COVERAGE OF LOT I RETAIL BUILDING o �/ D MPS IRS DAILY FLOW = 11,250 X 50/1000 S.F. = 563 G/D. \ oG yG � ,r l N I--_� ' ' , ' I _. _._. .. _ _ TEST PATS SEPTIC TANK = 563 g.p.d. X 150% = 845 g.p.d. ��' ��' � 1 USE 1500 GAL. SEPTIC TANK y 2/24/89 2/24/89 2/24/89 -' 19 spaccS ,r... / i .' 9/21/87 9/21/> 7 - �I .' / #P6667 7 7254 l �'66�", #I' #P7254 ;�P7254 SYSTEMS #1 & #2 �o/ -~ - -. - - _ __-�r_ __ - PIT '#1 ELEV. 52.6' PIT #2 ELEV. = 52.0' PIT #3ELEV. = 45.3' PIT #4 51.8' PIT #5 ELEV. 52.8', _ ELEV. 0 2 0. -, - IACHIIVG USE 2- (3 X 8 -1®(�® GAY,. LEACH PITS. F �� LOAM & SUB SOIL LOAM & SUB SOIL LOAM & SUB SOIL ---�- -1.5 -1.5 LOAM & SUB 501E LOAM �c SUB SOIL c�v MEDIUM -2 -2 WITH 2 OF WASHED STONE r'6 w - TEST WELL / / ' �_�-- ¢ _ SIDEWALL AREA =((10)(3.1416)(6)(2.5))2 = 942 G/D o" G� \._. _ _ - "" � T� / I TEST WELL A SAND -3-4.5 PERK TEST MEDIUM I - MEDIUM MEDIUM GRAVEL = MEDIUM - SAND BOTTOM AREA = ((5)(5)(3.1416)(2))01 = 157 G/D '� - TO COURSE TO COURSE SAND TOTAL DESIGN = 1099 G/D EACH SYSTEM L _ _-.._.__ _--- --` �' SAND ND GRAVEL ,,-- ._ SA GRAVE TOTAL FLOW - 844 G/D SYSTEM .#1 �-`' _ ry o mm` & C.B. FND. -' w ' ,6 -7 TOTAL FLOW = 563 G/D SYSTEM #2 �� , ,G '" 3 ! 8 i 185,305 S,F� UPLAND ' � .--��'� � ~ ��'/ � I � � �g TOTAL COMBINED FLOW = 1407 G/DGRAVEL GRAVEL MEDIUM ` 7,702 S.F. WET � BUFFER ZONE 4 SAND 1407 G/D _ No o ___ MEDIUM MEDIUM 318 G/D/ACRE __.__.__ ___4 43 AC,-7 AL 4 I :' SAND SAND 4.43 AC'S - r? �� -10 NO WATER 10 NO WATER ® I EL. =I 42.6 EL. 42.0 -12 NO WATER i TEST WELL EL. - 39.8 -14 NO WATER'A • -14 NO WATER AT2' � ,,-.___-_ ---,. , �_� ••EL. 31.3 EL. = 38.8 ~- PERCOLATION RATE; HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE ELEV.= 50.00' /� `( A_3 A-4 A-5 -f ,' R5 ® 1 INCH IN 2 MINUTES OR LESS. SEPTIC PLAN T ST WELL IN ,G.= 47.75 R5 R� F ;/ ) � � (CENTERVILLE) 1 `• I R 5 A 1 � -1 TAT`L 1J 9 MASS . co / A-16' +; G 45.00 SYSTEMS ##2 E �� A- �-- / FOR F.G.= 48.0 R 15Q0 GAL. PIP INV. = 46.50 ��` r/'" �-''� H RIS L1�1�1 LIMITED VENTUR" �„ aIAME1E SEPTIC TANK o�JQt�I �sy ` A-15 INV. = 45.20' 40 P�'C' INV. = 45.80' Ord , �f ,-- a" ' e _ �g9 R E ALT .L TRUSr" DIST. INV. = 45.60 0� WATER ELEV. 10/06/87 - 34.43 A �d SCN�DVLE gpx ed0'e WATER ELEV. 1/10/95 - 34.23' \ _ w/ ,�e��°r A-13 '" r. SCALE: AS NOTED DATE: JAN. 17,1995 e ° - REV. MARCH 10,1995 REV. APRIL 11 ,1995 INV. = 45.40' edg REV. MAY 15 19 9 5 REV. JUNE N E 6 19 9 5 . `�,, 44 , 44 INV. = 45.00' A-1 2 , ' •4, 6 X 6 M ZONE HB ___--- A-11 ---- - REV: JUNE 12,1995 REV: JUNE 14,1995 44 4 444 SET ON 6 DEED' . d4 LEACH 4C CRUSHED STONE BASE. r ® _ 444 �- REV: OCT. 31 ,1995 REV. : JAN 2,1996 •d PIT ZONE RD_1 I CERTIFY THAT THE PROPOSED BUILDING REV. : MARCH 25 1996 - .- --- 4q4 0 `4� FOR SYSTEM #1 SHOWN HEREON COMPLYS WITH IHE SIDELINE �`• ' ' 444 WITH 2 OF : USE A 3 COMPARTMENT - ! 357 ± of BARTER & NYE INC. �,�� A °q4 444 AND SET BACK REQUIREMENTS OF THE TOWN ``� � LA REGISTERED LAND SURVEYORS ti 3/4 TO 1 1/2 OF BARNSTABLE AND IS NOT LOCATED WITHIN p {1 a' C. 4. �� 2500 GAL. SEPTIC TANK o wl��lAM c ,,4 •,4 WITH /2 FAST UNITS THE FLOOD PLAIN. SULLIVAN N Y E 444 °4 SCALE: 1 = 30 cA CIVIL ENGINEERS � WASHED STONE �4, *, � N0.29733 44 444 " CIVIL y OSTERVILLE, MASS. o. 193 4 44- 44 - TYPICAL PROFILE DATE: Q. �- ,� '�� .. �•.., , o UR �44 L. - 39.00 ALL PIPING WITHIN 10 OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE i g 0' NO SCALE NOTE. ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY, 0 15 30 60 {A GREAT POND) J #94153R-14 I 47.5 SHEET 4 OF 4 ,x54.4 54.2 `\ 82 0 \I __ _ edge of pavement r � 48.6 48'S S.E.A. 3 ,0 ZONE 0.0�55.1 ��, 5 2• r.] 330 GAL. PER. ?,C£R PER DAY 54:3 S_Lz_1 ' HIGH WA Y -- ROUT�' 1,L)� 4.43 AC. X 330 = 1465 ;AL, PER DAY MAXIMUM, 49.148.5 48 4 _ 200' WIDE C.:3URB49.1 53.0 50:0� .d-s� ev�a �a - - 51.3 �` 49.9 • 49.4 ill,x\55.5 54.3 x 53.9 51.7 50.8 54.7 54.8 ) 53.3 53.3 49.3 cv 49.2 49.1 55.0 51.5 �. �. 090� y / GRANITE RB ' \ 0� 2 �i EA(�W�LL BOX GRANITE CURB \ •d\ 00 / ALL OTHERS 0 BE ` •� 54.8 x 54.5 ,. PRECAST COON ETE ■ 49.7 0' N ELL 2.51MTH 7 �R !. 51.9 a S621'17'37'E 50.4 1I\c 49.5 L ,o O ' BENCHMARK = 52.8' ^- 159.29 C.B. FND. o S6^c'17'37'E �'� S62°17'37 52.7 52.8 • 53.4 241.32milli 1 n �n M.H.B. FND. 51.1 272.68' FG O•� .,EXISTING SEPTIC SYSTEM M.H.B. FND. 658.68' ® BEt�1�� MARK OBSERVATION WELL z I `` `'- FG 1• ELEV.. = 54.59 - - TO BE R MOVED FROM EL.- 55.23 sy ® PROf ERTY c .� WELL FG r5t.00 .. _ 22 spaces t�.Jt,51 5 VAI ON ELL 49. �S� � - 053.9 8 PROCESSED GRAVEL N 3 BITUMINOUS PAVING 50 o' $ 6' LEACH YPITEWI H1 3' OF STONE o 23 spaces 50. T \ TOP 48 �. o_ �� h� FG 9�oal .50 5o.s d9.9 DESIGN DATA 'P� `o ,L�V\p �� x,�o 0.2 _ _ _ sG" EEN - ' ' w z SYSTEM 1 2 55.5 G 5/'- �.Qg�• I_ 2 6 x 6 leach pits, U Z # # ' #3 .� with 3' of ston6 ca x ,SOP F �G D.BOX FG 1. FG x 503 -� USE TO BE RET'�IL WITH UP TO 50% OFFICE SPACE ALLOWED. FG`0 ' 4/1 DESIGN FOR ALL OFFICE �IPACE TO ALLOW FOR FLEXIBIL!TY IN OFFICE`` LOCATIONS. / �\ •G o FG 2 6'x ' ach pit$ 7,507 s.f. OFFICE SPACE © 75 FLOOD HAZARD ZONE - C F wi of stone F 51.00 23 spaces gal./l000 sq. ft. = 563 g.p.d. SYSTEM 2 EPTIC TANK #, ai x 52' x .5 A SEPTIC TAP'I< = 563 g.p.d. X 150% = 844 g.p.d. (PANEL #250001 0005 C) 54.6 5�. 54.0 6 LEAC Pix WITH 3 OF STONE o , LAN SCA - `� G o T.P. LEVATIONS ARE BASED ON N.G.V.D. � � O �9 3.0 1 9I_�• 20 s aces �� USE 1000 GAL. SEPTIC TANK C.B. END. O -- --° � � RET IN NVgLL DISPOSAL PIT USE 1000 GAL. E G �,� \\ p II x 3.2 � � BSERVATI N WE �. 4 x 52.4 h x 51.3 60.4 - FG 'WITH 3' OF WASHED STONE FG 1.00 GREEN FG 49. 10 49.4 ti „ SIDEWALL AREA = 226 S.F, Q.BOX - - x 2,,- n� .226 S.F. X 2.5 = 566 G.P.D. s \ G 7 p 2 x 6' leach 1ta ,� •`�o F `� th of at e r BOTTOM AREA = 113 S.F. GROUND WATER PROTECTION ZONE x 56s s f .-- -� _ m 5 s 9• �• l` TOTAL S.F. SIGN = 679 G.P.D.. FG 4 AS SHOWN ON �o�ovti"-' "_-TEST F 49.50 1 18 spaces x 54•� �--.,�, v CxoSYSTEM BUILDING ZONE REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT MON. HIT •o,P / i ° x a91 " d # 2 2 PLANNING DEPARTMENT - APRIL 1993FE_- moo - N •o �� WITH 3' of STONE 50.0 6' LEACH IT OBSERVATION WELL " OWNER: �'1.yO �•: FG 49. s RICHARD NOVICK LOT COVERAGE: u, x .7v x 55.-F EL.= 51.9�' �� 794 PUTNAM AVE. x Co h� x 48.9 / 55.0 / ,� - � ry x 50.4 - COIUIT, MA. NO MORE THAN FIFTY PERCENT 50% OF THE TOTAL UPLAND AREA ,�' S X 00 0 �U p p SEPTIC- ANK - FG 5150 k '�/ DEED REF.: BOOK 8779 PAGE 61 OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF f �rF x ,2 56.3 F 'S TEST WELL �' .6 D.B X�, x .4 x 41.6 APPLICANT: BUILDINGS, STRUCTURES AND PAVED SURFACES. _ -F 5 x CONCRETE-' ALK x '�• _ ` �� 50 - BRISLANE LIMITED VENTURE R.T. t 7 Y 56, ( ` 50.4 C/O JOSEPH KELLER AREAS x 53,6 57.5 x' S .0 ". - x ,' - A4.6 z c� 101 DERBY ST. _ NG A MA. >._: fT �.. , - g. lea pits J � M BUILDING �. ._. �, .r _ - _ - / - .� 0 3 -o csa �� - ;x O.o a.® i e�t%f ,= 2 .... . �; _ - ENGINEER: "E rip 20 G� C� 5 / 0 ; = 7 F.3AX.TER As NYE INC, 22,522 sQ.ft. RETAIL SPACE . a C - o 8'12 MAIN J ict l _ y �• �� - i x 47.0 SEPTIC TAN x 43.2 x 413-- 44.5 }- w n �� \(� a+ �x5 :8 x 55.5 cjN GREEN o YOSTERVILLE, MA. TOTAL IMPERVIOUS AREA o , � - 6TEST WELL Z a 92,592 s ft. 2.13 acres = 49.97% �,,, y _ �f __ a6.o v 9 OG < x 50.5 4� � / x •5 /� 2 6'x 6"leach pit Tr�w SITE CLEARING: O�� ` �-� -V G'f; p,p. O with 3 X f stone' x 43.2 / TEST PITS r,0 �� F G'r G� _ ��, x 45.s x 45 44 TEST LL A MINIMUM OF THIRTY PERCENT 30% O ' C- ,--� / 3 'EST LL 9/21/87 9/21/87 2 24 89 2 24 89 2 24 89 / / / / / / ( ) OF THE TOTAL UPLAND AREA O �!' ` 50.1-- x 49.0 50 i P6667 6667 24/8 OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH y lA �•�� , 37.7 # #P # #P7254 #P7254 ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF � 48.7 iJ FG� �fi:P I 3 G 44.1 FG 47.50 *�•5 / PIT #1 _ PIT #2 ELEV. 52.0 P T # ELEV. = 45.3 PIT #4 _ PIT #5 ELEV = 52:8' UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. - c3` / x 2 4 J x - x/ ELEV. - 52.6` ELEV. - 51.8 , O• .s 46 t,a '$ x 42'9 38.0 x 37.6 / LOAM & SUB SOIL ; LOAM & SUB SOIL / LOAM & SUB SOIL - - �', TOTAL TO REMAIN IN NATURAL STATE -- 50 o x £ST WELL o x o \ _ -_ BITUM NOUS PAVING x 45.5 b� 40„ 39.5 o x 4 ,7 +I 3 _ 1,5 -1.5 - -1.5 \ LOAM & SUB SOIL - LOAM & SUB SOIL x 45.4 4 :3.. x FG 1-5- v`r MEDIUM - PARKING CAL_CULATIDNS �0\�--_ - y �1MEDIUM __44, x 38.6 x 3� / _ TEST WEL - SAND _3-4cu .5 PERK TEST _ z 43.4 K 44• MEDIUM MEDIUM - MEDIUM _ _ GRAVEL SAND 42.E x 43.8 -�/ x 38.1 N To COURSE TO COURSE - SAND - 22,522 S.F. RETAIL. 0 1/200 = 113 SPACES x 38.3 x 38.3 SANG SAND _ & - & PLUS 1 SPACE PER BUSINESS 9 SPACES •9 1 6'x 6' leach pit / x 39. , x 38.5 40 `�38.6 -5-5 - GRAVEL GRAVEL with of stone / 1 6 x 6 leach pit \ ._ r r p = _ TOTAL SPACES REQUIRED = 122 4' �� T with 3' of stone D x 38.3 f. o' - -6 = -7 TOTAL SPACES PROVIDED = 123 B. FND. x.40.0- - ------X 39.7 LOTS 1 �� GG x 38.1 / x 39.N o - -8 PARKING SPACES REQUIRED FOR THE 14ANDICAPED / - / N -- -9 TO'I'A! SPACES REQUIRED = 3 p OF 122 = 4 SPACES �� 185,305 S,F, UPLAND /�� GRAVEL GRAVEL MEDIUM x/ 7.9 SAND o \ 7,702 S,F, WET D MEDIUM MEDIUM TOTAL SPACES PROVIDED = 4 SPACES _ �'• o. x 38.2 / BUFFER ZONE 1 4,43 AC,� AL goo SAND SAND BREAK OUT CALCULATIONS x 37.5 x 37.7 -10 NO WATER -10 NO WATER SLOPE = 0 x x 39'7 EL. = 42"6 EL. = 42.0 . x 3 TEST WELL -12 NO WATER 36.7 EL. = 39.8 . -14 NO WATER -14 NO WATER 35.6 �yg,4 36 x 39.7 PERCOLATION R�JE: EL. = 31.3 EL. = 38.8 HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE `ern. 36.8 �� x 35,6 36.6 x 34.8 1 INCH IN 2 MINUTES OR LESS. ELEV.= 51.00' x • 37.8 6.3 38 T ST WELL F.G.= 50' - TOP OF 4�2 x • R5 '' R5 37.8 _-,/ x 39.3 SEPTIC PLAN I7�--._ 37. or IN FOUNDATION 36. `" x 38.Oj: R8:0_- x 39.2 x 6.7 (CENTERVILLE gh 34.2 34.2 34.2 1'ETEtt F-G.= 48.0' + _ g . 8. BARNSTABLE, MASS . PIPE - INV. = 48.00' \'D �% �� 6.3 H TULLIYAN 36.9 No. 29733 FOR INV. = 46.40' 440 p,v.C" 1000 GAL. SEPTIC INV. - a x 39.3 G - 3.2 r BRISLANE LIMITED VENTURE DIST, INV. = 47.60' TANK o�Q WATER ELEV. 10/06/87 = 34.43' \3s.3 d 19 6:5 34.2 o REALTY TRUST r 1 000 GAL. BOX INV. = 46.60' ed°�x34.2 WATER ELEV. 1/10/95 = 34.23' 34.2 \ x 39.3 0{ qe��a �/ LEACH \ \�37:6--� 37.1 edge 7.4 SCALE: AS NOTED DATE: JAN. 17 ,1995 'aaa PIT 4aa NV. = 45.20' --- - - - / aaa - 'ZONE HB REV. MARCH 10 1995 REV. APRIL 11 1995 WITH 1'TO 4' �4 '" � REV. MAY 15,1995 REV. JUNE 6,1995 a 4. a/° a4� e 4 ZONE RD-1 4 a. 34.2 REV: JUNE 12,1995 REV, JUNE 14, 1995 SEE DESIGN i CERTIFY THAT THE PROPOSE) BUILDING 4Qa SET D. BOX ON 6" DEEP _. fix- --x`32 SHOWN HEREON `COMPLYS WITH THE SIDELINE ,�� OF BAXTER & NYE INC, FOR SYSTEM# CRUSHED STONE BASE. PLAN AND SET BACK REQUIREMENT_ OF THE TOWN � �. 4 a OF BARNSTABLE AND IS NOT ;_OCATED WITHIN ` '�y REGISTERED LAND SURVEYORS 4;a;° OF a4� ,. THE FLOOD PLAIN. vr�mmm `� CIVIL ENGINEERS a a SCALE: 1 = 30 444 3/4" TO 1 1/2„ a a° -►- aaaa aaa TYPICAL_ PROFILE S,j-HALLO W POND DATE: 1Z� ,�No 9334�0 ❑STERVILLE, MASS, WASHED STONE ° - a EL. = 39.20 - _ ALL PIPING WITHIN 10' OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE dq a�' (3 an suR'+� ' 8.0' NO SCALE ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. 0 15 30 60 NOTE: (A GREAT POND) #94153-7 Rte. 132, Hyannis ; Brislane Lmtd. Venture TH E TOWN OF BARNSTABLE Taw OFFICE OF BARESTAEL i BOARD OF HEALTH 039' 367 MAIN STREET HYANNIS, MASS.02601 May 19, 1995 Peter Sullivan, P.E. Baxter&Nye, Inc. 812 Main Street Osterville, MA 02655 RE: Route 132 Hyannis Assessor's Map 1253, Parcels 8-1, 18-2, 18-3 Dear Mr. Sullivan: You are granted a variance on behalf of your client, Brislane Limited Venture R.T. from Board of Health Regulation Part VIII Section 6.00, which requires all commercial buildings to connect into the municipal sewer line if located within 3,000 feet of a sewer line. This variance allows you to install onsite sewage disposal systems at Route 132, Hyannis listed as Parcels 18-1, 18-2, and 18-3, on Assessor's Map 253 with the following conditions: (1) No high volume water users are authorized in the building. Restaurants, delis, laundromats, dentist offices, and other high volume water users are prohibited. (2) The applicant shall submit revised plans to show design data for the proposed office space prior to obtaining a disposal works construction permit.. (3) The building shall be connected to town water. (4) According to testimony from an abutter and from Peter Sullivan, P.E., the designing engineer, there is an existing septic system from an adjoining property currently located on this property. If the septic system from the adjoining property is not moved, then the design flow of that septic system brislane ' I f and the acreage of the adjoining lot are to be included in the calculations for compliance with Town Ordinance, Article 47 and the Board of Health "330" Regulation prior to obtaining approval of a disposal works construction permit. (5) You shall remit the required fee of three hundred dollars($300) prior to obtaining approval for three disposal works construction permits from the Health Division. (6) This variance expires in one year on April 24, 1996. Disposal works construction permits shall be obtained by the applicant prior to this date. The variance is granted because the closest sewer line, which is 2,000 feet away from this property, is a force main. The DPW will not allow you to connect the building into a force main, according to Robert Burgmann, P.E., the Town Engineer. The closest gravity sewer line is 2,600 feet away according to Peter Sullivan, P.E., the designing engineer. Very truly yours, Susan G. Rask R.S. Chairman - Board of Health Town of Barnstable SGR/bcs cc: Robert Burgmann, P.E. brislane McKean Thomas From: Crossen Ralph To: Department Heads; Division Heads Subject: Cape Cod Commission Hearin 1 P 9 Date: Friday, August 04, 1995 12:16PM On Wed., 8-23-95, at 7:OOPM, The CCC will hold a DRI hearing on the Rt 132 project"Brisbane Ltd Financial Plaza". This will be a full hearing in the First District Court House, Chamber of Assembly of Delegates, Rt 6A, Barnstable.Anyone wishing to testify please let me know. Page 1 TOWN OF BARNSTABLE THE T� �P o OFFICE OF BAH39TABL i BOARD OF HEALTH °o i639• �e0 367 MAIN STREET �D MAY k HYANNIS, MASS.02601 Board of Health Meeting Agenda May 16 1995 7.00 P.M. Town Hall Building 2nd Floor, Hearing Room I. Variance Requests (Old Business): 7:00 Arlene Wilson, Oyster Harbors Yacht Basin, Bridge Street, Osterville - Variances requested from Part VIII, Section 1.00 Part VIII Section 10.0 and Part VIII Section 5.0 in order to replace existing cesspool. Replace existing cesspools with Title 5 (1995 system). 7:10 Edward Bogle, Bagels & More, 573 Main Street, Hyannis - Requests an extension of a temporary variance granted and expires May 1, 1995 regarding toilet facilities, outdoor seating, and continued use of the under-the-sink grease interceptor. 7:20 Sally Pessa, 112 Long Beach Road, Centerville - Proposed replacement of existing cesspools, variance requested regarding minimum separation distance between the proposed soil absorption system and the watercourse. .Upgrade to Title 5 from two existing cesspools. 7:30 Peter Sullivan, P.E., Brislane Limited Venture R.T. - Route 132, Hyannis - Request to revise Condition #1 which restricts the type of use, office use is proposed for part of the building. II. Variance a des s ew usiness 7:40 Fred L. Sliva, Madhatter's Pizza, 561 Main Street, Hyannis - Requests a variance from Regulation 14/Outdoor Cafe, requests a 5 feet setback separation in lieu of required 10 feet. 7:50 Olive Chase, Casual Gourmet, Inc., 1600 Falmouth Road, Unit 10, Centerville - Requests a variance from Regulation 14/Outdoor Seating. a;on Steven J, Pizauti. 19sq,, Kids Connection, Inc,, 793 Iyanough Road, Hyannis - Requests a variance from Regulation 310 CMR 15.05 Grease Trap. agend doc �Of THE T0� TOWN OF BARNSTABLE OFFICE OF H� MAGM i BOARD OF HEALTH 900p,1639' 367 MAIN STREET •E Rr• am HYANNIS, MASS. 02601 June 20, 1989 Robert Shields The Shields Company 973 Iyanough Road Hyannis, Ma 02601 Dear Mr. Shields: You are granted a variance from the Board's Groundwater Protection Regulation requiring all commercial buildings located within 3,000 feet of a municipal sewer line to connect to said line. This variance will allow you to install three (3) sewage disposal systems at "Designer Place Shopping Center" located at 973 Route 132, Hyannis, listed as parcel 18 on Assessor's Map 253 with the following conditions: (1) The buildings must be connected to Town water. (2) The septic systems shall be installed in strict accordance with the submitted plans. (3) The designing engineer shall supervise the installation of the onsite sewage disposal systems and certify in writing to the Board that the systems were Installed in strict accordance with the submitted plans. (4) The septic tanks shall be pumped at least once every three (3) years. (5) The buildings must be connected to Town sewer if/when it becomes available. This variance is granted because Walter Jacobson, the Project Engineer for the Department of Public works, stated that this parcel is not located within the area defined by the. Sewer Master Plan and the current policy of the Commissioners of the Department of Public Works is not to permit such a connection. 'ncerely yours mes H. Crocke , Sr. oard of Health Town of Barnstable JC/bs C^ of 1HE r0� Town of Barnstable BAAN3TABLE, : Department of Planning and Development 7Vp0 b 9 `0� 230 South Street Hyannis, NiA 02601 (617) 775.1120 ext. 141 AlFO MAt A February 24 , 1989 John DeVillars , Secretary Executive Office of Environmental Affairs 100 Cambridge Street , 20th Floor Boston , MA 02202 Attention: MEPA Unit. RE : MEPA file ## 7560 Designer Place, Barnstable (Centerville) , Massachusetts Dear Secretary DeVillars : The Town of Barnstable, Department of Planning and Development strongly recommends that a full Environmental Impact Report be completed for the proposed Designer Place, a mixed office and retail development located at Route 132 in Barnstable. Given the location of the project' s site and its environmentally sensitive nature, the Department is concerned about the adverse impacts on the ground water, Shallow Pond and the wetlands. The other major concern is the traffic volume on Route 132. This Route at present time is over capacity and the traffic condition is worsening every year. At this particular location, the State is responsible for the necessary improvement and expansion of this Route 132, for which Town does not have any control . The Department is concerned about the traffic congestion and delays which could occur due to additional traffic volume. The proposed Designer Place lies within Zone of Contribution (ZOC 9 3 ) to the public supply wells . Because of this , the Department is concerned about the impacts this will have on the quality of ground water contributing to public supply wells, wetlands and to Shallow Pond. Therefore, the Department recommends a full Environmental Impact Report for this development . The attached review by the Department summarizes our concerns . If you should need any additional information please feel free to contact me at any time. Respect.f lly, La L . in, Director Depart ment, of ,Planning and Development • S. r 4 TOWN OF BARNSTABL.E DEPARTMENT OF PLANNING AND DEVELOPMENT February, 24 1989 Review of MEPA file ## 7560 Designer Place, Barnstable (Centerville) , MA Background: Designer Place is a proposed mixed retail /office development on 4. 57 acre of land, located south of Route 132 in Barnstable. The develoment is within a Zone of Contribution (ZOC) of public supply wells, and is north of Shallow Pond (a great pond) . The development includes 23 , 760 sq. ft. of retail space and 3 ,300 sq.ft. of office space. Recommendation: Given the environmentally sensitive nature of this site, the potential adverse impacts of the proposed project must not be ignored. Our major areas of concerns involve Traffic, protection of Shallow Pond, and protection of ground water, and should be included in the final environmental impact. report . Therefore, it is the recommendation of the Town of Barnstable, Department of Planning and Development that a full environmental impact report be required for this project based on the following: Traffic: The Department is concerned about additional traffic to be added on Route 132 because of this development. Route 132 carries a substantial volume of traffic at the present time and is already over-capacity. The proposed development would result in an increase in traffic volume and impede traffic flow with vehicles turning into and out of this development. A full traffic analysis for the proposed development should address any improvements necessary on Route 132 to handle the expected increase in traffic volume and traffic movement . Protection of Shallow Pond: The project site is located within the watershed and recharge area to Shallow Pond. Shallow Pond has been found to be borderline mesotrophic-eutrophic and any increase in nutrient load will make the pond eutrophic. The Environmental Notification Form did not adequately address the adverse conditions which might occur due to sewage flow ( 1 , 435 gallons per day) and increaesd surface runoff ( 102 , 580 sq. ft . pavement) would have on the pond and wetlands . Protection of Ground water : The entire site is located within ZOC #3 to the public supply wells and within 2000 feet upgradient to an existing well . The project would generate 1 ,435 gallons of sewage per day. Although the project meets the Town's minimum sewage flow requirements of 330/380 gallons per day, the Department is concerned with the generation of a large volume of effluent at this site. This will not only have an impact on the ground water quality but will also impact surface water quality. A detailed analysis of the hydro- geological conditions on this site should be conducted and project.'s long and short term impacts be identified. i I No. F9 DATE c�7u ro TOWN OFBARNSTABLE FEE 7 oa OFFICE OF STAXL ` i& BOARD OF HEALTH 367 MAIN STREET HYANNIS, MASS. 02601 VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT The Shields Company TEL. NO. 508-771-3400 ADDRESS OF APPLICANT 973 'lyanough Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Frank McDonough SUBDIVISION NAME Plan of Land in Barnstable, MA DATE APPROVED 276-89 LOCATION .OF REQUEST =4=57 acre lot, south of Route 132, at the Hyannis/Centerville•line- • _- That all new commercial structures within a VARIANCE FROM REGULATION (List regulation) Zone of Contribution--and -within -3,000 •feet-of-�- sewer line connect to the sewer. VARIANCE REQUESTED °(Specific request-) --•To-allow -on-site subsurface sewerage-disposal. systems in lieu of connecting to town sewer for a proposed 27,060 s.f. retail/office building.within - 3,000 feet of the sewer.REA See SON FOR- VARIANCE (May attach letter if more space needed) attached-HULTNnwr LE!0FEARINSTA" PLANS - Two copies of plan must be submitted -clearly outlining ce req:lam ARIANCE APPROVED JJ NOT APPROVED rh plAY 1 ? j9gj = ASON FOR DISAPPROVAL -- i - - I 6 - c t i r VARIANCE REQUEST FORM ATTACHMENT The proposed Designer Place Shopping Center is located on Route 132 at the Hyannis-Centerville line. The. Shields Company is proposing a 16 unit center with one unit of office space and the remaining units retail space. The 4.57 acre site lies within a Zone of Contribution to a public supply well and .partially within a WP Overlay District Zone as per the Town of Barnstable Zoning Bylaw. The uses proposed for the site will be compatible with .the permitted uses in this district. The nearest municipal sewer lines are the force mains that. come from Barnstable Village down Phinney 's Lane, Old Route 132, to Bearse 's Lane. This line is in excess of 2,200 feet from the site. The closest gravity sewer line is approximately 4,500 feet from the site. It is the current policy of the Department of Public Works to deny a permit for a sewer construction for this situation. The estimated Title V sewage flow is 1,435 GPD which relates to 314 GPD/acre. The proposed septic system for the building consists of three separate systems with capacities of 396 GPD, 599 GPD, and 441 GPD each. The systems are spread across the site -parallel to and in excess of 250 feet from the edge of Shallow Pond. The agreement between The Shields Company and the current owner includes the current owner forfeiting the permit for the 45 seat restaurant known as The Rainbow Cafe, with the space being converted to retail space. This will result in a reduction of 1,535 GPD in the estimated sewage flow for the building. Overall, there will be a reduction of the estimated sewage flow by 100 GPD as a result of this proposal. Also, the project will include -the extension of a 12" water main from Phinney 's Lane approximately 1,700 feet to the site. This will provide the opportunity for the motels to the west of the site (Country Lake and Presidential) to also connect to public water. The drainage system for the 146 car parking lot is designed to contain all storm water runoff on-site. There will be no direct runoff from the building or parking areas into Shallow Pond. All catch basins are designed with sumps and hoods for oil and sedimentation separation. The parking lot will be swept/vacuumed regularly which will help maintain the efficiency of the drainage system along with regular cleaning of the drainage systems themselves. 2SAH45/mmb s. L 0 G Cv,S l32-: f. io t All ---= - �Ao • • Job No.3—3 3 01 .0 0 Fig. GROUNDWATER OVERLAY DISTRICT MAP SHEET 5 Horizontal Scale in Feet 1"=6 0 0 ' r PROF HE • � �� BAHHSTABLE, i y NAB& 039. FE MAY aanns3� ./�cwdua�u�e/t 02601 COMMISSIONERS: (508) 775-1120 Bzf. 123 KEVIN O'NEIL, CHAIRMAN THOMAS J. MULLEN JOHN J. ROSARIO. VICE CHAIRMAN SUPERINTENDENT PHILIP C. MCCARTIN RECEIVE ® ROBERT L. O'BRIEN FLOYD SILVIA ASSISTANT SUPERINTENDENT GEORGE F. WETMORE JAIY O 5 193 esc—Capp Cod Eric December 29, 1988 The BSC Group-Cape Cod, Inc. Madaket Place B12 Route 28 Mashpee, Ma. 02649 Attn: Stephen A. Haas Subject: Parcel 18, Assessor's Map 253 BSC File No. 3-3301.00 Your letter of December 20, 1988 Dear Mr. Haas: Please be advised that the current policy of the Commissioners of The Department of Public Works is not to permit connections to the sewer system for those parcels which are outside the areas currently within the confines of The Sewer Master Plan. This parcel is not within the zones defined by The Master Plan, therefor it would routinely be denied a sewer permit. In addition a force main to force main connection is only allowed in special circumstances and the nearest gravity sewer is approximately 4,500 .feet from the locus of the site. Also, the relatively low flow (1500 GPD) , from the site would make such a connection economically unfeasible. Very truly yours, Walter R. cobson Project gineer CC: Board of Health i e, j1 Centerville-Osterville-Marstons Mills Fire District Water Department P.O. BOX 369 - 1138 MAIN STREET OSTERVILLE, MASSACHUSETTS 02655 �sr OFFICE OF u WATER i BOARD OF WATER COMMISSIONERS 3 DEPT. " WATER SUPERINTENDENT 9�StoHs February 17, t1989 Mr. Stephen A. Haas The B.S.C. Group Madaket Place #B12 Route 28 Mashpee, MA 02649 Re: Water Supply Route 132 , Centerville, MA Dear Mr. Haas , We have reviewed your proposed Retail-Office Building on Route 132 in Centerville. Although this project is within our Fire District, the water mains closest to you belong to the Barn- stable Water Company. We hereby grant you per- mission to request water service from the Barnstable Water Company. If you have any questions , please call me. Very truly yours , Donald F. Rugg Superintendent DFR/jw A-1 pre 3 !'32 kq' nt M A 2,6q Lh L.4 7"t !, O 2�0e7, 75 pE �S9 y �J4 Z c�2`'0'z 9.o,13ox 73! �Ir. I1nt�nU(;I1 Htt i 1 r)t rt(; .. • KITCHEN i TOILET TOILET TOILET , th HYANNIS TOURIST INFORMATION CENTER RESTAURANT 1 1 CLOSET SHOP � 41 UP t. CZ I • No. DATE 5-- - of THE to TOWN OF SARNSTABLE FEE L OFFICE OF BOARD OF HEALTH ` f39• � 367 MAIN STREET JIL r, HYANNIS, MASS. 02601 LRAr 1`2' 1989' VARIANCE REQUEST FORM All variance requests must be submitted five (5) days prior to the scheduled Board of Health meeting. NAME OF APPLICANT The Shields Company TEL. NO. 508-771-3400 ADDRESS OF APPLICANT 973 lyanough Road, Hyannis, MA 02601 NAME OF OWNER OF PROPERTY Frank McDonough SUBDIVISION NAME Plan of Land in Barnstable, MA DATE APPROVED 276789 LOCATION .OF REQUEST .-,-=4=57 acre lot, south of Route 132, at the Hyannis/Centerville•line- • : _-That all new commercial structures within a VARIANCE FROM REGULATION (List regulation) Zone of Contribution--and -within 3,000 -feet-of-•a- sewer line connect to the sewer. VARIANCE' REQUESTED (Specific request) -•-To-allow on-site subsurface sewerage disposal. systems in lieu of connecting to town sewer for a proposed 27,060 s.f. retail/offi.ce building.within . 3,000 feet of the sewer. See REASON FOR- VARIANCE (May attach letter if more space needed) - attached.-- - PLANS - Two copies of plan must be submitted clearly outli variance requested. 0 74 VARIANCE APPROVED NOT APPROVED D REASON FOR DISAPPROVAL f ` y VARIANCE REQUEST FORM ATTACHMENT The proposed Designer Place Shopping Center is located on Route 132 at the Hyannis-Centerville line. The Shields Company is proposing a 16 unit center with one unit of office space and the remaining units retail space. The 4.57 acre site lies within a Zone of Contribution to a public supply well and partially within a WP Overlay District Zone as per the, Town of Barnstable Zoning Bylaw. The uses proposed for the site will be compatible with the permitted uses in this district. The nearest municipal sewer lines are the force mains that come from Barnstable Village down Phinney 's Lane, Old Route 132, to Bearse 's Lane. This line is in excess of 2,200 feet from the site. The closest gravity sewer line is approximately 4,500 feet from the site. It is the current policy of the Department . of Public Works to deny a permit for a sewer construction for this situation. The estimated Title V sewage flow is 1, 435 GPD which relates to 314 GPD/acre. The proposed septic system for the building consists of three separate systems with capacities of 3'96 GPD, 599 GPD, and 441 GPD each. The systems are spread across the site parallel to and in excess of 250 feet from the edge of Shallow Pond. The agreement between The Shields Company and the current owner includes the current owner forfeiting the permit for the 45 seat restaurant known as The Rainbow Cafe, with the space being converted to retail space. This will result in a reduction of 1,535 GPD in the estimated sewage flow for the building. Overall, there will be a reduction of the estimated sewage flow by 100 GPD as a result of this proposal. Also, the project will include -the extension of a 12" water main from Phinney's Lane approximately 1,700 feet to the site. This will provide the opportunity for the motels to the west of the site (Country Lake and Presidential) to also connect to public water . The drainage system for the 146 car parking lot is designed to contain all storm water runoff on-site. There will be no direct runoff from the building or parking areas into Shallow Pond . All catch basins are designed with sumps and hoods for oil and sedimentation separation. The parking lot will be swept/vacuumed regularly which will help maintain the efficiency of the drainage system along with regular cleaning of the drainage systems themselves. 2SAH45/mmb LC� G v� Yl •, !: ell rA -= - ' _ w� Its• �. •;a ;. �s, / \ •u• Job No.3—3 3 01 . 0 0 Fig. GROUNDWATER OVERLAY DISTRICT MAP SHEET 5 Horizontal Scale in Feet 1"=6 0 0 ' F THE i BAHBSTSBLE, a rasa 'pp 1639. MA'l0.� *s, ./�adacso�u�c a 02601 COMMISSIONERS: (508) 775-1120 Ext. 123 KEVIN O'NEIL, CHAIRMAN THOMAS J. MULLEN JOHN J. ROSARIO, VICE CHAIRMAN - - _ - SUPERINTENDENT PHILIP C. McCARTIN RECEIVED ROBERT L. O'BRIEN FLOYD SILVIA. ASSISTANT SUPERINTENDENT GEORGE F. WETMORE A A I o 193 OSC—C60 Cod Inc December 29, 1988 The BSC Group-Cape Cod, Inc. Madaket Place B12 Route 28 Mashpee, Ma. 02649 Attn: Stephen A. Haas Subject: Parcel 18, Assessor's Map 253 BSC File No. 3-3301.00 Your letter of December 20, 1988 Dear Mr. Haas: Please be advised that the current policy of the Commissioners of The Department. of Public Works is not to permit connections to the sewer system for those parcels which are outside the areas currently within the confines of The Sewer Master Plan. This parcel is not within the zones defined by The Master Plan, therefor it would routinely be denied a sewer permit. In addition a force main to force main connection is only allowed in special circumstances and the nearest gravity sewer is approximately 4,500 feet from the locus of the site. Also, the' relatively low flow (1500 GPD) , from the site would make such a connection economically unfeasible. Very truly yours, oe sty Walter R. cobson Project gineer CC: Board of Health v_ r. Centerville-Osterville-Marstons Mills Fire District r== _� Water Department 21 P.O. BOX 369 - 1138 MAIN STREET CC 0 d C=�� C`�_ OSTERVILLE, MASSACHUSETTS 02655 ,�.��E OS� OFFICE OF u WATER BOARD OF WATER COMMISSIONERS ?i DEPT. WATER SUPERINTENDENT StONS February 17, 1989 Mr. Stephen A. Haas The B. S.C. Group Madaket Place #B12 Route 28 Mashpee, MA 02649 Re: Water Supply Route 132, Centerville, MA Dear Mr. Haas , We have reviewed your proposed Retail-Office Building on Route 132 in Centerville. Although this project is within our Fire District, the water mains. closest to you belong to the Barn- stable Water Company. We hereby grant you per- mission to request water service from the Barnstable Water Company. If you have any questions , please call me. Very truly yours , Donald F. Rugg C � Superintendent DFR/jw 41y,5rov'N'r� r AREq 6Lh Tcan� t:5�h1e)will �5 41 ?O,Aok 73!> 11 'h-nPMlS i-egK�,Iq e y Mc I)r,i��ru(;h It�iilrlit� KITCHEN i F TOILET TOILET TOILET • M HYANNIS TOURIST INFORMATION CENTER RESTAURANT CLOSET SHOP . TD 13 Et�� f ACM./ L ur ` ASSES 0 S MAP N0: 5 3 No.----....-- ... ft*Cow ARCE -3 fA 2661H8 C�QW �. H OF MASSACHUSETTS 93A AN D�" E HEALTH t; W N O- ARNSTABLE ��?. rtt•��it fury �i�� 1 3�urk,� C�un.�trurtiun rrutit Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal System ..........................................................S�—►' w. ion-• ' .......... o. � -,y �f. 3 Add r t . ...........------ .....4' "54 ---o- rOwner os r fit- 1��33 W Installer Address AA Type of Building Size Lot.... "- �- U Dwelling— No. of Bedroom ----- -------- _ _____.-_.__Expansion Attic ( Garbage Grinder ( ) aOther—Type of Building . ....... ... ..�. . . -afn �: �a�,-- r' ( — (�}L_.� ::. . : No. s._� ._ �__ �Tiowers Cafeteria rJ d Other fixtures - - ----- ----- ----- - - - i W Design Flow._. 7 -i�_..gallons per person,-Pgr Tay. Total daily flow__-.--_1.61.975..................gallons. W -3 Septic Tank—Liquid ca acity! ...gallons Length.-9 Width-f--(v.--. Diameter---------------- Depth P q P` g g P �-- x Disposal Trench— No. .................... Width... .I_ Total Length......... ....... area sq.inlet Total leaching area.i.�(.�_._sq. ft. Z Other Distribution box ( ) Dos,*, tank ( ) 7/47 r70 aPercolation Test Results Performed b ..�.C_V..........�GkPv?�-- .S� �SDate. ..— ,.1 Test Pit No. 1._A__.2_....__minutes per inch Depth of Test Pit------ ...... Depth to ground water...? ..__... .0 (s Test Pit No. 2.../.2__minutes per inch Depth of Test Pit.-.---�_�� .__. Depth to ground water...................... f� •-•••-. .-_... . ( , -7> -: D Description of Soil---- -�._.... � �� r ....................�J - .x U ----•--••--•••-•---•---••-•-•--•---•--••-••••---••-•---•••-----•---•---•--••------•------------•--•-•-•---------•------------------•-----•--.....•-------•••---•----------------•-...•-----....----•---- W ----•------•- ----------------------------------------------------------------------------------------------- -------------------------------------............................................... U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ...................................................------...-------------------•--•-------------------•------------•----------------••---••----•-•----•-----•--....................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed --------------------------------------------------------------------------------------------------- --------------------------------;...... Dace Application.Approved By ........................ . . ..................... .........-------_------------------...----------------------------- .........-------------......----------- Dace Application Disapproved for the following reasons: ..... . ..................... ... ........... ................. . . . . . . ................................................................................................................................................................................................................ ................. .................. Dace PermitNo- -------------------------------------------------- -------------- Issued -----------------------.......---------------------------------- Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) --.............--------------._------------------------..._.-.-------- 1 h,�aue. //z ,q�, at ... ?- .........-..`:.-�� 1 �.......f--.1�.-.3_......... ---- .l.34w....... :.....w-f"',ld .......----------------------------------... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -----------------------------._.............. dated .... ..-................................_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- --------------------..._.._-----------...___ ___...........------ ---...------. Inspector -------------------------------------- -------------------.--_---------- ----- ------- --------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE........................ 1iupuual Workii Tumtrudiun '"motif Permissionis hereby granted------ -----------------------------•---------------------------------------------------.----------------•-----------------•----•------•----- to Construct or Repair ( ) an Individual Sewage Dispo al System ' at No •-�%tz t.-5-......�$-�;) l a) �� - --- 13 J 1_j--L5---------------------------------- Street as shown on the application for Disposal Works Construction Permit No--------------------- Dated-----_--.-.--..-----------__--............ .................... •------•--•--•--------• ............................................................ Board of Health DATE-------------------------------------------------------------------------------- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS �1g � No................--....... FEa.................... ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Dijpniittl Wor1w Tnmitrnrtion ramit Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal System at:: ...................... . ram.._� ........ - .-••-•------- ------.--.-•.•• . a . Locrdi (e ..or Lot o _.._ -lon- \dd.�n r sst J�__._ _w �'� --�.�. � �-- -- = � --:Y ---- - --- Owrier W �s2. A dress g'! 'yY!>I 5I Gse� Installer , Address ' UType of Building g Size Lot. •---- '.......Sq- t- Dwelling—No. of Bedroom _____________________________ __________-:Expansion Attic ( ) _ Garbage Grinder ( ) 114 Other—Type of Building _ `�C►-x_�._.._._ No.-Of pea;sc S..?_q-l_',__?_ .� howers ( ),— Cafeteria (�j,u a' Other fixtures ................. .. W Design Flow._15---l--_*& `J_?�O_.� ___gallons per person er•-day. Total daily flow........ _ _ ..................gallons. Septic Tank—Liquid capacity __gallons Length !�':_._ Width_4.-_P---- Diameter---------------- Depth-A.. W •- x Disposal Trench—No_ ____________________ Width.._..-1-_...._-___._ Total Length.................... Total leaching area....................sq. ft. o Seepage Pit No_____________________ Diameter...........--____-.,?Depth.below inlet_____?......... Total leaching area_/(1* 7.__sq. ft. Z Other Distribution box ( ) Dosin tank ( ) p a Percolation Test.Results Performed�by._��.._e:.1.-S(1 ......_ � �Vl .i�- 4 �SDate__ � �-_��7_ r __� � Test Pit No. 1-_4_._-_-__._minutes per inch Depth of Test Pit------ _V-.---- Depth to ground water.... 44 Test Pit No. 2.... _.:-..minutes per inch Depth of Test Pit------R_.{_�.__------ Depth to ground water..................... rx .............. -----t L(...................................... = ••----•_...R ►+ O Description of Soil �z - ... "n a '?-..... � �`�1 ------.---- �(��7 � �-�� ?' V ......--••-----•----------••---•----••.__._-----•-•-----•--•--•-••••---•---j•''.---•-•-f Wr 1-. U Nature of Repairs or Alterations—Answer when, applicable................................................................................................ ................... ................................................................................... -----•-•------------....--•••--•------•-.._..-------•-----•------•-••--•--•--._..__..__...--•--• Agreement: The undersigned agrees to install the foredegcribed Individual Sewage Disposal System in accordance with W the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. . Signed ......................... .. ..................._......_........_....-........-- . ......--... Date Application,Approved By Date Application Disapproved for the following reasons- ------------------ ---------- --- -------------------------------------------------------------------------------- Date PermitNo. . . .. ...................................... Issued ...........-..-....... - ............. .................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ker#ifi ate of Tomlatianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by t t at ...... ............1 " ..t,. ../ ..:� �...-.. --'-. ._.... - - 1' 1-.)A)I-4------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -------................ ....................... dated .-----.-------------- .........._....-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------......................................................._... .... ..... ...... Inspector ---_- -------------_ ----- ---------- ----------------------------------..--------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE_____________ Bwpooal Workii Tonotrudion "unfit Permissionis hereby granted---------------------------------•------------------------------------------------------------------------------------------------•-•--•----- to Construct ( or Repair ( ) an Individual Sewage Disposal System atNo........ .......4K_/- --- 'z ' � ....r_. - _ --- 15................................. Street as shown on the application for Disposal Works Construction Permit No---------_---------- Dated........................................... --------------•--•----------------•••-••-- .............................................................. Board of Health DATE................................................................................ FORM 36508 HOBBS&WARREN.INC..PUBLISHERS --. Z 028 2-97 790 Z 028 297 789 Z 028 297 791 Receipt for Receipt for Receipt for Certified Mail - Certified Mail Certified Mail ® No Insurance Coverage ProvidedAffNo Insurance Coverage Provided No Insurance Coverage Provided tyurED5LiE5 Do not use for International Mail aniE Do not use for International Mail - , ;� ; } Do not use for International Mail I. VOSTLL YYVCE -Ul S-ES (See Reverse) (See Reverse) (See Reverse) f Sen• - Sent t Sent to : le S S rd �� D� WPosta St et .O. a e nd ZIP Coe D P, rate antl ZIP Code IP Code ,) Posta Posta P I Certif+ed Fee Certified Fee Certified Fee Special Delivery Fee Special Deiivery Fee Special Delivery Fee Restricted Delivery Fee Restricted Delivery Fee Restricted Delivery Fee M Return Receipt Showing - M Return Receipt Showing p� 4M Return Receipt Showing 0) CY) to Whom&Date Delivered _ _ W to Whom&Dare Delivered Of to Whom&Date Delivered Z Return Receipt Showing to"WhoA, t Return Receipt Showing to Whom,J r�/� t Return Receipt Showing to Who ," / Date, and Addressee's.Address 'Y.\ 'c L /, /U Date,and Addressee' m s,Addressti Date,and Addressee's Address m " TOTAL Postage j�.. :`�� TOTAL Postage "' _ TOTAL Postage C &Fees Fees .-� _ \$`\`",-S O &Fees ! R� TO'•�✓ '�.., O� v C Postmark or Date P l r j 1 O Postmark or Dais_+`' 00 Postmark or Dates AL r d (1) \\ j / I � --- 1 a a t I BA,XTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508) 428-3750 WILLIAM C. NYE, P.L.S. - President PETER SULLIVAN, P.E. -Vice President-Engineering RICHARD A. BAXTER, P.L.S. -Vice President April 12 , 1995 To Whom It May Concern Being an abutter to the proposed project please be advised that the applicant Brislane Limited has requested a variance to the following Town of Barnstable Health Regulation : " Part VIII Section 6 Groundwater Protection . All new commercial structures within a zone of contribution within 3000 feet of municipal sewer shall connect to public sewer" . The applicant is proposing on site disposal in accordance with Title 5 . The flow is 255 gallons per acre per day. Connection to Town sewer 2000 feet away will be a costly expense . The Board will hold a public hearing on this matter on April 18th some time after 7 : 00 p.m . in the second floor hearing room at Town Hall Hyannis . If you have any questions on this matter please feel free to contact this office. Very truly yours , x r & Inc P ter Sullivan , P . E . V . P . Engineering N MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS i ABUTTERS LIST Map 253 Stanley Baukus Lot 15 County Lake Motel Rte 132 Hyannis , Ma 02601 Lot 14 Frank McDonough c/o Rainbow Motel 1471 Route 132 Hyannis , Ma 02601 Lot 20 BA Myers Corporation 427 Main Street Hyannis , MA 02601 yrL 7� 44 NO. T INC TOWN OF BARNSTABL.E DATE OFFICE OF FEE $65.00 "u"T"'L BOARD OF HEALTH RECEIVED BY riot. h, 367 MAIN STREET i Mir I HYANNIS,MASS.02601 ? _VARIANCE REQUEST FORK "' ALL VARIANCES MUST BE SUBMITTED FIFTEEN (15) DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING. NAME OF •APPLICANT Brislane Limited Venture R.T. TEL. NO. 1i ADDRESS OF 'APPLICANT c/o Baxter & Nye, Inc' , 812 Main St., Oste' il-le,V_Ma. NAME OF OWNER OF PROPERTY Richard Novick SUBDIVISION NAME Plan for Jay H. Tracy DATE APPROVED August 10, 1987 ASSESSORS MAP AND PARCEL NUMBER Map 253 Lots 18-1, 18-2 & 18-3 LOCATION OF REQUEST Route 132 Hyannis SIZE OF LOT 192,790 SQ.FT WETLANDS WITHIN 200 FT.YES X NO VARIANCE FROM REGULATION(List Regulation) Regulation adopted on 9-16-86- all new commercial structures within a.zone of contribution to a public supply well within 3,000' or a municipal sewerline shall connect to public sewer. -REASON FOR VARIANCE(May attach if more space is needed) The design flow is 255 gallons/acre/day. Connection to the Town sewer 2,000' away would be a monumental expense. The sewer 2j,000' away is a force main. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED .. • NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADY, R.S. , CHAIRMAN SUSAN G. RASK, R.S. JOSEPH C. SNOW, M.D. BOARD OF HEALTH Q TOWN OF BARNSTABLE • A►XTER & NYE, INC. Professional Land Surveyors and Civil Engineers _ 812 Main Street a Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508) 428-3750 WILLIAM C.NYE, P.L.S.-President PETER SULLIVAN, P.E.-Vice President-Engineering RICHARD A.BAXTER, P.L.S.-Vice President April 28 , 1995 �,Q P ", r, Q ''�v ftSO Board of Health Town of Barnstable MAY 1 1995 367 Main Street `- Hyannis , Ma 02601 ' l6tuy " w Re: Rte 132 Hyannis - Map 253 Parcels 18--1 ; 18-2 , & 18 a4/ Brislane Limited Dear Board : We are in receipt of your letter granting a variance to Board of Health Regulation Part VIII Section 6 . 00 which requires all new commercial buildings within a zone of contribution and within 3000 L . F . of a municipal sewer to connect to town sewer . We respectfully ask you to reconsider Condition 1 which restricts the type of use that may occupy the proposed building . It 's our intention to comply with Town Ordinance 47 and the Board of Health "'330" Regulation . By prohibiting the type of use you eliminate a potential mix. For example a 50/50 split between office and retail will generate 318 gpd which is below the- 330 threshold . I believe Condition 3 is quite clear _ and that you are requiring us to comply with Article 47 and the 330 regulation which by itself will eliminate high water use activities . Please .,keep in mind - that this project needs to be reviewed by Site Plan Review and probably the Cape Cod Commission so there will be ample time for Board of Health involvement in the development of this project . We look forward to your reply. I I 0f �" Very truly yours , R � StILLIVA xt r^ & nc . NO. 29733 Peter ullivan , P. E . V . P. Engineering PS: slg _ MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS — — TOWN OF BAFINSTABLE ypi THE raw ��Q ♦� OFFICE OF t Beaa9TeBL i BOARD OF HEALTH 0o i639- `em 367 MAIN STREET RFD MPY k' HYANNIS, MASS.02601 April 25, 1995 w Peter Sullivan, P.E. Baxter&Nye, Inc. 812 Main Street Osterville, MA 02655 RE: Route 132 Hyannis Assessor's Map 1253, Parcels 8-1, 18-2, 18-3 Dear Mr. Sullivan: You are granted a variance on behalf of your client, Brislane Limited Venture R.T. from Board of Health Regulation Part VIII Section 6.00, which requires all commercial building to connect into the municipal sewer line if located within 3,000 feet of a sewer line. This variance allows you to install onsite sewage disposal systems at Route 132, Hyannis listed as Parcels 18-1, 18-2, and 18-3, on Assessor's Map 253 with the following conditions: (1) No high volume water users are authorized in the building. Offices, restaurants, delis, laundromats, dentist offices, and other high volume water users are prohibited. (2) The building shall be connected to town water. (3) According to testimonyf rom an abutter and from Peter Sullivan, P.E., the designing engineer, there is an existing septic system from an adjoining property currently located on this property. If the septic system from the adjoining property is not moved, then the design flow of that septic system and the acreage of the adjoining lot are to be included in the calculations for compliance with Town Ordinance, Article 47 and the Board of Health "330"Regulation. brislane (4) You shall remit the required fee of three hundred dollars($300) prior to obtaining approval for three disposal works construction permits from the Health Division. (5) This variance expires in one year on April 24, 1996. Disposal works construction permits shall be obtained by the applicant prior to this date. The variance is granted because the closest sewer line, which is 2,000 feet away from this property, is a force main: The DPW will not allow you to connect the building into a force main, according to Robert Burgmann, P.E., the Town Engineer. The closest gravity sewer line is 2,600 feet away according to Peter Sullivan, P.E., the designing engineer. Very truly yours, J eph C. Snow, M.D. ting Chairman Board of Health Town of Barnstable SGR/bcs cc:Robert Burgmann, P.E. brislane I$AXTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX(508) 428-3750 WILLIAM C.NYE, P.L.S. -President PETER SULLIVAN, P.E.-Vice President-Engineering RICHARD A. BAXTER,P.L.S.-Vice President May 17 , 1995 Town of Barnstable Board of Health P.O . Box 534 Hyannis , Ma 02601 Attn : Tom McKeon Re: Brislane Limited Venture Realty Trust Route 132 , Centerville, Ma . Dear Board : Enclosed is our site plan revised to reflect the possible mixed use of business and office at the subject property. ' As indicated on the plan we have sized the systems so the office space can go anywhere in the project . Feel free to call if you have any questions . Very truly yours , B xter Nye I X l Lm C. ,Ny P . L.S. President Encl . WCN :slg MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS l� �� + � � /�v,n � �, �- ��_- _� SHEET 3 OF 4 J;, 54.454.2 --- --�/ / ' HA1tiAWAY f POND 0 0/80 ' cY` 45.g . 8 2vZ� e d e o fi pavement_ � --�,--�4�.5\_- p��"q�, ^gry ^/g p�'•' LOCUS 0.0 0pa - --- - -- ---- 330 CAL. PER. AC"R PER DAY SHALLOW r i x/55.1 3.4 ____ �4,43 AC. X 330 = 1465 GAL, PER DAY MAXIMUM, POND ` STATE _a 0 UTE 49.1, ,��.�� 1126 GAL, PER, DAY = TOTAL DESIGN _ 4 200 WIDE CURB 45«5 � N 53.0 -- Q;ff-_ ve -ss e-wa ---- 9.4 x 53.9 55.5 4.3 51.7 5Q.5 ov 4 ►.1 r Q p Ln - 5 4. '� 53.3 $3.3 41a.3 49.2 Z p 54.13 ) '� � c�Q,.. Z'Z � 7 x ® a.® 51.5 IS / ;TE1 EWA c oo�fOX o LOCUS MAP 4�5 �F 54.5 �� \ N ELL 49.7 -fi .5 51.9 6 S6c'1.7'37"E 50.4 1" 4 •5 S62°17'374 C.D. FND. a S62'17'37'E 52 7 BENCHMARK = 52. c' 159.29 M.H.B. FND. 51.1 272.68' f s•4 241.3z ,'�g a SCALE 1 9 25,000 658,68' OBSERVATION WELL w ' �-� ASSESSORS M.H.B. FND. BENCN MARK ELEV. =sS 4.59 EL.-- 55.23 MAP 253 PARCEL 18-1 ,18-2,18-3 0. SE VA ON ELL 4 •5 /S ANC 1) DATA 22 spaces El_.- 51.57 C <q 053.9 L $" PROCESSED GRAVEL °'\� 3" BITUMINOUS PAVING 4�•5 I '�� ./ SYSTEM 7,507 s•f. rstc`:I :space x 5 gal./100 sq. 1rt. +� 375 g.p.d. Z• ow 0 SYSTEM �'- o ado ---- 6' LEACH PIT WITH 3' OF STONE � 23 spaces � �®5Q. SEPTIC TANS 375 g. .d. X 15O 563 G.P.D. -� .op a�.a - - ff *�� USE 1 000 GAL. / * 4 GRL EN Lp 55.5 F •. _..e. T { - c 7 WITH S TONE x 3' OF A , . D.eOk _ ` .._ x.53 - I ALB. RA 226 S.F. 2`� S.F. X 2.5 56 G.P.D. it [IOTTOM AREA 113 S.F. LOOV HAZARD ZONE -- C \\ I � `a 113 S.F. k 1.0 *� 113 G.P.D. \. EPTIC TANK SYSTEM #2 23 aces a) x 52. /� x ,5 c� TOTAL DESIGN - 679 G.P.D. (PANEL #250001 0005 C) 54.6 54.0 6 LEAC Pi V TH 3 OF STONE i LnN SCA _ `� 1 9' TYP 0 {� ,.{ 20 spaces / C 13. FND. ELEVATIONS ARE BASED ON N.G.V.D. ' 3•� •--' v \ RE ININ(G ALL �36SERVATI N �b'Iw OD x 1,2.4 ' x 51.3 0.4 �_ SYSTEM 1 ppp Vo o _ x 5 .0 ; 7,507 s.f. retal; space x 5 gal,/100 asq, . 375 g.p«d. , 49.4 EN / x - g, .d, 50 5 C, SEPTIC TANK 37 a X 1 63 G.P.D. 5 4.2 I; / USE 1000 GAS.. GROUND WATER PROTECTION ZONE 56.9 - � ! i �' �� USE 1000 GAL - x - �~ �pSYSTEM 3 WASHED STONE BUILDING ZONE AS SHOWN ON MON. HIT �p0 - ""TEST L '� " 54.1 ~� VTI-I 3 `OF W REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT 56.1 1t3 spaces x , .1 . b, , Si E ° .LL AREA :226 S.F. DE / p z0• � f LEACH IT WITH 3 OF STONE � � 3IGHWAY BUSINESS / o. 50«0 22M S.F.SF X 2.5 566 G.P.D, '� C) / .-. ' �. AREA = 40,000 S.F. PLANNING DEPARTMENT APRIL 1993 .fir, ,. OBSERVATION WFLL 0170M AREA 113 S.F. x x 5.4 EL.= 51.95' - ram` 11 S.F. X 1.0 + 113 G.P.D. MINIMUMS LOT COVERAGE: �' '7 x ,g '�. fiTAL DESIGN 79 G.P.D. 55.0 " '` C?0 ,, x ,4- ._ .: FRONTAGE =- 20 a, .3 ® �A - SE "TIG� A II >� FRONT SETBACK = 60' NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA z x a _- _ ` 5.5 , • �? S A I A OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE, INSTALLATION OF 6 x .3D.6 k x •4 x 41» -------------. _X-1 q CONCRETE%WALK I WIDTH 160 BUILDINGS, STRUCTURES AND PAVED SURFACES. , SYSTEM , -----^. � � 2 55,3 q 51- 5Q� TEST EI_L 100 ALONG ROTS. 213 & 132 !I q• c�i 5 50.4 44+`Si ;� 5, I SIDE SETBACK _ 30 AREAS x L 0- x 57 5 q _ x __ _ _ 9.f. retch r acx x ga ./100 s ft. 375 .d. (SEE ZONING)53. . _ _ � -_-__ 7 507 . s� /` 145.00� . g`P ( E N G) - _. _` O � - � ` - . , ,. SEPTIC TANK 375 r�.�.��. �' 15Q �°' 83 G.P.D. s�l_AR S '��sACK z�' . � �„ O _, �,- „ PUMP IHOUSE - , _' •' I BUILDING �• 62. 47.0 x 4 .� - 5F� ..�'Sf3.0 ,��, 9..ISE 1000 GAL. � MAXIMUMS _ Jj Zo BUILDING HEIGHT 30 22,522 sq.ft. RETAIL SPACE 5 x 43.2 x 3-__--- 44.5 � USE� y2 �. # � � x 47.0 SEPTIC TAN � 4 . I�JlO GAL x 55,5 GRFFN - - � � (OR 2 STORIES IF LESS) TOTAL laPERVI®&3S AREA ��,� c�� x S •�� c / - / STEST WELL � Z �o k 1.7 x 4s,0 'I' 3' OF WASHED STONE 309 COVERAGE OF LOT 92,592 ft. 2.13 acres = 49.97 y r `t`:.__ _ a /1 �„ q' �� /� / ` . SIDEWALL AREA 22C S.F. t1 ,6a 22 S.F. X 2.5 566 G.P.D. �G x 50.5 NO. - U j 44.5 � x 5 4 x 43,2 .) M AREA 113 S.F. SITE CLEARING: X, �G� _ c� `�Y> �- ' 45,6 3�__ - x , ST L 11,'a S.F. k 1.0 11.3' C.P.D. I A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA G �� TOTAL DESIGN 679 G.P.D. OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH �' 48«7 � , 702. Ip' �� 1 .._. ._. zi 7- i ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF �� T,f` - rF2 4 �`• ,5 _ _ .. 45.1 - 4Z9 ERSTORY SHRUBS AND GROUNDCOVER ALLOWED. 1 U N D c�. ,.-x �' � _ _ TOT �5. c� - 3 x 7.5 c� AL TO REMAIN IN NATURAL STATE 50: = `-BITUMINOUS PAVING EST WELL ;% x�40.3 =-R 3�.5 _.._ ._x 4 .7 � � _-_ 1 44 .Y �w x 45.4 t � \ � a..7 PITS 41, x PARKING CALCULATIONS -___ • x .6 /2 /89 /2 /89 - 4.0 �_ .. L , ---- b 3k3 \ � z1/87 / 1/87 2/2 /s z 4 42,E d3:4 \x : . _ - -+ �,� ' 57 7254 7 x 3 7 _- y,,'`/ ,, n ) x 35.1 � PI'�' z. 2 PIT254 PIT 5;5 • - - -- kr « _ . _ x 35.3 x 3 .3 PIT ELEV. 52.6 ELEV. 52,0 �✓, 45.3 PIT 4ELEV. 51.8' 52.E x �" il 22,522 S.F. RETAIL 1/200 = '113 SPACES _.._----.. 35.6 � �,; � A -- �.� PLUS 1 SPACE PER BUSINESS - 9 SPACES / x 4i: -" x 3�.5 -a-- - LOAM SUB SOIL LOAM & SUB SC11L LOAM SUB SOIL Y LOAM SUB SOIL 1 L TOTAL SPACES REQUIRED == 122 --- x 35.3 ,,i'' �. 1.5 t 1.5 r;� � i LOAM Sr.I9 SOIL o c� �v 1.5 11 --2 -2 p, MEDIUM TOTAL SPACES PROVIDED 123 __ --_.--- g - __.x-4Q.Q - - - _ 39.7 TS . ,2 x 3 .1 o Y PARKING SPACES REQUIRED FOR THE HANDICAPED x 3 a ND PERK TEST SAND ti r '' 18 5,3 0 5 S,F. UPLAND - . ' N TEST VVELI, °AAA •--3�•-�4 5 P e - x 7,9 " MEDIUM I MEDIUM +IIC �,p MEDIUM TOTAL SPACES REQUIRED 3% OF 122 4 SPACES i Za 7,702 S,F, WETL-AND ,� . i k GRAVEL MEDIUM SAND TOTAL SPACES PROVIDED 4 SPACES _ c'• o. x 38,2 ' � �` TO COURSE TO COURSE m( SAND ; to ,k __.__ -- --- 4,43 A C, `�13T L �� SAND GRAVEL SAND �`? --- --5.5 �y GRAVEL � C�TI�" IOS / "P x 37.5 x 37.7 � g k BREAK OUT / x x 39.7 393 SLOPE O x 3 TEST WELL 4 ��: <f� --8 � ' / 36.7 _ y , „ GRAVEL GRAVEL MEDIUM �-`- A-2 iu, 35.5 �35.4 36,5 35.9 P�-7--- x 39.7 ,' SAND HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE cs. A_3 -- --.� , 5. ��> ,, MEDIUM A-4 `\. Ax 5� - A _ 36.E ,x 34.5 "1 SAND ODIUM X .» 37 8 _ --x .3 �` T ST WELL �;�� '� �� SAND ELEV.- 51,00 i x 39.3 �. "� ,- 10 NO WATER 10 NO WATER 50'- X , 35.q x :0 l S- " x �. / x EL 42.6 EL. 42.0 '� --12 NO �!A � TOP OF x ' 37 35,7 ' FOUNDATION R5 - �' _ -1 '`-` 34 `� ,ac 34.2 -�14 NO 1A EL. 39,8 d SYSTEM �g� 34.2 6. � /- � --14 NO WATER F.G.- 48.0'-I- R 1500 GA PIPE INV. 48.00' a '�O'� A- /j" � �6.3 � PERCOLATit�N RATE: EL. - 31.3 EL. � 36.8 36»9 :,; ®� �v --'" A s 1 INCH IN 2 MINUTES R LESS, ,g PLAN LAN INV. 46.40 4® P INV. DIST. INV. 47.60' 4.7.80' �� Qc� WATER ELEV. 10 06 87 = 34.43' 3€ 3 / �d 1�'� :a � x . � `� P�� t1 �� ( IN Jr l�1 34.2 / / x e��p A-13 4.2 sLlt .,r; HYANNIS 1000 GAL. 'CIAEDULE BOX INV. -'=� SYSTEM 1 �i a' WATER ELEV. 1/10/95 = 34.23 34.2 3�.3 ok �� /� No. 29/33 � ,a 46.s® 1000 GAL. ,.. 10.00' -"'� \ 37.1 a` ' r , MASS . LEACH 3- e d 7 4 Nv. 45.20' SEPTIC TANK -�12 `" a PIT ZONE HB A 11 t FOR MT T TRT-.l A h ir"7D VENT 1Ti-I 1'TO 4' �� .;k�. O < ZONE RD-1 4.2 4'� I CERTIFY THAT THE PROPOSE? BUILDINGIS L •� LI SEE DESIGN ,s ,2 SHOWN HEREON COMPLYS WITH THE SIDELINE I FOR SYSTEMS a�� SET D. 13OX ON DEEP �, RE � CRUSHED STONE DASE. AND SET BACK REQUIREMENTS OF THE TOWN " .� OF BARNSTABLE AND IS NOT LOCATED WITHIN I *' OF ��" THE FLOOD PLAIN. SCALE: AS NOTED DATE: JAN. 17 ,1995 LL 11% fy 71 SCALE: 1" = 30' 3 ,e TO 1 1/2p ®° / SHAOIVDDATE: REV. APRIL 11 ,1995 REV. MARCH 10,1995 � T AL ' '� Z0 WASHED SCONE �, EL. � 39.2 ` � BAXTER & NYE INC. a � �. ,� ALL PIPING AIiTHiN 10 OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE NO SCALE 0 15 30 60 0 8,0' , ALL COMPONENTS TO I"3E INSTALLED TO H-2Q CAPACITY, REGISTERED LAND SURVEYORS NOTE: (A GREAT POND) DEED REFERENCE: RICHARD NOVICK BOOK 8779 PAGE 61. CIVIL ENGINEERS OSTERVIL.LE MASS, #94153-7 47.5 SHEET 3 OF 4 �( 54.2 --- -j H.APbNDAYw�� 54.4 \ +j P0/80 ..ern '--x 48.9 82 �' edge of pavement - 48,8�- LOCUS T x \ __ -- -- .� - 4ss S:E.A. 330 ZONE / - - 330 GAL. PI-R. ACER PER DAY 53.4 SHALLOW o »�55.1 .3 ST. 2: .E' HIGH WA -- ROUTE 132 4 43 AC X 330 = 146 5 GAL PER DAY MAXIMUM POND 1407 GALS, PER: DAY , MAXIMUM TOTAL DESIGN 49.1 48.4 yG T� N 200'. WIDE CURB 49.1 __-- ____ --- --- � 48.549.1 53.0 51.3 --5p:0--- 11: -- / 03 f 11 x ,g -- - 50.8 49.9 • 49.4 » 55.5 4.3 53 S,.7 \ cv 49.i 0 v N � �. 54.7 54.8 53.3 53.3 49.3 1;jQ49.2 00 Z O � T) = ® .0 51.5 \ ago\ �n r \ / B E W GRANITE R8 �' o� GRANITE RB �� LOCUS MAP / o �( 54.5 :::: ALL OTHERS BE 54;8 PRECAST COON ETE �\ TH 7 R 49.7 LL 2.5 51..9 49.5 i �l N o S62 17 37 E 50.4 , O BENCHMARK = 52.8' 159.29' S62'17'37 C.B. FND. o S62°17'37'E ac'o 52.7 I O M.H.B. FND. 51.1 272.68' • 53.4 241.32 , ' . SCALE 1 25,000 M.H.B.o-D 658.68' ® BEN&�1 MARK OBSERVATION WELL I Z' `�` �•. FG 1. FO + ASSESSORS ELEV. =:55 4.59 EL.®5.23 gkgo J .S. MAP 253 PARCEL 18-1,18-2,18-3 FG 0 SE VA ON ELL I CC/VC 4G 3 G'WELL FG 51.00 22 spaces EL.= 51.57 49.5 ® S�q� . -� 053.9 8" PROCESSED GRAVEL N 3" BITUMINOUS PAVING o G gk� ��o a SYSTEM 1 LEACH PIT WITH 3' OF STONE 23 spaces ®50. 2 TOP ®50.2 . �oc� ��9 C01N h� .0 8 ."Sti 50.69.9 �� x 55.5 N G g9.`'p �Q�,�1 GREEN 2 6'x 8; leach pH��' v ? / � x F FG D.BOX FG with 3 oFG x f atQna G o/ FG g��a / 4/1 0 = s,ID G g ROOF DRAT �} 2 6'x 6' leach pHs FLOOD HAZARD ZONE - C � FG with 3' of atone F s1.00 23 spaces � x � EP11C TANK SYSTEM #2 a) 52. x .5 DESIGN DATA (PANEL #250001 0005 C) 54.6 g,�A 54.0 6 LEAC PI�WITH 3 OF STONE o �� LAN SCA _ ' G • #1 fl,#2, #3 3.0 / C.B. FND. F � ,�� 91 TYP. 20 spaces x 3.2 --- -� RE 1NING �(N � SYSTEM St ELEVATIONS ARE BASED ON N.G.V.D. g�a`' OD OB ERVATI N WE L� IALL USE TO BE RETAIL` WITH UP TO 5OX OFFICE SPACE ALLOWED. x 92'4 x 51.3 0.4 �� DESIGN FOR ALL OFFICE SPACE TO ALLOW FOR FLEXIBILITY IN OFFICE LOCATIONS. �O x FG ' Fv 49. 49.4 2 7.507 e.f. OFFICE SPACE 0-75 gal./1000 sq. ft. - 563 g.p.d. GREEN o , x 44.2� �'+ SEPTIC TANK 563 . .d. X 150X • 844 .d. '•� 1 FG G .7 2 x 6 leach its 9 P 9.p '.; 56.9 � 5 . , th of at a USE 1000 GAl» SEPTlC TANK GROUND WATER PROTECTION ZONE s - h x � _ �, s2 s N FG 4a. y DISPOSAL PIT - VSL 1000 GAL, AS SHOWN ❑N 0�o°° EST F 49so --�� BUILDING ZONE HIT56.1 18 spaces 54.1 o�oSY51'EM p REVISED GROUNDWATER PR❑TECTI❑N OVERLAY DISTRICT MON. o E- �'oo �o s2.o x 49., �6' LEACH IT WITH OF STONE z ? WITH 3' OF WASHED NONE HIGHWAY BUSINESS o. w 50.0 SIDEWAL • 2 8 S.F. - 0 / N cn_ L AREA 2 S AREA 40 000 S.F. PLANNING DEPARTMENT APRIL 1993 .y �, �' OBSERVATION WELL' M FG 4s• S 226 S.F. X 2.5 - 566 G.P.D. ' /may �O x 7e $ x 55.4 EL. 51 95� , BOTTOM AREA 113 S.F. MINIMUMS LOT COVERAGE: x ` n x 48.9 e FRONTAGE = .20' 55.0 0 y , x 50.4- -� / 113 S.F. X 1.0 113 G.P.D. ` 5 .3 0 ?r �; • SEPTI AIVIK - �' PV ;,� , NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA / x o o k G 51.lSO 4s.5 TOTAL DESIGN 679 G.P.D. . FRONT SETBACK = so (� x 2 56.3 .6 D.B X� x 4, 41.6 TEST' WELL (100' ALONG RTS. 28 & 132) OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF - x 4 x BUILDINGS, STRUCTURES AND PAVED SURFACES. �� "�0 0 5 CONCIRE ALK �. ---- -v o q 50.4 50,i7 ,.__ -- �'{ WIDTH = 160' I �� 0 5 .0 x ,11 SIDE SETBACK = 30 x 53.6' - x 57.5 A 4.6 ,� -__x,' - -- AREAS .r. O\ c3` G U 45.00 , (SEE ZONING) � 4. 1 \ 0 t' n�O 2" 0 � 2 6tic 6 leach ita ,� f � �s _ ' RF.QR .,ETE3ACK - � 2. ,- PUMP Y._n _ HOU1St _ \-, - , BUILDING '� b. �- 6 . - 47.0 x� y 2 - 4 .5 th 3 of atom d, 0� • MAXIMUMS 22,522 s .ft. RETAIL SPACE o ' BUILDING HEIGHT 30 q y �. #5 � � � s✓a x 47.0 SEPTIC .TAN x 43.2 x 4 , 44.5 GREEN a (OR 2 STORIES IF LESS) TOTAL IMPERVIOUS AREA _` •a, x 5 x 55.5 �, , - t` 6TEST WELL 0i F� o 30% COVERAGE OF LOT 51.7 92,592 sq.ft. 2.13 acres = 49.97% -y � 46.0 o / � �, :-'" R DR N�. � � Dc °p x 5 2 6'x e' 'leach p Z 0 �6- x 50.5 0. / wlth 3' of atone x 43.2 O N G: '� o / x x 44 , o SITE CLEARING: G G / # •#4 TEST WELL A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA � 50:1---�` x 49.0 � s,�J OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH `� a 7.7 ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF 48.7 _�1 2. 0 4 G r 44.1 x 2 4 FG 47.50 x - ' • _�G/ ZQ UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. O. 6 4- 46.E w 4 _ x 42.9 38.0 x 37.6 TOTAL TO REMAIN IN NATURAL STATE = 50% BITUMINOUS PAVING WELL o x40.3 •5 x 4 .7 3 �- x 45.4 4 . x 45.5 x ��__-r5 Wit• N TEST T PITS 41 x 3 N 9 21 87 9 21 87 2 24 89 2 24 89 2 24 89 PARKING CALCULATIONS 4. ' � a� 4s.o x 38.s / ! /' / / / / / / / x 42.143.4 j x 38.1 N P6667 F8667 #P7254 #P7254 #P7254 4. n x �43.8 22,522 S.F. RETAIL ® 1/200 = 113 SPACES - n2 PIT PI. #2 PIT3 PIT 4 PIT #5 , = 9 SPACES 1 6 x-6`Ted�h-pk -- o -' \,� 38.6 x 38.3 x 38.3 ELEV. 52.6 ELEV, 52.0 ELEV. 45.3 PLUS 1 SPACE PER BUSINESS " '9 with 3 of atone x x 38.5 '� ELEV. 51.8 ELEV. •� 52.$ / 40 LOAM & SUB SOIL i LOAM 1It SUB SOIL LOAM de SUB SOIL w d�3'lot�itone x 38.3 /�' -1.5 - F` -1.5 -1.5 LOAM & SUB SOIL LOAM & SUB SOIL TOTAL SPACES REQUIRED - 122 r r�r�r DI o wz 2 2 TOTAL SPACES PROVIDED = 123 B.- ' X, LOTS 1 QG x 39.N o I MEDIUM - / _.x 40.0 ------ 39.7 > > x 38.1 PARKING SPACES REQUIRED FOR THE HANDICAPED SAND 185,305 S.F, UPLAND N TEST WELL -3-4.5 PERK TEST _ A10- x 7.s MEDIUM MEDIUMTOTAL SPACES REQUIRED = 3% OF 122 = 4 SPACESMEDIUM _, 7,702 S,F, WET D TO COURSE GRAVEL MEDIUM SAND �r TOTAL SPACES PROVIDED = 4 SPACES - c°� o. x 38.2 / TO COURSE SAND SANG & 4.43 A C, A L p SAND & GRAVEL -5.5 GRAVEL BREAK OUT CALCULATIONS �� x 37.5 x 37.7 x 39.7 ._6 x 39.7 z: w7 -8 SLOPE 0 36.7 x 3 TEST WELL ,�$ •r':r,. GRAVEL I` GRAVEL MEDIUM _4 5.9�-7--- {fr A-2 35.6 x 39.7 r :r SAND HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE "�. 3s.8 -_ x s.s A-3 '- 5. 36.6 x 34.,'8 Y MEDIUM MEDIUM I SAND � A-4x A-s " 36.3 RS T ST WELL 7 �} ' . SAND ELEV. 51.00 X . 37.8 .�.. R 5 R 5 37.8 / x 39.3 F --10 NO WATER ' --10 NO WATER � F.G. 50 " TOP OF x . _ ft ''3s x , 38.0 - B.fT- x 39.2 x 37. EL. 42.6 EL„ .a 42.0 :x FOUNDATION =1 `'',..,-----•.,..,.�, � R5 x 6.7 � 12 NO WATER 34.2 / A-16 3*.2 EL. - 39.8 SYSTEM 9g5 34.2 6. ,/ --14 NO WATER -14 NO WATER F.G.- 48.0'+ 1500 GA PIPE INV. �. 48�00' 101 A- 3g t+ EL. 31.3 EL. 38.8 36.9 s.3 PERCOLATION RATE: ' - IP�ET� -�- ."--�' vo A-t 5 1 INCH IN 2 MINUTES OR LESS. 0 • INV. 4s.40' 40 P V.C. INV. na J x 39.3 �oA 34.2 SITE PLAN ❑F LAND �. 47.80 Q� 36.3 ,egg x I N DIST. INV. 34.43 A- d (CENTERVILLE) 47.60 0'1 / SC1AED � • Ul.� WATER ELEV, 10 06/87 - 1000 GAL. BOX IN`/• SYSTEMS 1 dt 3 aa�° 34.2 WATER ELEV.' 1/10/95 34.23' 34.2 x 39.3 a` ,Nei\o A-1.3 4.2 LEACH =46.so 1000 GAL.. w..• 10.00' '"'� 37.1 edge 7.4 BARNSTABLE, MASS . .' : 45 20' SEPTIC TANK A-10 1 12 FOR PIT � - HB � ;• � ZONE • ... • A-,, . ---_--- aBRISLANE LIMITED VE WITH 1 TO 4VENTURE ZONE RD-1 4.2 4.2 Ill CERTIFY THAT THE PROPOSED BUILDING SEE DESIGN '• '4 r�TER SHOWN HEREON COMPLYS WITH THE SIDELINE � ��4ti+ .,;q*,1 REALT 1 TRUST �,'•' FOR SYSTEMS .;; CRUSHED STiONE SASE. AND SET BACK REQUIREMENTS OF THE TOWN o vvtr�CAM v. . + ., SET S BOX ON 6 DEEP 297 ` tir CALE. AS NOTED DATE. JAN. 17 1995 � . 44 PLAN OF BARNSTABLE AND IS NOT LOCATED WITHIN ;w C. - � aa .. OF •, .. THE FLOOD PLAIN. :=U " Y E 34 RV. APRIL 11 ,1995 REV. MARCH 10,1995 := SCALE: 1 30 �� `+4� . xss �a� REV. MAY 15 1995 .4 3/4 TO 1 1/2 .; MICAL PROFILE SHALLOW POND o DATE r WASHED STONE .Y �. 39.20' t 4 � ALL PIPING WITHIN 10 OF A BUILDING TO BE CAST .IRON. k �;Z BAXTER & NYE INC, GRAPHIC SCALE � NO SCALE 0 15 30 60 t 8.0' r ALL COMPONENTS TO BE ItdSTALLED T'0 H--20 CAPACITY, REGISTERED LAND SURVEYORS NOTE: '(A GREAT POND) DEED REFERENCE: RICHARD f�IOWiCK BOOK 8779 PAGE 61. CIVIL ENGINEERS OSTERVILLE MASS, #94153-7 54.2 � 47.5 SHEET 3 OF 4 54.4 ----- H�PONDAYwC + 0/80 48.9 R v ��w 5\ 82 - - _ o - - - - ed a of avement -- - 48.6 / LOCUS I g- 4s.8�- S:E.A. 230 ZONE _ r32 - - - 330 w/5s 1 - �-3 4 2 o.0 4,43 AC, X 330 GAL.1465 GAL, PER DAY MAXIMUM, SHALLOW a :3 STAIT-5 HIGHWAY - ROUTE 1�� POND U1 200' WIDE 4s.1 ,� 4 1407 GALS, PER, . DAY = MAXIMUM TOTAL DESIGN � 53.0 _ CURB 49.1 _-- 48.5 749.1 N 50.0ea sl x 53.9 - - 51.3 49.9 • 49.4 / < rn �� n� x\5.5 4.3 51.7 50.8 O 2 54.7 54.8 53.3 53.3 ��49.3 b449.2 0 49.1 �00 �p 2 �O ® .0 51.5 / E W GRANITE RB s� 01, �� r \ / GRAMTE RB \ o� L BE 54.8 �C 54.5 PRECAST COON ETE 49.7 �\ �G� LOCUS M A P ILL 2.5"n' 7" R 51.9 �1'\x 49.5 N O S62 17 37 E 50.4 C.B. FND. o S62'17'37'E 52.7 BENCHMARK = 52.8' I 159.29' O S62 17 37 272.68' • 53.4 241.32 M.H.B. FND. 51.1 FG SCALE 1 1 25,000 M.H.B. FND. 658.68' ® BENG�I MARK OBSERVATION WELL 1 z �,. `` FG 1. - ' ' I ASSESSORS ELEV. - 54.59 EL.= 55.23 - � - ® MAP 253 PARCEL 18-1,18-2,18-3 S, ® FG�k� •c u' 0 SE VA ON ELL COi� l a G.WELL FG 51.00 22 spaces EL.= 51.57 49.5 © �S�q C, --� 053.9 8" PROCESSED GRAVEL N 3" BITUMINOUS PAVING NO Z O G�.'•� ��o oSYSTEM o F LEACH PIT WITH 3' OF STONE 23 spaces ®50. ATCH BAST ®50.2 .°� � p #2 tOP 48.50 � -O� s ycY � .SO SU.6 49.9 9 55.5 �cn �ti� QG Q�1p GREEN 2 6'x W leach plts. v z .� x F0' c,`' D.BOX G with 3' of 4 1 0 ROOF DRAT / A. FLOOD HAZARD ZONE C Fey with 3' ofstme e F 51.00 23 spaces 1 EPTIC TANK SYSTEM #2 rn x 52. (PANEL, #250001 0005 C) 54.6 x 'S o DESIGN DATA G y�. 54.0 6 LEAC PI�WITH 3 OF STONE o � LAN S4A _ . i Boa _F # P. SYSTEM dt �• �83.0 9I'I 20 spaces x 3.2 -- � � RE 1NING �WV � � c.6. FND. ELEVATIONS ARE BASED ON N.G.V.D. g��`' I ry OB ERVATI N WE L ALL USE TO BE RETAIL WITH UP TO 5OX OFFICE SPACE ALLOWED. x 52.4 x 51.3 0.4 DESIGN FOR ALL OFFICE SPACE TO ALLOW FOR FLEXIBILITY IN OFFICE LOCATIONS. G 1. FG FCC 49. 4x / 2 7,507 s.f. OFFICE SPACE 0 75 gal./1000 oq. ft. - 563 g.p.d. • �, p - GREEN / O r s ,\$� D.B FG G .7 0 2 x 8' leach SEPTIC TANK m 563 g.p.d X 15OX • g.p 5 . `� th of at e f 844 .d. GROUND WATER PROTECTION ZONE Z• USE 1000 GAL. SEP11C TANK rin x 56.9 oo / \'`�_ ___ 52,6 .50FG 4� z DISPOSAL PIT - USX 1000 GAL, AS SHOWN ❑N o o• F Vol ___�__. .c MON. HIT sT L SYSTEM BUILDING ZONE REVISED GROUNDWATER PROTECTI❑N OVERLAY DISTRICT �? 5s.1 18 spaces s4.1 o v Z Z WITH 3 OF WASHED STONE w 50.0 . 00 6 LEACH IT WITH OF STONE - OFE-_ 00 / 00� 52.0 x 49.1 ' SIDEWALL AREA 226 S.F. HIGHWAY BUSINESS PLANNING DEPARTMENT APRIL 1993 y J, N OBSERVATION WELL' ►'> AREA = 40,000 S.F. F'G 49. S 226 S.F. X 2.5 566 G.P.D. y x 55.4 EL.= 51.95' :� r BOTTOM AREA - 113 S.F. MINIMUMS LOT COVERAGE: x 5 .7v + ' to . 55.0 x 00 y^ x 50.4---' x '�•9 / 113 S.F. X 1.0 p 113 G.P.D. FRONTAGE = 20 SEPTIC AV K G St.50 � P TOTAL DESIGN 679 G.P.D. v% FRONT SETBACK = 60 NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA 5 X 00 �� O - - k �45 ,5 J OF ANY LOT `SHALL BE MADE IMPERVIOUS BY THE INSTALLATION of F�O� x : 2 56. ,' ,6 x D.8 X x 4.4 x 41.6 TES>T WELL (100' ALONG RTS. 28 & 132) p o CONCRETE-WALK ALK _ • BUILDINGS, STRUCTURES AND PAVED SURFACES. < y O 5f. 50 WIDTH - 160 AREAS \\ < O 5 .0 x 50.4 _ ., SIDE SETBACK = 30 x 53.6 A O. S �G x 57.5 - --------- 44.6 L_1 � �• �gyp• 145.00 , ,'�. (SEE ZONING) BUILDING '� .�� 26 2 e'k 6 leach pits PUMP HOUSE REAR SETBACK - 20 n' sa �' 2 x'50.0 / o� 47.0 ® x 4 .5 �th 3' of stone •Lo �� a .. p�';' nMAXIMUMS - 3C' 22,522 sq.ft. RETAIL SPACE #5 ea x 47.0 SEPTIC TAN x 43.2 x 4 • 44.5 " • GREEN (OR 2 STORIES IF LESS) TOTAL IMPERVIOUS AREA �O <� �; a' x 5 x 55.5 �� / J �.. 67EST WEILL 30% COVERAGE OF LOT _ �x 51.7 46.0 92,592 sq.ft. 2.13 acres = 49.979 -9 �i ,� R . D N� x 50.5 00 - x 2 6'x 8' leach pi \ z G 0• 5 with 3' of stone o SITE CLEARING: N o x x x 43.2 / u T G� G� �� 45.6 3 x 4.V G #4 TEST WELL WELL A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA � 50�i x 49.0 �� s� OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH - 2. o' / ►ID 7.7 af ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF 48.7 �--� - UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. G 44.1 x 2 4 FG 47.50 x _ - O. .6 EST WELL o 4 . x; .5 x 42.9 38.0 x 37.6 ..- TOTAL TO REMAIN IN NATURAL STATE = 50% BITUMINOUS PAVING O 40.3 x 4 .7 3 r�1•�cr x 45.4 4 .3 x 45.5 x G c 41.5 v� N TEST S 1 PITS PARKING CALCULATIONS 4 '�oo�- bti: 41 4� 0 P x 38.6 x s 9/21/87 9/z1/87 2/24/89 2 24 89 2 24 89 ' x 42.1 43.4 �\ x 44. x 38.1 N #P6667 #P6667 #P7254 #P7254 #P7254 x, 43.8 \ 38.s PIT ELEV. 52.6 PIT #2 ELEV. 52.0 PIT ELEV. 45.3' PIT #4 PIT #5 �, • 522 S.F. RETAIL ® 1/200 = 113 SPACES 22, 1 6 x-6`Tea+ch-pit..--------_....., p,o9c x 38.3 x 38.3 � � � � ELEV. a . ' ELEV. 52.8 PLUS 1 SPACE PER BUSINESS = 9 SPACES •9 with 3' of stone x , x 38.5 51 8 plt40 LOAM de SUB SOIL LOAM SUB SOIL LOAM do SUB SOIL TOTAL SPACES REQUIRED = 122 / 1 with 3'of�etorte x 38.3 ,/�^ � -1.5 -1.5 -1.5 LOAM dt SUB SOIL LOAM & SUB SOIL TOTAL SPACES PROVIDED = 123 ' .e. FND. 40.0 - �/ J' /J"►�r D- Q x 38.1 N z MEDIUM -2 -2 PARKING SPACES REQUIRED FOR THE HANDICAPED / - x 39.7 LOTS 1 j 2 O�G cJ x 39. r0 SAND TOTAL SPACES REQUIRED = 3% OF 122 = 4 SPACES 185,305 S.F, UPLAND TES & -3--4.5 PERK TEST MEDIUM _/moo _, 7,,702 S,F, WET D x 7.s MEDIUM MEDIUM GRAVEL MEDIUM SAND TOTAL SPACES PROVIDED = 4 SPACES �'� a x 38.2 / TO COURSE SANGTO COURSE SAND dt %r -4,43 AC, AL goo �� SAND GRAVEL GRAVEL BREAK OUT CALCULATIONS �� x 37.5 x 37.7 .. x 39.7 r; .�6 .•-7 x 390 �• -8 SLOPE = 0 36.7 x 3 TEST WELL -9 A-2 35.s --�3 .4 _35.9�-7- GRAVEL �:' GRAVEI. MEDIUM x 39.7 SAND HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE `ern. = 3 ' A-3 A-4 A-5 . 51 336.6 x :34.8 r; h SAND MEDIUM MEDIUM ELEV.- 51.00' / x . 37.8 6.3 x 3s.3 T ST WEELL SAND R5 R5 37.8 F.G.- 50 TOP OF x , �:_-FPS-'- r Et�O NO WATER TER -10 NO WATER x 37. at - FOUNDATION ;" x : 3s.o . R5 x 3s.2 x s.7 EL 42.0 -12 NO WATER 34.2 A-16 34.2 14 NO WATER EL. - 39.8 SYSTEM -----_- 9g9 34.2 s. f.G.�+ 48.0'+ 1500 GA PIPE INV. 48�00' 10� A- - -14 NO WATER 3� EL - 38.8 3s.s 6.3 µ PERCOLATION RATE: EL. - 31.3 4 piwE'1 �vo� A-15 1 INCH IN 2 MINUTES OR LESS: Am jj� INV. .. 46.40 40 Pv.c. INV. ova x 39.3 A 34.2 SITE PLAN OF LAND 47.80 95 �� x . IN EpULE DIST. INV. - 47.60' �� Ok Q WATER ELEV. 10/06/87• 34.43' 3 A3 X �e�\o6 1g A 'l3 4.2 _ , (CENTERVILLE) 1000 GAL. S BOX INV. =46.60, SYSTEMS 1 & 3 ea 34.2 WATER ELEV. 1/10/95 = 34.23 34.2 39.3 c 1000 GAL. BARNSTABLE, MASS . LEACH o o SEPTIC TANK ► 10.0 0' ed/ge'�°7.4 PIT ,i ��. �* 45.20 A 10 3/ - _ FOR ZONE HB �. A-11 ;.: WITH VTO 4' �. -« BRISLANELIMITED VENTU_.�.__�__..__.�_ .._ ..___..-_. _.___ _.�.__ - RE •< 4.2 4.2 ZONE RD-1 I CERTIFY THAT THE PROPOSED BUILDING R SHOWN HEREON COMPLYS WITH THE SIDELINE r Ste' REALTY TRUST SEE DESIGN ,ESN � FOR SYSTEM# ' SET D. BOX ON 8" DEEP 2 ..,, �� rULLIVAM AND SET BACK REQUIREMENTS OF THE TOWN o� WILLIAM yam`' ;;• �+. CRUSHED STONE BASE PLAN No. CALE: AS NOTED DATE: JAN. 17 1995 •�. ., OF BARNSTABLE AND IS NOT LOCATED WITHIN : �a �- •• - xr� N Y E OF •, .. 4° THE FLOOD PLAIN. � , No. A9334 V. APRIL 11 ,1995 REV. MARCH 10,1995 » 1 2» SCALE: 1 = 30 �� +� � � ��°� �� REV. MAY 15 1995 4: 3/4 TO1 / : , ,,TYPICAL PROFILE _ SHALLO W POND �'�'sN�.°• ' - DATE: -�� WASHED STONE .�� EL - 39.20 �+ c4�' BAXTER & NYE INC, ALL PIPING WITHIN 10 OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE �L NO SCALE ALL COMPONENTS TO BE INSTALLED TO H•-20 CAPACITY. 0 15 30 60 REGISTERED LAND SURVEYORS 8.0' NOTE: I I I (A GREAT POND) DEED REFERENCE: RICHARD NOVICK BOOK 8779 PAGE 61. CIVIL ENGINEERS OSTERVILLE MASS, #94153-7 47.5 r SHEET 3 OF 4 54'2 --- _ / POND ti 54.4 H�ATF!AWAY / J�0/80 - - - - `,' 48.9 / r\ - ___. �� edge of avement � LOCUS '4'T 82 _ 48.6 .s ' S.E.A. 330 ZONE �32 e / \ -- --- -- `- - .r0.0 330 GAL. PER. ACE'R PER DAY SHALLOW o >�55a •4 r�r5 2'A0 S-L .--1 .1 r HTyr A Y ____ Ru"" U TE I 4.4?3 AC, X 330 = 1465 GAL, PER DAY MAXIMUM, POND `' -.4 4 .1 ,, .4 1126 GAL. PER, DAY = TOTAL DESIGN 5 200' WIDE CURB 49.1 44€.5749.1 � yG v� N 53.0 50a0--- Qve -sI Qwa 51.3 9.4 49.9 • '� }. �O x\55.5 54.74.3 x 53.9 .3 53.3 51.7 50.ffi 49.3 "� s 49.1 w 70 n � 54.8 53 � � �jQ49.2 c . ® .051.5 EA 54te54.5 49.7 LOCUS MAP ELL -82.5 51.9 c' 1` I :t�� 49.5 � ry O BENCHMARK = 52.8' a S6E'17'37'E 50.4 159.29' C.B. FND. `62'17'37"E 52.7 ' S62.17'37'C� a'- 51.1 E7E.613' 3.4 M.H.B. FND. I "� SCALE 1 125,000, 241.32 / M.H.B. FNU. 658'68 BENC�i MARK OBSERVATION WELL z ASSESSORS ELEV. =5954.59 EL.= 55.23 " 0 o S vA o ELL � I Co / DESIGN DATA MAP 253 PARCEL 18-1,18-2,18-3 ac€>s E N 4g.5 �S� N� ✓ WELL 22 P EL.= 51.57 4 d SYSTEM -' 4�.I3 D YSTI� - 0 53.9 8" PROCESSED GRAVEL °' 3" BITUMINOUS PAVING I 7,507 >sJ. retel", space x 5 gal./100 seq. ft. � 375 g.p.d. 2• r SYSTEM o� ~� $ 23 spaces -- -' 0 50. SEPTIC TANK +� 375 g.p.d. X 1;0X -563 G.P.D. P , 0. = 6 LEACH PIT WITH 3 OF STONE - - ®50.2 . aUSE 1000 GAL 40.9 DISPOSAL PIT USE 1000 GAL 55.5 a ` �:__ ' -- GREEN •49, � E x D.BOX - �. 1 ,T 1 3' OF WASHED STONE x 5J 3 0 -D/ ;'i I- ._ I -�. o � S DEWALL AREA 226 S.F. !, I 226 S.E. X 2.5 � 566 G.P,D. POTTOM AREA 113 S.F. 113 S.F. X 1.0 113 G.P.D. ` FLOOD HAZARD ZONE - C • EPTIC TANK SYSTEM 2 23 spaces N x 52• x 5 o TOTAL DESIGN +� 679 G.P.D. (PANEL #250001 0005 C) �\ 54.6 54.0 6 LEAC P1 VATH 3 OF STONE ® a i LAN SC•Af E TYP. 2Q aces / DE:sI�r3� DATA C.B. FND. I.�.I P x 53.2 .. RET INING WALL ELEVATIONS ARE BASED ON N.G.V.D. \ ,, LeSERVATI N Y \, � . x 51.3 ,�a0.4 SYSTEM 1 7,507 s�.f. retail space x 5 gol.J100 s q. ft. � 375 g.p.d. 49.4 -- o. x SEPTIC TANK - 375 g.p.d, X 150% -563 G.P.D. D.BO -- ____ .� - --- F , x 44.2- USE 1000 GAL. GAL GROUND WATER PROTECTION ZONE •9 - - DISP S - 000 S SHOWN ❑N x o p0 ,_..----- / � �. - -. 5 6 �� '� �r��„ c,• ?� aT1•i 3' OF WASHED STONE 56.1 18 spaces ` TEST L � �, BUILDING ZONE REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT MOH. HIT I� •o cA 54.1 cxoSYSTEI�! �? 52.0• x 4g,1 � e. Inl~WALL AREA 226 S.F. HIGHWAY BUSINESS C?F� _ _ _ / °o. 50.0 . 6 LEACIi 1T > TH 3 OF STONE , N 226 S.F. X 2.5 +� 566 G.P.D. '} 0 / �., 1 n AREA = 40,000 S.F. PLANNING DEPARTMENT APRIL 1993 �, U, OBSERVATION WE;L-L +ra 80TTOM AREA - 113 J.F. LOT COVERAGE: x �f y x .7 x 55.4 EL.= 51.95' x 48.9 �� TOTAL DESIGN - 679 G.P.D. MINIMUMS LOT FRONTAGE = 20' 55.0 .3 c0 O �� SEPTIC-IAINK �/ FRONT SETBACK = 60' NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA ,// x O O 45>5 � 'P 'P' S' W DESIGN D.�a.�'.r� 00' ALONG TS 8 & 132 OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF ` ��-x �• _ / 6 x 3 D.B X x 4R•4 x 4i,6 TE T WELL (1 AL R 2 ) 0 0 CONCRE�C'WALK _ WIDTH - 160' .BUILDINGS, STRUCTURES AND PAVED SURFACES. _-_ > � � .p 50J _ -� SYSTEM -- 'C o" a 50`4 -- _-- _--- 44.6 7 507 s�.?`. retell ace x 5 al. 100 s ft. 375 d. SIDE SETBACK = 30' AREAS x 5:4Cs� o. �' x s7.s o .o , - -- --�' - `� ,/ �• �•p• (SEE ZONING) S G - 145.00, ... , 4 0 - SEPTIC TANK 375 g.p.d. X 150X,-563 G.P.D. SETBACK = 20' BUILDING - � 26 0'.<._r �.7.0 x g PUMP H01USE �\ REAR "50.6 c°t ' , - ®�� _ MAXIMUMS 2_2,522 sq.ft. RETAIL SPACE s� �o _ / 44.5 thy., .� ..�.. , _ _ _ - .. _ _ killILDING 'i�.G`HT - 30' , y �. #5 � i� e x 47.0 SEPTIC TAN x 43.2 x 4 .3,-, ' D PI' P USE- 000 GAL (OR 2 STORIES IF LESS) x 53.6� x 5,5.5 �c- GREEN / TEST WELLL `�- " 30� COVERAGE OF LOT TOTAL IMPERVIOUS AREA �'�, <F --� �� ., '� �o �'{:. �_.- x 51.7 _ 46.0 p 6 !'a1Tl 13' OF WASHED STONE 92,592 sg.ft. 2.13 acres = 49.97.. v ��i �� - © / , . _ SIIDEWALL ARF�A .� 226 S.F. x ,�� 226 S.F, X 2.5 566 G.P.D. d, x 50.5 O _ - x 43.2 o BOTTOM. AREA 113 S.F. SITE CLEARING: �G GAG tA' �,�, �' / .>g ,, ----- ---=/ xx 4' .ST -LL Q 113 S.F. X 1.0 - 113 G.P.D. � #3. 4 TST LL I - A MINIMUM OF THIRTY PERCENT 30% OF THE TOTAL UPLAND AREA �GiP '` � x 49.0 ' #� "TOTAL DESIGN - 679 G.P.D. OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH x 48.7 • 202, o' / 7.7 ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF -- UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. Q. 8.0 44.1 x 2 4 - 42.9 43.8h x458 � / � - -- x 380 x ¢ • 4�6; _ � i..-4s',�ST ��LL ,c'�•a � ,' x ., x �. TOTAL TO REMAIN IN NATURAL STATE = 509 -- .__.- - '" BITUMINOUS PAVING x P , 40,3 =vim . 4..7 .H 3 x 45.4 ._-- - --�. 44•.3 ,� � .� ,� , �1 x $, -v N TEST T PIT . x PARKING CALCULATIONS -- -" _ x .s ' _ �4.0 _,_ ....- �__.�.� __�_-� 41, � 38 3 s�_ ,---�� - �- . � ,. 9/21 JIi7 ��/21/87 2/24J89 2J24J89 2/24/89 . • �. _ .x x 42. $..4 �! ". _ - - "- \ �x 44. x 38.1 cv6667 '6667 P7254 '7254 7254 22,522 S.F. RETAIL 0 1/200 - 113 SPACES - - - - -- kr)j >� \ - - `� 38.6 x 38.3 x 38.3 PIT ELEV. �* 52.6° IT 2 ELEV. 52.0' ELEV. - 45.3' PIT ELEV. 51.5' PDT ELEV. 52.&" PIT PLUS 1 SPACE PER BUSINESS - 9 SPACES x 4'I:9 X 39,0- _ x 38.5 \ ' �k0 LOAM .Gt SUB SOIL LOAM �c SUB SOIL LOAM & SUB SOIL TOTAL SPACES REQUIRED = 122 / x 38.3 / rx --1.5 ., --1.5 --1.5 LOAM do SUB SOIL LOAM SUB SOIL LD � ,4' MEDIUM _2prt _2 TOTAL SPACES PROVIDED = 123 _ _ _ -_ , �� ` ' Via,. rcr , x 40.0- x 39.7 J J x 38.1 �, x 39. © SAND PARKING SPACES REQUIRED FOR THE HANDICAPED / ---- / N TEST V11= -3-4.5 PERK TEST ! ' 185,305 S,F, UPLAND TOTAL SPACES REQUIRED = 3% OF 122 = 4 SPACES 3EDIUM �� 7 702 S.F. WET AND ! 7.9 M MEDIUM OCOU S MEDIUM M �'� GRAVEL w � y TO COURSE T COURSE SAND ND �.av TOTAL SPACES PROVIDED = 4 SPACES _ "+ o. x 35.2 __: SAND SAND `��T - k . � :� GRAVEL ►� �,`' Yr --5.5 :1 ram' GRAVELr BREAK OUT CALCULATIONS �o x 37.5 x 37.7 / �, _,� x 39.7 4 .. x 3 x 39 7 a' _ 7 4; -8 SLOPE = 0 TEST WELL {�' ;fit; -9 �r�' / _ R MEDIUM 36.7 _ ,; ° GRAVEL GRAVEL 4 -.: A-2 35.6 35.9;4` 7 - x 39.7 wi "� SAND HEAVY DUTY' CAST IRON FRAMES AND COVERS TO GRADE �! � A-s 36.8 "\\" x .s� 36.6 x 34$ MEDIUM y � �� MEDIUM ELEV.- 51.00' A-4x X . A-5 3-j fi.3 K 5 ,. T-ST WWELL ;' SAND � � ; SAND R5 R5 37.8 x 3I .3 x f.G: 50' x , -10 N0 WAVER �-1® NO WATER TOP OF 8:0 -.R x 37. +EL. = 416 EL. 42.0 36 x , 3s.o , - x 39.2 .7 1 �_..12 NO WATER FOUNDATION "---�_ % R ' -1 /A-16 EL. - 39.8 ' >, 34.234.2 `'`'-�14 NO WATER ''�--14 N0 WA TER SYSTEM5 34.2 L6%. F.G.= 48.0'-I- 15C10 GA PIPE INV. 48 00' 1�°,`� A- �, - � 3.3 PFRCOLATIO3 RATE: (�L. = 31.3 �.. = 3$.8 " QtA�� ct� / 3&f.9 A-15 4 1 {NCH IN 2 MiNU7�5 OR toss. �� SITE PLAN OF LAND " INV. 46. -0' 40 p,V.C• INV. �� , x 39.3 ��A-r 34.2 x '� DIST. INV. � 47.80' @c 36 3 \q PCTR , . (N 4760' a� WATER ELEV. 10/O6/87 = 34.43' �+ x e".\( /A8.1 4.2 PETER � (HYANNIS) 1000 GAL. 5 £DU BOX SYSTEMS 1 c 3 �� 34.2 WATER ELEV. 1/10/95 = 34.23 34.2 39.3 a; INV. = \ o. 2s�s3 -• r •- LEACH ,. -- , 46.60 1000 GAL. �.► 10.00' 37:6--- �3,.1 edge .7.4 + `` °' lrl 1 L PIT �* ACv. q-5.20 y .W SEPTIC TANK A-10 A'`12 fiA ZONE HB A-11,,- Q �'L FOR VOTH 1'TO 4' -' - �� ZONE RD--1 4.2 4.2 1 CERTIFY THAT THE PROPOSED BUILDING '`•� LANEI MITEii VEN'I" UNE ate" SEE DESIGN *� ,2 SHOWN HEREON COMPLYS WITH THE SIDELINE *• SET D. BOX ON 8 DAP •�� AND SET BACK REQUIREMEI'�1TS OF THE TOWN ALr"Y®$ T TS r" FOR SYSTEM , � 1� .� CRUSH® STONE BASE. OF BARNSTABLE AND IS NOT LOCATED WITHIN 4 A. OF �"� THE FLOOD PLAIN. SCALE: 1 = 30 SCALE: AS NOTED DATE: JAN. 17 ,1995 3/4" TO 1 1/2- LL "N W 7--1 DATE: SHA u -t-UNDREV. APRIL 11,1995 REV. MARCH 10,1995 WASHED STONE �� EL. ,� 39.20' TYPICAL PR ALL PIPING WITHIN 10' OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE BAXTER & NYE INC, ' REGISTERED LAND SURVEYORS s 8.0 NO SCALE ALL COMPONENTS TO BE INSTALLED TO H--20 CAPACITY. 0 15 30 60 NOTE: (A GREAT POND) DEED REFERENCE: RICHARD NOVICK BOOK 8779 PAGE 61. CIVIL ENGINEERS OSTERVILLE: MASS. 94153-7 ------ ----- SHEET 3 OF 4 54.2 - -- 54.4 / HLATHAWAY 1 0 80 \ - - / \ PON6 �w / � / v 82 }'' edge of pavement r �',- �" LOCUS / 5\ _ ____ - -- - -- -- - 4 .6 S.E.A. 330 ZONE 0.0 330 GAL. PER. ACER PER DAY SHALLOW o ,311`143 4.43 AC, X 330 = 1465 GAL. PER DAY MAXIMUM, POND T ". HIGHWAy _ UTE 49.1 48,4 1126 GAL, PER, DAY = TOTAL DESIGN 200 WIDE 53.0 CURB _ 49.1 ____ 45.5 �49.1 �'� 51 - '`- 50:#J-- -Paved -si ewa �G �� N.3 9.4 49,9 • 4 r�55.5 4.3 x 53.9 51.7 50,�3 � /491 �� ,�;,. 54,I 54.8 53.3 53.3 49.3 cv 49.2 \ . ® .0 51.5 $Cl\ �ti �� -tea ECe XMAL r' 00� 6'00 r \ .00 �.- - 5�:6 54.5 -- � � 49.7 �� LOCUS AP 2.5 51.9 ELL b S62°17'37`E ��`� 49.5 -o 50.4 159.29' -7 S62°17'37`� C.B. FND. o S62'17'37`E ® 52,7 BENCHMARK = 52, �?' �3.4 M.H.B. FND. 51.1 272,68' 658,68' OBSERVATION WELL 241.32 �� SCALE 1 25,000 M.H.B. FND. BENC�I MARK ELEV. =554.59 EL.= 55.23 ASSESSORS - ® \ ► MAP 253 PARCEL 18-1,18-2,18-3 9 0 SE VA ON ELL 49.5 /S ci DESIGN DATA WELL 22 spaco.s EL.= 51.57 Q a <-1 053.9 8" PROCESSED GRAVEL Q' 3" BITUMINOUS PAVING I SYSTEM 1 o a .� A SYSTEM �? 7,507 s.f. retail apace x 5 gal./100 sq. ft. 375 g.p.d. � ------ 6' LEACH PIT WITH 3' OF STONE \ 23 spaces _ Q 50. / SEPTIC TANK' - 375 g.p.d. X 150% -563 G.P.D. •r ° 49 _ USE 000 GAL.. °o® K 50.6s.9 DISPOSAL ' �• USES AQO .� 55.5 _._ _,.._ ... _.-. GREEN0/ Z x / D.BOX - - = \ S2 WM 3' OF WASHED STONE SIDEWALL AREA 226 S.F. cn 226 S.F. X 2.5 - 566 G.P.D. �\ - _ -z--- � BOTTOM AREA +- 113 S.F. ® HAZARD ZONE -- C 23 spaces 113 S.F. X 1.0 +� 113 G.P.D. FLOOD A EPTIC TANK SYSTEM #2 x 52• , X, ca TOTAL DESIGN +� 679 G.P.D. (PANEL #250001 0005 C) \ 54.6 54.0 6 LEA PI WITH 3 OF STONE o LAN SC4E Xopo V Dsr�r� D �,� \\ � ,0 9I TY�. 20 Spaces � ! C.B. FND. ELEVATIONS ARE BASED ON N.G.V.D. --� I� � x 3.2 -w- , 'V BSERVATI N WE RET INING -WALL �. x 52.4 '� `• x 5 .0 'x 51.3 0.4 �,. / � SYSTEM 1 ' p• 0 7,507 s.f. retail space x 5 gal, 100 s . ft. +� 375 .d. 49.4 n / q P - _ ._ -_ GREEN -- '� +44.2, SEPTIC TANK 375 g.p.d. X 150563 G.P.D. A\ D.B x 1 r- USE 1000 GAL. GROUND WATER PROTECTION ZONE 56.9 , , -- ---- I i i DISPOSAL PIT - u 1000 GAL AS SHOWN ON �p� i -- F405 �'__ a� • -___ -_ --TEST L � � 1"�1•i 3' OF WASHED STONE MON, HIT ,Q 54.1 --�--- , x„ �� BUILDING ZONE REVISED GROUNDWATER PROTECTION OVERLAY DISTRICT _OFF _ _ ' 0 58.1 18 spaces SYSTEM p r' J • ! - � X 49w1 �� , �' ` SIDEWAI_L AREA *� 226 S.F. HIGHWAY BUSINESS o. / �, 'o• 50.0 / 6' LEACH IT WITH 3' OF STONE N 226 S.F. X 2.5 *� 56Fi G.P.D. PLANNING DEPARTMENT - APRIL 1993 '�•-o V . OBSERVATION WELL ra AREA = 40,000 S.F. Ct BOTTOM AREA 113 S.F. LOT COVERAGE: �y J x .7 x 55.4 £L.= 51.95' ; 11::3 S.F. X 1.0 �+ 113 G.P.D. MINIMUMS 55.0 x ,- '� 00 %P � x gp.4- x '�. � TOTAL DESIGN � 679 G.P.D. FRONTAGE = 20' SEPTIC=TAI°�IC - NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA x °o `o -� •5 FRONT SETBACK = 60' OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLA110N OF �\ , �-:x 8.2 56, � %'� �' 6 ,� 3D,6 X x 4 �x 41.6TEST WELLL DESIGN DATA (100' ALONG RTS. 28 & 132) BUILDINGS, STRUCTURES AND PAVED SURFACES. \ 0 o CONCRETE- WALK _ --l Yt' 0* .0 .® 50.4 54.5 SIDE SETBACK 30 SYSTEM � I WIDTH - 160 AREAS -- -- - -- - •6 s. . o ft. 37 . .x 53.E ��, x 57.5 c -- _- ) , \ ' 7 50 f retail' x 5 gal,/1 0 sq. x• 5 ,p d K - _ ." (SEE Zq`JING- S , BUILDING r7, y00. 62, i!� � 7.0 x 4 .5 PUMP HOUSE SEPTIC TANK 375 g.p.d. X 150X �563 Q.P.D. SETBACK = 2 "< 0. REAR 0 s � �_ � 50.® o� .• � USE 10Q0 GAL. MAXIMUMS _ ?_2,522 s ft. RETAIL SPACE �, o _/ q• #5 �.� / � � ��- BUILDING HEIGHT = 30' _I x 47.o SEPTIC TAN 43.2 x 4 :3-_ ._� GREEN x 44.5 DXSIO�' == US '� 00 G I TOTAL IMPERVIOUS AREA �o <� ��`'� x S�6� x 55.5 �G ,, - .,, / �- 6TEST WELL - (Oft 2 STORIES IF LESS) ®, o_ .��f /k 51.7 0 �� ;' VAw.,H 3' OF WASHED STONE 30% COVERAGE OF LOT 92,592 sq.ft. 2.13 acres a 49.97Ol. y � ,_. - -loli�x zoo. 0 �� c� p x^4 5 / : \ a 221 TS.F. XOEWALL A2.5A 5666G.P D. x 50.5 h4'.Q - _- - / x 43.7, o BOTTOM AREA 113 S.F. SITE CLEARING: G. G� G�� x 4s.6 3,- -/ x�, 4 TEST ILL ! 113 S.F. X 1.0 113 G.P.D. A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA �� / �4 TOTAL DESIGN 679 G.P.D. OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE; WITH - I / 7.1 Cr ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF 48.7 "� '' i �r UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. 44'1 I ��• 4 6_.-�x ° x 4 4 . ' x4F5.a -- - - - - __ 42.9 35.0 < --- '`� x x 7.8 CK TOTAL TO RF_',�IiAIN IN NATURAL STATE = 50 ° ST KNELL ; x -v---- �r-3 .5 �, x BITUMINOUS PAVING Q,/ 40.3 ,- 4 •7 +i PITS x �45.4 ,.--''_ sx 4+5.5 � ,' � - x 41.5 d i� TEST tl" .L e,a F _ --- 44�3 �x1. I - X N PARKING CALCULATIONS _ _-__ "�`"'--- . > x 38.6 - 9 21/S7 9/21/87 2/24/69 2/24/69 2/24/89 42. _ � x = ---- /. - - ,-�, r; `/ � Lx 44. x 35.1 N �6667 6667 P7254 725q♦, 0 ' /254 - �. 9: : X PIT d PI•C 2 PIT 3 �� 22,522 S.F. RETAIL 1/200 = 113 SPACES x 43,8 �� 42. 38.8 T ELEV. �2 6 ELEV. � :2.0 ELEV. 45.3 x.'41.-$ - - -- - -- x --- _.. -39.0- " 38.3 x 38.3 - PIT 4ELEV. 51.8' PIT ELEV. 52.5' �To LOAM SUB SOIL LOAM & SUB SOIL LOAM SUB SOIL PLUS 1 SPACE PER BUSINESS = 9 SPACES / i� x x 38.5 -- �`� 1.5 1 �;. -- ` `�� n' " LOAM SUB SOLI. - •- :5 1..� LOAM SUB SOIL TOTAL SPACES REQUIRED - 122 x 38.3 �/ c� w IOTA' SPACES PROVIDED - 123 _ w _ = _2 ? --2 "' x--40.0- - - - --- 1 x 38.1 z , :} MEDIUM PARKING SPACES REQUIRED FOR THE HANDICAP£D - - X 39.7 , s x 39., o �, 1 TEST WELD1 SAND ` --3_4.5 PERK TEST = TOTAL SPACES REQUIRED 3� OF 122 4 SPACES 185,305 S.F. UPLAND_ � � =1 MEDIUM S� x� 7.9 0 7,702 S,F, MEDIUM MEDIUM SAND WET AT�J D i w I GRAVEL � MEDIUM � TOTAL SPACES PROVIDED 4 SPACES �, -� o. x 38.2 ----- TO COURSE TO COURSE TOTAL o° SAND SAND SAND ti ,� � ,.. � ,� .,, GRAVEL BREAK OUT C ,CtT .TI®N.�' x 37.5 x 37.7 -a �, GRAVEL �, x 3 { 7 SLOPE 0 TEST WELL `rI C SS:x �8 _ GRAVEL 36.7 GRAVEL L� MEDIUM • �r. A-2 `? 35.6 �35.4 36.4 35.9,7h 7- - x 39.7 '+" is l .e, r��, SAND j" HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE �,, - 3,6 Z. D . A-3 --�< A� 5. 36.6 x 34.5 ( � ,' MEDIUM ` MEDIUM A-4 A-5 _ �. SAND �t ELEV. 51.00` x • 37.6 --x 6.3 5 T;ST WELL 1 � : SAND •.- R.5 37.8 x 3s.3 -1 o NO WATER 0-10 NO WATER F.G.- 50 \ R5 . TOP OF x `� R S - 36.0. - 8-0 x 37. EI�. *� 42,5 EL. - 42.0 `l ., FOUNDATION x • R5 x 39.2 jam. x ,7 x •--12 NO WATER �k 34,2 `�, "A-16 EL. - 39.8 SYSTEM "-- 9g' 34.2 36. n 34,2 -�14 NO WATER "�'_--14 NO WATER F.G.- 48.0 + 1500 GA PIpE INV. ,� 1 E•q'ER �•Cj ,% 36,9 --"�3�.3 PERCOLATION RATE: EL � 35.6 46.00' �Q" A ,- �° H- EL. � 31.3 48.40' a" D1 ,C � v A--15 1 INCH IN 2 MINUTES OR LESS. OF ; SITE PLAN ®F LAND INV. 4® P` INV. x 39.3 / A-1 34.2 .`�@• `°q ,�-- 47.80' Q� 38 3 �gg�a- ' ,< x • PETER , Y IN c U DIST. INV. - 47.60' ok WATER ELEV. 10/06/87 = 34.•43' �(_ d '39 5" ; O GAL S �D I30X SYSTEMS 1 & 3 c 34•2 WATER ELEV. 1 10 95 = 34.23' 34.2 x39.3 r'P��Qr /A-13 4.2 + SJLI.'�r�1 (HYANNIS) 100 INV. =46,60 / / \ No. 2733 1000 GAL. e r a� - '' . LEACH - � A �'A �E MASS . �:. PIT Nv. 45.20' SEPTIC TANK �•- 10.00 "'„ �?o��`_-X3?��i'" A-2 Vc '$ v 9 WITH VTO 4' <:� ZONE HB A-t�- FOR A ..� - pro, �"+� /i� �r LIMITE".1ur" SEE DESIGN ` ZONE RD-1, 4.2 4.2 I CERTIFY THAT THE PROPOSED E3UILDING :a< SET D. BOX ON 6' DEEP - .2 SHOWN HEREON COMPLYS WITH THE SIDELINE A - MIT-%U S FOR SYSTEM# CRUSHED STONE BASE. �� AND SET BACK REQUIREMENTS OF THE TOWN REAL" „ j'� OF BARNSTABLE AND IS NOT LOCATED WITHIN SCALE: 1 = 30 TIHE FLOOD PLAIN. OF <� SCALE: AS NOTED DATE: JAN. 17 ,1995 .q° 3/.°�" TO 1 1/2" .; POND REV. APRIL 11,1995 REV. MARCH 10,1995 WASHED STONE ;A 'T' 'IC.AI� �IOFI , DATE: ®• EL. 39.20 ALL PIPING WITHIN 10' OF A BUILDING TO BE CAST IRON. GRAPHIC SCALE BAXTER & NYE INC. 8.0• NO SCALE ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. 0 15 30 60 REGISTERED LAND SURVEYORS NOTE' (A GREAT POrin) DEED REFERENCE: RICHARD NOVYICK BOOK 8779 PAGE 61. CIVIL ENGINEERS OSTERVILLE MASS, #94153-7 Y L I I HATHAWAY - - - --- - - - - - - - - - 4� 48.3 S.E.A. 330 ZONE ` PONo V _ - -- - - �r - - - - - - - - - - - 330 GAL. PER. ACER PER DAY Locu �32 Q FLOOD HAZARD ZONE - C STATE' HIGH �, Y '+' �O UTE �� 4.43 AC, X 330 = 1465 GAL, PER DAY MAXIMUM, o PANEL 250001 0005 C 200' WIDE edge of pavement - - - 11z6 GAL, PER, DAY = TOTAL DESIGN POND o ( # ) 52.9 52.0 51.2- - - - - - �_ - - - -- --�4g - - - -� 48.5 cn 53.6 -- - 49.7 ELEVATIONS ARE BASED ON N.G.V.D. x- -- - �_-- catch basin y N �(\49.3 C� oO \ 00 Z�� O I 49.7 r o S62°17'37E 50.4 ' C.B. FND. oo S62°17'37"E 527 51.9 0 : 159.29 -9G,� L0`iV5 MAP S62 17 37 E I Q _ 53.4 241.32' M.H.B. FND. � 51.1 272.68 658.68' � OBSERVATION WELL � `r' SCALE 1 � 25,000 M.H.B. FND. BENCH MARK 1 ELEV. = 54.59 EL.= 55.23 - I � ASSESSORS MAP 253 PARCEL 18-1 ,18-2,18-3 / o SE VA ION WELL coN DESIGN DATA 22 spaces EL.= 51.57 49.5 ©48.8 I 4 �S�gNQ SYSTEM #1 o BITUMINOUS PAVING J 2 �, 0 7,507 s.f. retail apace x 5 gal./100 sq. ft. a 375 g.p.d. o� aw %_ 23 spaces o 375,g.p.d. X 150X -563 G.P.D. 2 ®50.2 . g 50.1 SEPTIC TANK o ��, --. ____ :.; USE 1000 GAL. 50.6 49.9 DISPOSAL PIT -- USE 1000 GAL. ` 00 GREEN ®49 w Z 55,5 � o WITH 3' OF WASHED STONE 94 0 - SIDEWALL AREA 226 S.F. 594/1 m 226 S.F. X 2.5 = 566 G.P.D. LANDSCAPE BOTTOM AREA = 113 S.F. SYSTEM2 23 spaces rn x 52.8 113 S.F. X 1.0 a 113 G.P.D. x 45.5 o. TOTAL DESIGN = 679 G.P.D. tree line 54.0 6' LEA PI TH 3' OF STONE o .� SYSTEM #1 ' 6' LEACH PIT WITH 3' OF STONE 10 3.0 91 � 20 spaces x 3.2 -- RETAINING WALLL O �. PQE � OBSERVATION WELL DESIGN DATA C.B. FND. SG • �2.4 x 51.3 50.4 -o l SYSTEM #1 �,P o � 7,507 s.f. retail ace x 5 al. 100 s ft. 375 x 5 0 49.4 � g / 9 g.p.d, D.BOX GREEN x x 44.2 SEPTIC TANK 375 g.p.d. X 150X -563 G.P.D. USE 1000 GAL. GROUND WATER PROTECTION ZONE _ DISPOSAL PIT - USE 1000 GAL. x AS SHOWN ON MON. HIT •0 w x 18 spaces x 54.1 -'-rEs� L SYSTEM NTH 3• of WASHED STONE BUILDING ZONE REVISED GROUNDWATER PR❑TECTI❑N OVERLAY DISTRICT OFF D.BO oa ?o. s61 p '0' 50.0 49.1 2 SIDEWALL AREA = 226 S.F. HIGHWAY BUSINESS; $' 6 LEACH PIT WITH 3 OF STONE �^ 226 S.F. X 2.5 `566 G.P.D. PLANNING DEPARTMENT - APRIL 1993 O OBSERVATION WELL�1'` 17 �LLn AREA = 40,000 S.F. .gyp s 1183 S.FM X AREA 113 G.P.D. i LOT COVERAGE: x .7 x 55.4 EL.= 51.95 MINIMUMS 55.0 56.3 now • • SEPTIC TANK x 50.4 x �•9 TOTAL DESIGN = 679 G.P.D. FRONTAGE = 20' NO MORE THAN FIFTY PERCENT 50� OF THE TOTAL UPLAND AREA / 45.5 FRONT SETBACK 60 OF .ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF SEPTIC TA4K ;` x 5a,2 56.� W LK 6 x •3D.BOX� x 44.4 x 41•6 TEST WELL DESIGN DATA (100' ALONG RTS. 28 & `132) BUILDINGS, STRUCTURES AND PAVED SURFACES. �� y 0 5@.1 A 50.7 �- SYSTEM #1 WIDTH = 160' AREAS x 53.6 °o. �. G x 57.5 o� 55.0 50.4 x ®44.6 U 7,507 s.f. retail space x 5 gal./100 sq. ft. 375 g.p.d. SIDE SETBACK = 30' 2 'b' 4 0 145.00 ` SEPTIC TANK - 375 g.p.d. X 150X -583 G.P.D. (SEE ZONING) ! ' ? 2g PUMP HOUSE BUILDING � O. 2 x 47.0 x 47.5 9 p REAR SETBACK = 20 O 50.0 C� • MAXIMUMS' I J, 1, $ USE 1000 GAL BUILDING HEIGHT = 30' 22,522 sq.ft. RETAIL SPACE L v °�. 5 �a x 47.0 SEPTIC TAN x 43.2 44.5 # 41.3 DLSPOSA., PIT USE 1000 GAIT. � � x 55.5 a _ (OR 2 STORIES IF LESS) x 53.6 'TEST WELL TOTAL IMPERVIOUS AREA < - x 3 6 - �'� �1- . � . "' _ 309� COVERAGE OF LOT 51.7 46.0 o GREEN o WITH I3' OF WASHED STONE 92,592 sq.ft. 2.13 acres a 49.97x y �' - o . - o, , ` o SIDE'�IALL AREA 226 S.F. • x 48.5 �,. z 226 S.F. X 2.5 _ 566 G.P.D. \1\ G x 50.5 x x 43.2 o BOTTOM AREA 113 S.F. SITE CLEARING: GAG "�G�'_ x 45.6 #3 � 44 STTWELL 0 113 S.F. X '1.0 113 G.P.D. A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA s 50.1 x 49.0 # TOTAL DESIGN 679 G.P.D. • x � x 7.7 � OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH 202.00 ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF �'7��x 45.5. Y UNDFRSTORY SHRUBS AND GROUNDCOVER ALLOWED. O. 6 � •1 x 42'x 46- w x45.8 42.9 38.0 x Q TOTAL TO REMAIN IN NATURAL STATE = 50R x ip00 BITUMINOUS PAVING _ ST WELL o x4.0.3 , x 39.5 x x 42.7 3 ^~ x 45.5 p x 4ss 41.5 � N TEST PITS x 45.4 / 4.4.3 • x41.8 PARKING CALCULATIONS x 44.0 x 3 x 38.6 x 38s LAWN 9/21/87 9/21/87 2/24/89 2 24 89 2 24 89 sss7 / / / / x 42.'� 43.4 x x 44.3 �\ x 38. 0j 'IMP #P66G7 #P7254 7254 7254 •� x 43.® ' tP 22,522 S.F. RETAIL O 1/200 = 113 SPACES 39.8. x 38.3 38.3 m PIT #1 PIT #2 ELEV. 52.0' PIT ELEV 45.3' PIT �4 PIT #5 • x 41, x 39.0 x 38.5 38.6 = ELEV. = 52.6 = • " ELEV. _= 51.8 ELEV. 52.8 x ` LOAM & SUB SOIL LOAM & SUB SOIL LOAM & SUB SOIL PLUS 1 SPACE PER BUSINESS = 9 SPACES x 38.3 ..�.' z -1.5 -1.5 -1.5 LOAM & SUB SOIL LOAM & SUB SOIL TOTAL SPACES REQUIRED .= 122 r ,Q,. Q o B. FND. LOTS �j2j UG V / N w .-2 .-2 TOTAL SPACES PROVIDED = 123 x 40.0 x x 38.1 / x 39.5 o MEDIUM 39.7 IV TEST WE SAND .-3-4.5 PERK TEST PARKING SPACES REQUIRED FOR THE HANDICAPED � 185,305 S,FI UPLAND , TOTAL SPACES REQUIRED a 3x OF 122 = 4 SPACES 2 x 37.9 MEDIUM MEDIUM RAVEL MEDIUM MEDIUM TOTAL SPACES PROVIDED a 4 SPACES °c�. 7 7 0 2 S I E, WETLAND SAND SAND -� TO COURSE TO COURSE I x 38.2 4,43 A C I TOTAL �p SAND _ SAND & RAVEL � = -5.5 GRAVEL BREAK CALCULATIONS x 37.5 x 37.7 �� - x 3 39.7 LAWN ,6 -7 p, xa TEST WELL _-B SLOPE 0 •: •• 36.7 -9 GRAVEL GRAVEL MEDIUM . A-2 35.6 35.4 36.8 35.9 A-7 x 39.7 »: ::�r f.» HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE �6'. ?'" SAND x A-�-x A- x s:6 3.1 x 34.8 '��' MEDIUM MEDIUM A-4 A-5 »a. ELEV.- 51.00' x 4, 8 R5 TEST WELL •:a SAND SAND F.G.= 50' x R R5 4.3 �9.3 -10 NO WATER -10 NO WATER � . TOP OF EL 42.6 38.0 4.5 R5 37.5 a E� = 42.0 38.4 x x 39.2 �, -12 NO WATER .... ,. FOUNDATION A_1 x RS 36.7 5 34.2 A-16 34.2 {h EL = 39.8 SL TER F.G.- 48.0'+ SYSTEM PIPE g9 34.2 .4 i„ -14 NO WATER INV. _ 48.00' 10$ A-8 H EL. = 31.3 »»EL.4 N38 8A 1500 GA . 36.9 36.3 PERCOLATION RATE., DER A-15 1 INCH IN 2 MINUTES OR LESS. 4» °�Av C. x 39.3 �A-,4 34.2 SITE PLAN ❑F LAND • INV. - 46.40 40 P INV. _ cr g5.� x . 47.80 Q 36 3 �g IN U DIST. INV. - 47.60' a 0{ WATER ELEV. 10/06/87 = 34.43 Q_9 .5 Ep � (HYANNIS) 1000 GAL S BOX �N�/, SYSTEMS 1 & 3 ba4 34.2 WATER ELEV. 1/10/95 = 34.23' 34.2 x39.3 a o�j�� A-13 4.2 .so 1000 GAL. dg BARNSTABLE, MASS. LEACH ® � 10.0 0� ® ,�37.6 37��x'�7.4 V. 45.20' SEPTIC TANK A-o _. A-12 PIT ��< ZONE HB A-1_.�._- �_ FOR �.; WITH 1'T0 4' �� -,- •�; ZONE RD_1 4.2 4.2 I CERTIFY THAT THE PROPOSED BUILDING BRISLANE LIMITED VENTURE <•: SEE DESIGN <;< •:: ;; SET D. BOX oN r DEEP +i ► . `•• * cN F AND SET BACK REQUIREMENTS OF THE TOWN •. FOR SYSTEM • •2 � 1� s • SHOWN HEREON COMPLYS WITH THE SIDELINE •;< # �. CRUSHO STONE SAM PLAN � REALTY TRUST • •• �SULLIV ,y'`` OF BARNSTABLE AND IS NOT LOCATED WITHIN 4•. OF �� SCALE: 1" = 30' llo. 2y 33 c_ ;� THE FLOOD PLAIN. 1. WILLIAM G T, SCALE: AS NOTED DATE: JAN. 7 199e5 3/4 TO 1 1/2 ..• ��, a 9334 DATE: • Z�- / REV. MARCH 10,1995 TYPICAL PR 1 SHALLO W s=� 5WASHED STONE < • ,� ` OF LEON , _T� C' •' EL 39.20 •• • GRAPHIC SCALE BAXTER & NYE INC, i 8.0• N0 SCALE 0 15 30 60 �k' 'N ' NOTE. ALL PIPING WITHIN 10 OF A BUILDING TO BE CAST IRON. (A GREAT POND) REGISTERED LAND SURD EY❑RS CIVIL ENGINEERS ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. DEED REFERENCE: RI D NOVICK BOOK 8779 PAGE 61. OSTERVILLE, MASS, `.r #94153--7 HATHAWAY - - S.E.A. 330 ;ZONE `-POND - - - - -; 48.3 - LOCU - - _ _ - - - -- -- - 330 GAL. PER. ACER PER DAY 73 Q P� FLOOD HAZARD ZONE - C STA. T.� HIGH WAY RLOI UTE 132 4.43 AC, X 330 1465 GAL, PER DAY MAXIMUM, 2 . 200' WIDE 1126 GAL, PER, DAY = TOTAL DESIGN SHALLOW o (PANEL #250001 0005 C) 51.2 edge of pavement - - - ___ - - - POND 53.6 52.9 52.0 - - - - - - 49.7 - -- - 48.5 ELEVATIONS ARE BASED ON N.G.V.D. x- --- -. --" -- -" catch b'asm \ yG N �f\49.3 00 Z� � O 00 2� T � A 0 49.7 v'C� r i o S62°17'37'E 50.4 -o o S62°17'37'E 52.7 51.9 0 159.29' -90 LOCUS MAP S62°17'371E C.B. FND. -- 272.68' I c" 53.4 241,32' M.H.B. FND. I 51.1 O M.H.B. FND. 658,68' ®' BENCH MARK OBSERVATION WELL SCALE 1 ; 25,000 ELEV. = 54.59 EL.= 55.23 -- � _ I � ASSESSORS .�. MAP 253 PARCEL 18-1 ,18-2,18-3 /! 0 SE VA ION WELL SON DESIGN DATA 22 spaces EL.= 51.57 49.5 © �S�gNC a BITUMINOUS PAVING 4$•8 SYSTEM 1 2 wX /' 0 7,507 s.f. retailspace x 5 gal./100 sq. ft. a 375 g.p.d. j o� 23 spaces 4 e ®50.1 ®50.2 . SEPTIC TANK "= 375 g.p.d. X 150X =563 G.P.D. a TP 2 USE 1000 GAL. � 50.6 --__ 49.9 DIS _ e� POSAL PIT USE 1000 GAL. 55.s GREEN ®4a WITH 3' OF WASHED STONE / x 50.3 -e-. LL SIDEWALL AREA = 226 S.F. 594/1 m 226 S.F. X 2.5 566 G.P.D. LANDSCAPE BOTTOM AREA = 113 S.F. �•� # 23 spaces \ 03. 11.E S.F. X 1.0 113 G.P.D. SYSTEM 2 0 x 52.8 \ x 45.5 0- TOTAL DESIGN 679 G.P.D. tree line 54.0 6' LEA PI WITH 3' OF STONE o # 6' LEACH PIT WITH 3' OF STONE 10 3'0 P x 3.2 RETAINING WALL O SYSTEM 1 '� Q� 91�,,.j 20 8 aces C.B. FND. P 92.4 00 OBSERVATION WEIl DESIGN DATA x 51.3 50.4 SYSTEM #1 x 5 0 49.4 7,507 s.f. retail space x 5 gal./100 sq. ft. 375 g.p.d. p GREEN x Z SEPTIC TANK 375 . p o g.p.d. X 150X a563 G.P.D. ,�$• D.80X x 44.2 USE 1000 GAL. GROUND WATER PROTECTION ZONE �•9 ti 5 6 1 u DISPOiAL PIT USE 1000 GAL. x AS SHOWN ❑N �� TEs; L " �'' WITH 3' OF WASHED STONE MON. HIT 00 x 56.1 18 spaces x 54.1 U SYSTEM #3 BUILDING ZONE REVISED GROUNDWATER PR❑TECTI❑N OVERLAY DISTRICT OFF D.BO c,� �°o. •0. so.o 49.1 z SIDEWALL AREA _� 226 S.F. HIGHWAY BuslNEss 6 LEACH PIT WITH 3 OF STONE �` - 226 S.F. X 2.5 566 G.P.D. PLANNING DEPARTMENT - APRIL 1993 �o '�V 0 OBSERVATION WELL�`` M �G AREA = 40,000 S.F. �. t�O EL.= 51.95 BOTTOM AREA = 113 S.F. x ,7 x 55.4 \ r 113 S.F. X 1.0 =• 113 G.P.D. MINIMUMS LOT COVERAGE: / 55.0 '� �'o SEPTIC TANK x 50.4 x 48. TOTAL DESIGN - 679 G.P.D. FRONTAGE = 20' NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA / 56.3 Cb O O 45.5 FRONT SETBACK = 60' SEPTIC TA4K ?0 x 58.2 56.3 TEST WELL DESIGN DATA ) OF #\NY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF 0 X4 0 o WALK 6 x ,3D.BOX x 44,4 x 41.6 (100' ALONG RTS. 28 & `132 BUILDINGS, STRUCTURES AND PAVED SURFACES. '�� O 5Q•1 50.4 50.7 SYSTEM #1 WIDTH = 160' x 53.6 o' O 55.0 SIDE SETBACK = 30'. . AREAS oo. s mG x s7s x ` ©44.6 7,507 s.f. retail 'space x 5 gal./100 sq. g.p.d. ? i 2 4,00. 145.00 ft. 375 (SEE ZONING) BUILDING ,� .ro�� 262' x 50.0 0� 47.o O x 47.8 PUMP HOUSE SEPTIC TANK 375 g.p.d. X 1509: R563 G.P.D. REAR MSETBACK =AXIMUMS 20' 22,522 a ft. RETAIL SPACE L `Py �oN• 8 4t.3 D POS USE 1000 GAL. BUILDING HEIGHT = 30' sq.ft. ea x 47.0 SEPTIC TAN x 43.2 3 44.5 IS AI, .PIT USE 1000 GAL. �O �� N� x 53.8 x_58.5: v x- TEST WNELL .. (OR 2 STORIES IF LESS) TOTAL IMPERVIOUS AREA 0 3 6 .. _ _ I 2 �o _ x 51.7 o WIT ; 3 OF WASHED ST N f _. 30% CO E ACE ._r SOT 92,592 sq.ft. 2.13 acres :� 49.97X y <, 46.0 o GREEN o) 0 E ,� v, • ` of .F SIDEWALL AREA >B 226 S.F. ' x 48.5 _0 z 226 S.F. X 2.5 = 566 G.P.D. x 50.5 .6 x 4 x 43.2 °' BOTTOM AREA 113 S.F. � SITE CLEARING: GJ' x i4.5 3 X.4 ST WELL 113> S.F. X 1.0 a 113 G.P.D. TP # TOTAL DESIGN 679 G.P.D. .F A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA. � 50.1 x 49.0 � � x 7.7 oc "•,QF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH x 202.00� ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF 48.7 45.5.It � - UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. 0 43.8 1 a�Ox x 442.4 +2 x 46. w x45.8 x 42.9 38.0 x 7.6 TOTAL TO REMAIN IN NATURAL STATE = 50x x p0 BITUMINOUS PAVING fEST WELL o x40i3 x 39.5 x 42.7 3 1�' x 45.5 p 41.5 �r co x 45.4 ./� 44.3 - x 45.6 •� to TEST PITS x41.8 x 38.6 "t N PARKING CALCULATIONS x 44.0 43.4 . .o x x 3 x 4a.3 ' x 38.6 LAWN 9/21/87 s/ �/87 2/24/8s z/24/ss 2/24/89 x 42.� x 38. N #P6667 #P6667 #P7254 x 43.8 7254P7254 22,522 S.F. RETAIL O 1/200 = 113 SPACES x 41: x 39.8. x 39.0 3s.6 x 38.3 38.3 m PIT1 ELEV. a 52.6' Pi T #2 ELEV. _ PIT #3 PIT PIT 1 PLUS 1 SPACE PER BUSINESS >r 9 SPACES x 38.5 = 52.0 ELEV. r� 45.3V, 0 51,8• ELEV. a 52.8 LOAM & SUB SOIL LOAM do SUB SOIL LOAM & SUB SOIL TOTAL SPACES REQUIRED = 122 x 38.3 , /� z -1.5 -1.5 -1.5 LOAM & SUB SOIL LOAM & SUB SOIL LOTS 1,22, & 3 TOTAL SPACES PROVIDED = 123 �' •' .B. FND. x 40.0 x x 38.1 � x •� o - MEDIUM -2 -2 SAND . x N TEST WE -3-4.5 PERK TEST MEDIUM PARK ING SPACES REQUIRED FOR THE HANDICAPED 39.7 185,305 S,F, UPLAND 395 TOTAL SPACES REQUIRED a 3x OF 122 = 4 SPACES 37•9 MEDIUM MEDIUM & TOTAL SPACES PROVIDED = 4 SPACES �o�. 7,7 0 2 S,F, WETLAND GRAVEL MEDIUM o. x 3S•2 TO COURSE TO COURSE SAND SAND { / & 4.43 AC, TOTAL BOO SAND SAND & RAVEL - -5.5 - - HiAX Cil��+V LtsT101�a7 x 37.5 x 37.7 _ GRAVEL x 3 39.7 LAWN -6 -7 m x `�"A TEST WELL ^•8 SLOPE 0 36.7 _g ; • GRAVEL GRAVEL MEDIUM A-2 35.6 35.9 A-7 x 39.7 ... 35.4 36.8 ,� a HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE "o. A-3 - A_ x '9'!6 3.1 x� 34.8 '�•" �'' MEDIUM > SAND 51.00' x , 4, .8 TEST 'WELL' .. SAND SAND MEDIUM ELEV.- R R 5 4.3 9.3 - ' R 5 10 NO WATER -10 NO WATER >� r F.G. 50 TOP OF 36.4 x + x 38.0 4.5 x 37.5 EL. a 42.6 :EL. = 42.0 {a 38.2 z . .-12 NO WATER ..FOUNDATION A-1 x R5 � 38.7 L::: 34.2 A-,s x EL. _ 39.8 .. ,+ SYSTEM PIPE r �9g5 34.2 A.8 34.2 a � -14 NO WATER �ti -14 NO WATER F.G. 48.0 1500 GA P INV. '° 48.00 10 W EL. - 31.3 36.3 PERCOLATION RATE: EL. = 38.8 Q� JO 36`9 A-15 1 INCH IN 2 MINUTES OR LESS. • INV. s 46.40 40 P.V•C• INV. Ora x 39.3A-,4 34.2 SITE PLAN OF LAND � /� X . DIST. INV. = 47.80 Q 36 3 �g9 I N S SYSTEMS01 dt 3 e c{ WATER ELEV. 10/06/87 = 34.43 Q-s ar •5 4.2 EO 4 342 (HYANNIS) U WATER ELEV. 1 10 95 = 34.23' 34.2 x 39.3 e o{j�� A-13 1000 GAL. BOX INV. =46.60 / / LEACH1000 GAL. ... 10.00' ® 37.6 eag �7.4 BARNSTABLE, MASS. .• ,� 5.20' SEPTIC TANK A-o-� T% A-12 1; PIT �, V. 4 ZONE HB A ,� FOR WITH 1'TO 4' ZONE RD-1 •4.2 4.2' BRISLANE LIMITED VENTURE I CERTIFY THAT THE PROPOSED BUILDING , .� SEE DESIGN .2 , a SHOWN HEREON COMPLYS WITH THE SIDELINE SET D. aox ON DEEP REALTY TRUST FOR SYSTEM •• PLAN. 'AT o V" c� h AND SET" BACK REQUIREMENTS OF THE ?OWN .. CRUSHED STONE BASE. ,[" rill PETER �. ` ` � '', •.` �� SULLIYR L OF BARNSTABLE AND, IS NOT LOCATED WITHIN = 30 wi CLAM y'- THE FLOOD PLAIN. •,• M OF N SCALE: ,AS NOTED DATE: JAN. 17 ,1995 SCALE: 1" 80. 297133 , 3/4 TO 1 1/2 ;1 ��sT�e @ 0. 19334 REV. MARCH 10,1995 TYPICAL PR FI s SHA LL O W POND ` °� . N Y E DATE: •Z�- 5' WASHED STONE ::• EL. = 39.20' Z O 0 GRAPHIC SCALE �� '� •" BAXTER & NYE INC, NO SCALE 0 15 30 60 S 8.0' �" REGISTERED LAND SURVEYORS . NOTE. ALL PIPING WITHIN 10 OF A BUILDING TO 8E CAST IRON. (A GREAT POND) • ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. - - CIVIL ENGINEERS OK 8779 PAGE 61 94153-7 DEED REFERENCE: RI D NO`✓ICK B0 OSTERVILLE, MASS, # i I i HLTHAWAY _ POND w -� 48.3 S.E°A. 330 ZONE - - - - - - - - - - -" - - - - 330 GAL. PER. ACER PER DAY LOCU STA TE HIGH WA Y RO UTE 103 2 AC 7 Q �� FLOOD HAZARD ZONE - C. 4.43 X 330 = 1465 GAL, PER 'DAY MAXIMUM, 1126 GAL. PER, DAY TOTAL DESIGN SHALLOW d PANEL #250001 0005 C 200' WIDE .1 51.2 edge of pavem ent POND 52.9 152.0 - - - - - - - - 48.5 53.6 - - - - ELEVATIONS ARE BASED ON N.G.V.D. x-. - - - - - -- - - ---x - catch basin yG N rP \49.3 C� o 49.7 d' r.� o S62°17'37"E 50.4 o S62°17'37"E 52.7 51.9 0 159.29 �G, LOCUS MAP '•., ° " C.B. FND. o S62 17 37 E Q _ .. 53.4 M.H.B. FND. I 5t.1 272,68 M.H.B. 241,32' �' `P SCALE 1 25,000 .B. FND. 658.68' ®' BENCH MARK OBSERVATION WELL ELEV. = 54.59 EL.= 55.23 - ( ASSESSORS MAP 253 PARCEL 18-1 ,18-2,18-3 OBSEF VA ION WELL I Coin DESIGN DATA ., 22 spaces _ 49.5 EL.- 51.57 © 4 o BITUMINOUS PAVING •8 ' �� SYSTEM #1 o sX 0 7,507 s.f. retail space x 5 gal./100 sq. ft. 375 g.p.d. 23 spaces I ®50.1 SEPTIC TANK - 375 g.p.d. X 150X -563 G.P.D. 00 .1 A o 2 ( 50.2 . USE 1000 GAL. _ w 0 � � 49.9 o 50.6 DISPOSAL PIT USE 1000 GAL. 55.5 9 GREEN ®49 Ld z , WITH 3 OF WASHED STONE F _ x 50.3 94 0 -J SIDEWALL AREA = 226 S.F. 594/1 m c� 226 S.F. X 2.5 _ 566 G.P.D.I L 1` LANDSCAPE B6TTOM AREA = 113 S.F. 23 spaces \ CO- 113 S.F. X 1.0 a 113 G.P.D. SYSTEM #2 o x 52.8 \ x 45.5 w TOTAL DESIGN = 679 G.P.Q. tree line 54.0 6 LEA PI WITH 3 OF STONE o p- SYSTEM , #1 9' TYP 6' LEACH PIT WITH 3' OF STONE 10� � x 3.0 I�..I 20 spaces x 3.2 RETAINING WALL DESIGN DATA C.B. FND. OBSERVATION WELL • '' PQF- � ao , 24 x 51.3 50.4 SYSTEM #1 `� 5 0 49.4 7,507 s.f. retail space x 5 gal./100 sq. ft. 375 g.p.d. �Gp GREEN x , x 44.2 SEP11C TANK 375 g.p.d. X 150X -563 G.P.D. D.BOX USE 1000 GAL. GROUND WATER PROTECTION ECTION ZONE 56.9 DISPOSAL PIT -- USE 1000 GAL. �• � i s x � � s AS SHOWN ❑N /� x 54.1 -BEST �L . SYSTEM SWITH 3' OF WASHED STONE BUILDING ZONE REVISED GR❑UNDWATER PR❑TECTI❑N ❑VERLAY DISTRICT MON. HIT •o cP x 56.i 18 spacesx 49.1 Z SIDE:WALL AREA =OFF D,80 0' 6 LEACH PIT WITH 3 OF STONE Z 226 S.F.S HIGHWAY BUSINESS 226 S.F. X 2.5 = 566 G.P.D. PLANNING DEPARTMENT - APRIL 1993 d �. OBSERVATION WELD"�o M �L `� BOTTOM AREA = 113 S.F. AREA = 40,000 S.F. �p x ,� x 55.4 EL.= 51.95 �� m 113 S.F. X 1.0 ffi 113 G.P.D. MINIMUMS FRONTAGE = 20' LOT COVERAGE: / 55.0 56.3 �� • • SEPTIC TANK x 50.4 x 48.9 TOTAL DESIGN - 679 G.P.D. so NO MORE THAN FIFTY PERCENT 50%( ) OF THE TOTAL UPLAND AREA / � � 45,5 FRONT SETBACK = ' OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF SEPTIC TAf I( �` x 58,2 56.3 6 x .3D.BOX� x 44.4 x 41»6TEST WELL DESIGN DATA (100 ALONG RTS. 28 & 132) SYSTEM 1 WIDTH = 160' BUILDINGS, STRUCTURES AND PAVED SURFACES. �� ,r� 0 00 5Q.1 WALK 50.4 50.7 SIDE SETBACK = 30' p o 0� x 57.5 0 00 55•0 >)44.6 7,507 s.f. retail epace x 5 gal./100 sq. ft. a 375 g.p.d. AREAS x s3.6 O. s G 2 �' 0 145.00' x ` (SEE ZONING) �•' �p SEPTIC TANK = 375 g.p.d. X 150X =563 G.P.D. REAR SETBACK = 24' 2. 0 � PUMIP HOUSE BUILDING r'o. 2 62. 47.0 x 47.s O x 50.0 - - G� • USE 1000 GAL. -. MAXIMUMS S� �o e ® a. gUILDINIG HEIGHT = .50' 11 22,522 sq.ft. RETAIL SPACE L � 5 ea 44.5 _ x 47.0 SEPTIC TAN x 43.2 3 41.3, DISPOSA, PIT -- USE 1000 GAL. (OR 2 STORIES IF LESS)'' IMPERVIOUS-.AREA 1�3_ # x 53.6 x 55..5 _ . ., v . a x 3 BTESTI WELL TOTALG� F` ca o 30% COVERAGE OF LOT . x 51.7 46.0 o GREEN ° WITH 3 OF WASHED STONE a 92,592 sq.ft. 2.13 acres a 49.97X o =o SIDEINALL AREA = 226 S.F. v z 226 S.F. X 2.5 = 566 G.P.D. - x 48.5 0 BOTTOM AREA _ 113 S.F. 9C x50.5 x43.2 SITE CLEARING: �G �G x 45.6 4� x 45.44 ST WELL 113 S.F. X 1.0 a 113 G.P.D. 1P ,� ' ST WELL A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA J, 50.1 x 49.0 '� #4 TOTAL, DESIGN a 679 G.P.D. OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH x x 7.7 ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF 48.7 202..00' TO SHRUBS AND GROUNDCOVER ALLOWED. �t3`x 42.4 '�•5 Y .0 43.8 •1 x x45.8 42.9 Q UNDERS RY O. . 43.6 .:�' x 46. w x 38.0 x 7.6 x O BITUMINOUS PAVING x L, 0 REMAIN IN NATURAL STATE - 50x „ O ST WELL o0 40.3 x 39.5 x 42.7 -H • 3 TOTAL T A ►p x 45.5 0 4t.5 �r M TEST PITS x 45.4 ,�� 44.3 x 45.6 cu PARKING CALCULATIONS x 44.0 x4t.,a x 3 x 38.6 t 9/21/87 9/21/87 2 24 8s 2 24 89 89 x 38.6 `t• i j LAWN , .0 x x 44.3 �'-, • P6667 P6667 /7254 / / 2/24/ x 42.� 43.4 x 38. � #P7254 #P7254 22'522 S.F. RETAIL O 1/200 = 113 SPACES x 43.8 x 41. ,� 39.8. 39.0 38.6 x 38.3 38.3 co PIT #1 ELEV. m 52.6' PIT #2 ELEV. a 52.0' PIT 3EL,EV. = 45.3' PIT #4ELEV. a 51.8' PIT ELEV. = 52.8' PLUS 1 SPACE PER BUSINESS - 9 SPACES x x 38.5 , LOAM do SUB SOIL LOAM do SUB SOIL LOAM do SUB SOIL - x•38.3 �./ z -1.5 -1.5 -1.5 LOAM & SUB SOIL LOAM do SUB SOIL , TOTAL SPACES REQUIRED = 122 • .8. FND. LOTS I �2, & 3 W -2 2 TOTAL SPACES PROVIDED = 23 x 40.0 x 38.1 MEDIUM x 39.5 0 ' x 39.7 N TEST WE SAND PARKING SPACES REQUIRED FOR THE HANDICAPED 185,305 S,F�, UPLAND ' x 37.9 & -3-4.5 PERK TEST MEDIUM TOTAL SPACES REQUIRED = 3y OF 122 - 4 SPACES �o 7,702 S.F, WETLAND MEDIUM MEDIUM �, TO COURSE TO COURSE GRAVEL MEDIUM SAND SAND 'TOTAL SPACES PROVIDED = 4 SPACES o. x 38.2 dc' 4,43 AC, TOTAL ►.00 = S5 SD SAND _ GRAVEL GRAVEL BREAK OUT CALCULATIONS �o x 37s x 37.7 » -"'• -6 Y�� x 39.7 LAWN '•t % --7 39'� ' SLOPE = 0 3 36 7 x TEST WELL 9 .:• - », • GRAVEL :GRAVEL •y MEDIUM r., A-2 35.6 35.4 36.8 35.9 A-7 x 39.7 SAND HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE s. A-3 - x e 7,. MEDIUM MEDIUM 5 3., A-4 A-5 A- r7�.6 R5 x 34.8 �ti; a SAND SAND ELEV.= 51.00 X . 4.3 8 TEST WELL •;. ' R$ 9.3 •a F.G. 50'_ R 5 4.3 "'-10 NO WATER •�10 NO WATER TOP OF X , R 5 37.5 EL. 42.6 El_ _ 42.0 FOUNDAl10N 36.4 X . 38.0 R 5 x 39.2 36.7 L)� -12 NO WATER .. :r.. A-1 34.2 A-11 s EL. = 39.8 z»�. g5 34.2 .4 34.2 -14 NO WATER -14 NO WATER SYSTEMF.G.= 48.0'+ 150� GA P1P� INV. +� 48.00' 10�9 A-8 36.9 36.3 PERCOLATION RAZE: EL. a 31.3 EL. = 38.8 M p1E- o�Jot`� A-1 s 1 INCH 1N 2 MINUTES OR' LESS. 4•s.40 4 P•v.c. w m a x 39.3 / A-14 34.2 SITE PLAN OF LAND • INV. = 40 II' oo 995.i x , IN DOLE DIST. INV. m 47.60' 47,80 0 Ok Q WATER ELEV. 10/06/87 = 34.43' Q39 x �e��o�d -3 4.2 (HYANNIS) 1000 GAL. swv BOX SYSTEMS 1 '& 3 eat 34.2 WATER ELEV. 1/10/95 = 34.23' 34.2 39.3 INV. =46.60' 1000 GAL. 10.00' ® W-37.6 37.1 ed 37.4 BARNSTABLE, MASS . LEACH • SEPTIC TANK A-o A-12 �• V. = 45.20' ZONE HB A-11 FOR WITH 1'To 4' �: ��` ��• ZONE RD--1 4.2 4.2 I CERTIFY THAT THE PROPOSED BUILDING BRISLANE LIMITED VENTURE of SEE DESIGN : SET D. 60X ON 6' DEEP •2 .� �r SHOWN HEREON COMPLYS WITH THE SIDELINE •: ,FOR SYSTEM .. r� a$ ~;H AND SET BACK REQUIREMENTS OF THE TOWN REALTY TRUST PLAN I� .. CRUSHED STONE BASE. PETER ..��,�• -��; T T •• .. ti OF BARNSTABLE AND IS NOT LOCATED WITHIN / ��. •• SULLIYAI� wILLIAM J;; • v �, c �`' THE FLOOD PLAIN. OF �, SCALE: AS NOTED DATE: JAN. 17 ,1995 4 SCALE: 1 = 30 140. 29i33 N Y E y .. Q�sTs� DATE: • Z�- 15 ;•• � ,. TYPICAL PR FI SHALLO TV POND � � �, � o. 19334 '��' .� REV. MARCH 10 1995 •%' WASHED -STONE :•• 0 � � •. • EL. - 39.20 GRAPHIC SCALE �' r��"'�:- ___ BAXTER & NYE INC. NO SCALE 0 15 30 60 � N REGISTERED LAND SURVEYORS ' i 8.0 NOTE: ALL PIPING WITHIN 1V OF A BUILDING TO BE CAST IRON. (A GREAT POND) CIVIL ENGINEERS ALL COMPONENTS TO BE INSTALLED TO H-20 CAPACITY. DEED REFERENCE: RI D NOVICK BOOK 8779 PAGE 61. OSTERVILLE, MASS. #94153-7 _T_I H AA TH A WA'f 48.3 S.E.A. 330 ZONE POND - - - - - - - - - - -� 330 GAL. PER. ACER PER DAY LOCU FLOOD HAZARD ZONE CHIGHWAYTA - D� UT� 132 4,43 AC. X 33o = 146sGAL, PER DAYMAXIMUM,ST� ' (PANEL #250001 0005 c) 200' WIDE 1126 GAL. PER. DAY = TOTAL DESIGN 52.9 52.0 51.2 edge of pavement SHALLOW o 49.7 - - -- - - 4s:1- - - - - - - 48.5 POND ELEVATIONS ARE BASED ON N.G.V.D. 53•6- - ---» - - - -e -- - - catch basin \ • �\49.3 -o .yn �03 IN i <�2 ,o Z �O �a �o � - 7- r 0 49.7 S62°17'37"E N S62°17'37"E 52,7 5t.9 00 S0.4 159.29' LOCUS MAP S62°17'37'E C.B. FND. 0 272.68 53. i M.H.B. FND. 51.1 O F` .44 241,32 1001, 658,68 '� OBSERVATION WELL I SCALE 1 � 25,000 ELEV.` 54.59 EL.= 55.23 - I ASSESSORS M.H.B. FND. BENCH MARK ® I c MAP 253 PARCEL 18-1 ,18-2,18-3 / O SE VA ION WELL 0 22 spaces EL.= 51.57 F1 49.5 ©�•8 I iS�gNc DESIGN DATA 0) BITUMINOUS PAVING D SYSTEM #1 2 s+� c 7,507 s.f. retails ace x 5 al. 100 s . ft. a 375 o� o� -� 23 spaces P 9 / q g.p.d. g.p.d. X 150X =563 G.P.D. ®50®50.1 SEPTIC :TANK � 375 I�Ai• o `goo �'�• ca . �' 2 . USE 1000 GAL, DISPOSAL PIT USE 1000 GAL. 50.6 -_ 49.9 55.3 TGREEN 0 F149 z w � I / � o WITH 3' OF WASHED STONE x 50.3 -+-. wo D SIDEWALL AREA = 226 S.F. 594/1 m 226 S.F. X 2.5 = 566 G.P.D. LANDSCAPE Q BOTTOM AREA = 113 S.F. 23 spaces x ca 113 S.F. X 1,0 a; 113 G.P.D. SYSTEM #2 rn 52.8 TOTAL` DESIGN 679 G.P.D. SYSTEM 1 tree line 54.0 6' LEA PI 1MTH 3' OF STONE o x 45.5 0. # 9 TYP. V.0 6 LEACH PIT WITH 3 OF STONE 10 P L.....i 20 spaceis x 3.2 OBSERVATION WELL DESIGN DATA c.B. FND. ..-' F. 5 .._ OD RETAINING WALL 24 x x 51.3 50.4 � SYSTEM #1 49.4 7.507 s.f. retail space x 5 gal./100 sq. ft. _ 375 g.p.d, po GREEN x SEPTIC TANK = 375 g,p,d. X 15OX -563 G.P.D. D.BOX x 44.2 ' + � use 1000 GAL. GROUND WATER PROTECTION ZONE x 56.9 ---- � � � � �• DISPOSAL PIT - USE 1000 GAL.- .. AS SHOWN ON '�� `'-rEs� s s � _ �. MON. HIT 00 w x 54.1 L { WITH 3 OF WASHED STONE REVISED GROUNDWATER PROTECTI❑N OVERLAY DISTRICT OFF ,i90 r' x 56.1 1$ spaces x 49.1 SYSTEM #3 z z BUILDING ZONE D °o. .0 g- -� Z SIDEWALL AREA` 226 S.F. PLANNING DEPARTMENT APRIL 1993 / � 0 Sao 6 LEACH PIT WITH 3 OF STONE; +� S.F. HIGHWAY BUSINESS ��•., � � 226 .,► F X 2.5 � 566 G.P.D. ,gyp u1% OBSERVATION WELL M BOTTOM AREA = ,113 S.F. AREA 40,000 S.F. �0 x 7 x 55.4 EL.= 51.95 �., LOT COVERAGE: C� x rn 113 �.F. X 1,0 = 113 G.P.D. MINIMUMS ,/ TOTAL DESIGN 679 G.P.D. FRONTAGE = 20' '� o 56.3 � O � SEP11C TANK x 50,4 48.9 • NO MORE THAN FIFTY PERCENT (50%) OF THE TOTAL-UPLAND AREA 55.0 $ �. OF ANY LOT SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF / SEPTIC TALK '0 � x 58.2 56,3 45.5 TEST W FRONT SETBACK = 6O' I 6 x 3D.BOX� x 44.4 x 41s WELL DESIGN DATA BUILDINGS, STRUCTURES AND PAVED SURFACES. �.� Q C> 0 0 55.1 WALK (100' ALONG RTS. 28 & 132) o. 0 55.0 50.4 50.7 SYSTEM #1 WIDTH = 16 0' AREAS x 53.6 00, �s �G x 57.5 x ©a4.6 + ► 7,507 s.f. retail space x 5 al. OO s ft.' a SIDE SETBACK = 30' I 'b' s� 145.00 \ P 9 �1 q 375 g.p.d. 00, ` (SEE ZONING) BUILDING ,P o• 2 62. SEPTIC TANK 375 x 50.0 C� 47.0 O x 47.5 PUMP HOUSE g•p,d. X 1509: =563 G.P.D. REAR SETBACK = 20' O MAXIMUMS 22,522 s .ft. RETAIL SPACE `!'� �o J $ USE 1000 GAL. q �s 5 v C - # e x 47.0 SEPTIC TA�d x 44.5 BUILDING HEIGHT = 30' _ 43 2 3 r. _ t 41.3 55.5 _DISP S PIT USE [I _x 1.40 _ CAL � < 53 o _ TOTAL IMPERVIOUS AREA \ ---. � F � TES - OR 2 STORIES IF LESS) � x T WELL ) 0 3 6 2 � � x 51.7 • 92,592 s . 2.13 acres a o 0 3 0 30� COVERAGE OF LOT 2, 2 q ft 49.97x •v � •; 46.0 o GREEN c� .:WITH F WASHED STONE <A o, o SIDEWALL AREA 226 S.F. T' x 50.5 x 48.5 v \ z . 226 S.F.S.F. :X.2.S 566 G.P.D. SITE CLEARING: x 43.2 G <G x 45.6 x 4 0 BOTTOM AREA = 113 S.F. s 3 x4 ST WELL G , # � . S 113S.F. X1.0 = 113G.P.D. A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA � 50.1 x 49.0 ,� #4 T WELL OF ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH x TOTAL DESIGN B79 G.P.D. IT 48.7 202.00 . . x 7.7 w ONLY LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF a .5 Y UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. x .0 43.8 •1 x 42.4 x z 0. 43.6 , x r46 W 45.8 x 42.9 38.0 Q TOTAL TO REMAIN IN NATURAL STATE = 50� x p0 BITUMINOUS PAVING fEST WELL Q x40,3. x 39.5 x 42.7 x 7.6 • x 45.5 C x -H bp. -H • 3 x 45.4 / 44.3 45.6 41.5 x41.9 x ass N TEST PITS I PARKING CALCULATIONS x 44.0 o x 3 x 38.6 LAWN ;* 9/21/$7 g 2 $ x 42.� x x 44.3 `�� x 38. cw #Pfi667 6667, 2/24/89 2/24/89 2/24/89 43.4 x 43.8 �, 7254 I �H'7254 #P7254 22,522 S.F. RETAIL 0 1/200 113 SPACES x 39.8. x 38.3 38.3 m PIT #1 PIT #2 PIT x 41. 39.0 x 38.5 38.6 = ELEV. = 52.6 ELEV. _ 52.0 #3ELEV. 45.3 PIT #4 . PIT #5 PLUS 1 SPACE PER BUSINESS = 9 SPACES x LOAM SUB LOAM do ELEV. = 51.8 ELEV. = 52.8 % & B SOIL SUBSOIL LOAM do SUB SOIL TOTAL SPACES REQUIRED =_ 122 x 38.3 �./" z r -1.5 -1.5 -1.5 LOAM dt SUB SOIL LOAM SUB SOIL = . B. FND. LOTS' fso? & 3 o w _TOTAL SPACES PROVIDED 23 x 40.0 x 38.t N z 2 -2 I PARKING SPACES REQUIRED FOR THE HANDICAPED x 39.7 x 39.5 o SAND M 185,305 S.F, UPLAND TEST WE -3-4.5 PERK TEST TOTAL SPACES REQUIRED = 3y OF 122 = 4 SPACES x 37.9 �0 7,7102 S�F� WETLAND MEDIUM MEDIUM & MEDIUM TOTAL SPACES PROVIDED a 4 SPACES �. GRAVEL MEDIUM SAND . o. x 38.2 4,4 3 / TO COURSE TO COURSE SAND � AC, TOTAL SAND SAND & o_ -5.5 - GRAVEL BREAK OUT CALCULATIONS x 37.5 x 37.7 tz� GRAVEL , ,,A�� x 39.7_LAWN •'9'� 3 . SLOPE _ p x .:« :. 7 36.7 TEST WELL 8 9 , A- 7 RAVEL :. GRAVEL MEDIUM A-2 35.6 35.9 •7: h HEAVY DUTY CAST IRON FRAMES AND COVERS TO GRADE °. _ �-. x s :: ..... SAND _ _ s x :: Y... MEDIUM s. <., A 4 A S 34.8 DI M R5 °�+ ...:: :: � MEDIUM "„ x 4. ,5 TEST WE ... t SAND •„ . • WELL „ SAND ELEV. 51.00 3 .: F.G.- . 50 ,� , 5 -10 NO WATER -10 :NO WATER TOP OF R 5 :.,.:. 38.0 4.5 37.5 E a , 36.4 x , x L. 42.6 EL. _` 420 FOUNDATION A-1 "''.--'".', x R5 39.2 36.7 4: ...;.. 34.2 A-16 :.„ `.::.-12 NO WATER •• ' Y SYSTEM g5 34.2 .4 34.2 EL. 39.$ t F.G.- 48.0 + 1PE „t. 14 NO WA E' INV. •� 4+9 14 NO WATER - TER A-s 36.3 PERCOLATION a EL. 31.3 E 36,9 _ ER LATION RATE. EL. 38.8 11500 GA 48.00 � H: J A 15 4 pi ot` f 1 INCH IN 2 MINUTES OR LESS, , • INV. �, 46.40 ,� P,v.c. INv �a � x39.3 �"A-14 34.2 SITE PLAN ❑F' LAND 5 DIST. INV. - 47.60' 47.80 Ok 4 WATER ELEV. 10/06/87 = 3�4.43' 36d3g d 199 .5 x ' IN S �V SYSTEMS 1 & 3 �4e 34.2 WATER ELEV. 1 10 95 = 34.23' 34.2 39.3 '149"�' A-13 4.2 H YAN N I S loon .GAL. eox INV. .=4s.so' / / e ofj C • LEACH • OOd GAL. ► 10.00' `� , 37.6 - 37.1 e7.4 PIT V. *� 45.20 SEPTIC TANK a-�o - x % A-12 BARNSTABLE, MASS ' ZONE HB A-11i WITH 1'T0 4' << FOR •: :`� ZONE RD-1 4.2 4.2 SEE DESIGN �;� I CERTIFY THAT THE PROPOSED BUILDING BRISLANE LIMITED VENTURE .;• •; SET D. 60X ON 6' OEEP / .2 SHOWN HEREON COMPLYS"WITH THE SIDELINE FOR SYSTEM# CRUSHED STONE BASE• c ' � "" " AND SF.T BACK` REQUIREMENTS OF THE TOWN PLAN REALTY TRUST ��ti ads ti • OF ,• SuulvAN ��, �� wi�uAnn �" OF BARNSTABLE AND IS NOT LOCATED WITHIN SCALE: 1 = -30 80. 2�' <� c. r',rr THE FLOOD PLAIN. v • 3 4" `TO 1 1 2" :• `33 N Y E yr -SCALE: AS NOTED DATE: JAN. 17 ,1995 / / TYPICAL PROFILESHALLO ��j• �, T�° � o. 19334 ••' •• 1'/ of V,1J c`�� "y k` DATE: • Z� REV. ` MARCH 10,1 95 WASHED STONE EL. 39.20• �' GRAPHIC SCALE _ C 8.0' NO SCALE • 0 15 30 60 S v BAXTER & NYE INC, � ° ,; REGISTERED LAND SURVEYORS NOTE; ALL PIPING WI.THIN 10 OF A BUILDING TO BE CAST. IRON. � (A GREAT POND) • � . ALL COMPONENTS TO BE INSTALLED TO H-20-CAPACITY. CIVIL ENGINEERS DEED REFERENCE: RI D NOVICK BOOK 8779 PAGE 61. ❑STERVILLE, MASS, #94153-7 REVISIONS: 132 OAD ROUTE R YA NOUGH 1952 sTATE HIGHWAY LAYOUT 45 : 1 TAPER NO. DAT E 2 70' U.p # 150178 1. 3116189 REVISE WETLAND O.H.W.— CAPE LINE, REVISIONS PER SITE /00, MID 54 O.H.W___ — PLAN ,REVIEW. U.R #150180 NC E 270 ---O.H.W G C. BASIN ASSESSORS MAP: 253 ROUTE 6 2. 514189 REVISE ENTRA OF TAPER AND PARKING. U p #82 O.H.W PARCELS: /8— /., 2, 3 8 3. 5111189 ADD FIRE LANE C. BA SIN 97,00 9800 PARr OF /4 REVISE PARKING ,.............. -------- .......................... qjq.00 HATHAWA 6, LMS 95, 00 C. BA POND' 0 OF EDGE �'A VE x1S TING E REFERENCES: GRASS PA VEMEN 7 B.M. EL.=52.62t(N.G. VD.) X % - ISLAND TOP S. W CORNER OF MHBIEPLP SHALLbvJ 4rm ENT B RSE -40 EA P6NU : - P B. M. EL 49.7-9,(N.G V D,) POW ED IMPROVEMENTS IN THE ............ F R R SPIKE FND. THE PROPOS LAYOUT PENDING MASS. DPW 0 ROUTE132 MHBIEPLP ...... CL CURB CUT PERMIT. FND CIO S 62'17',37" E WEQUkUtf ........... 188-86' 13.6.f tAKE + 241.32' 24 1 6 1 24 13.8'-+ ,*T- EM NT P RVI OU EXIS TING ASPHALT PAVEMENfT LOCA 77ON MAP SCA - 1`-2O8J**+ 33 ap LE, pROPOSED SIGN To BE PARKING. AND 8 sp s GROUND WATER OVERLAY DISTRICT- WP UTILITY EASEMENT Ce I -C CONCRETE PAVEMENT REMOVED 6 15.194±S.E. FLOOD HAZARD ZONE PROJECT TITLE: BITUMINOUS 0) CONCREFE ( PANEL #250001 0005C) + + V) 2 s c.e 6\ ZONE; HB SE TBA CKS; CF) 26 v PA NT 3-STY POOL C) P RVI WOOD FRONT=100' + U.P COMMERCIAL BUILD. SIDE=JO'. (TO TA L) + APRON REAR=20' SITE PLAN 26 .00, OF LAND % I NO TE. 1.) THE PROPERTY LINE INFORMATION WAS COMPILED ha 11 N IN PAVEMENT FROM AVAILABLE PLANS OF RECORD AND FROM AN BITUMINOUS CONcRErE 4 ACTUAL SURVEY ON THE GROUND. 8 U3 (T YP) BARNSTABLE, C:) HC 2.) THE STRUCTURES SHOWN HEREON WERE LOCATED BY + 7m (CEN 7ER WLLE) 23 AN ON THE GROUND SURVEY ON OR BETWEEN 1211188 HC HC M 7M, ' Nlr FRANK R. MC DONOUGH A ND 12116188. HC M MASS, HC Cos 3.) THE TOPOGRAPHIC INFORMATIOM WAS OBTAINED BY AN 22 + ON THEGROUND SURVEY AND BY A PLAN PREPARED PREPARED FOR: -52� PREPA RED B Y BA X TER & N YE IN C., DA TED JUL Y1 4, 19 8 7, THE SHIELDS COMPANY Ch 0) �40 JOB NO. 8 710. 973 IYANOUGH ROAD 4 4.) THE DATUM USED 'IS THE NATIONAL GEODETIC VERTICAL H YA NNIS, MA SS. & (N.G. V 02601 3 V DAI TUM. (508) 7711—J400 (1-11 NrER --- H.C. R A M P BEIVCH C 5*) THE MA?K INFORMATION WAS OBTAINED FROM 7� '944�. pRopOSED OVERHANG-SIDEWALK' BELOW 7 F THE PLAN DESCRIBED IN NOTE J. -Z -A + Old 1 47' 3 0 0 24 Til t&O AREA CAL CUL A TIONS: 0 -;Cn1 0 zz� cp� The BSC Group -A S.F PROPOSED COMMERCIAL BUILDING 11.00, '.UPLAND AREA OF LOT 187,677 F_j EASEMENT = 15, 19 4 :L S.F _A—REA TOTAL UPLAND AREA = 20 2,8 7/ --t S.F 01-? RETAIL = 23, 760 S. F 3,300 S-F IMPERVIOUS AREA (BUILDING, OFFICE = 10, 9494, PAVEMENT ETC. ) =100,350 -:tS.E= 49.4% < 50 % TOTAL = 2 7,060 S.F 1011 ARE I A TO RETAIN ITS The BSC Group—qqpe Cod Inc. Madaket Place B12 8'-L--� STEPS L OA DING (7 YP) IVATURAL STATE= 63,880 ±:S.F=31.5 % >- 30% Rou te 28 HB AREA OF LOT COVERED PAVEMENT Mashpee, Mo. 02649 �_,T_U,,1N0_U5CONt�R_ETE BY BUILDING 33, 500 zt-S.F 17.9 % < 30% ONE LINE pROpOSED z (508) 477-2525 RD-1 NIF _P FRANK R. MC DONOUGH 0 0 loo, 7' Q) (JIA LQ 0 L I LLI :z Cb RENWICK Q) LOT 3 4 N 0 CHAPMAN 60 187,677+S.F. (4.30+AC.) UPLAND No, 276U Q/ LEGEND: 11,552+—S.F. (0.2 A—C.) WEILAND S T CONCRETE BOUND FOUND 199,229+S.F. (4.57+AC.) TOTAL R.R. SPIKE -FOUND EXISTING SEPTIC SYSTEM EXISPAIG CATCH BASIN WF' 14 (COIC tie) At U.P UTILITY POLE f k\ VF 4 10 385. "DESIGNER PL A CE 0.H.W OVERHEAD WIRE PARKING CALCULA TIONS: //UV/T pf AV9 LIMIT OF VEGETATED WEILAND —G- GAS LINE S .......................... N 72 PROPOSED 2 It CALIPER TREE WF#12 J,300 S.F OFFICE @ I/JOO = 11 SPA CES 23,760 S.F. RETAIL @ 11200 =119 SPACES 16 SEPERATE UNITS 16 SPA CES WF# /8 - — WE TL A ND FL A GS TOTAL REQUIRED = 146 TOTAL PROVIDED = 146 OWNER OF RECORD: Mr. Fronk R. McDonough HANDICAPPED REQUIRED 5 SPACES SCALE: 1 7-30' 0 31'. OF 146 = 5 SPA CES clo Rainbow Motel ;m� I I �,-,/ 11 - \,N� , *11 ", 1 .1� 01A TOTAL PROVIDED =5 SPA CES 0 15 30 45 60 FEET Hyannis, Mass. 02601 :�,r E0, q/ . "J�� - ? (�.G. , I�i .00, 1�1 op) TREES REQUIRED DATE- JANUARY 27, 1989 4) A\A or 118 SPA CES = 14618 19 TREES 24 TREES COMP/DESIGN.- tK 4�41 0�1 C. TOTAL PROVIDED SA.H./P.L`H.� * 4 - - R.B.C.1 WF#5 ;7� 45\A G�� FP'A?qK CHECK _C.F W WHI"nNG REPARED BY BSC DRAWN. G� No THIS DOCUMENT HAS BEEN P R.CH. L..H.G. 29869 WHICH HOLDS A COPYRIGHT THEREIN.COPYING .01 OF ANY SUBSTANTIAL PORTION OF A COPY- RIGHTED WORK WITHOUT PE FIELD- G.G.M. H.C. S. RMISSION OF THE N. 00 COPYRIGHT OWNER IS UNLAWFUL. Z ,z FILE NO: ?10P0 JJJ01PL2.DWG PROFESS10NAL LAND S_U_RVE DATE' C 1967 BSC DWG. NO- 1373 SH EET z OF JOB NO: J.330 1.00 1 OF 4 '0 C' U.p #15018 O.HA�--- M .- REVISIONS: NO, DATE 3116189 REVISE WETLAND LINE, REVISIONS PER SITE w--ri ----------OHW PLAN REVIEW. )H G C. BA SIN 2. 514189 REVISE ENTRANCE W_ G AND PARKING. W G C. RA qli\J' Lj.A -----------OH 3. 5111189 REVISE PARKING _____C. BA SIN LAYOUT 'bqTEt__#132- OAD .. . ...... . . R C. R Y—L.0.) ............ �=�A�SIN R11W PA VEWNT 49.96 .................................. ............ ExISTING -AfENT OVED REFERENCES: pA VE v. REM C. BA SIN B.M.,4.=52.62 (N.G. V D.) 2X6-'- GRASS ISLAND TEE TOP S.W. CORNER OF MHBIEPLP 12"PLUG PROPOSE 12 WATER a VALVE 0 D V&jv NTS IN THE THE PROPOSED IMPROVEME "PENDING MASS. DPW MHBIEPLP ROUTE132 LAYOUT FND 6"GATE VALVE CURB CUT PERMIT. 0 0 B.M. EL. 4,9. 79' (N.G. V D.) WEL L TOP OF R.R. SPIKE FND. 400 4 MArCH EXISTING EXISTING __4 ASPHALT E�ISRNG SEPT7CTANK VEMENT 14 /0' �a 00V R PA VEMEN T MANHOLEa COVER (TYP) (MIN) RN r__ EXI TING GREASE TRAP 7'0 BE PROJECTTITLE: TO BE REMOVED N L --I REMOVED.CONNECT INL E T 7 0 cONCRETE 77C TANK. T.P,02-- r ss SOLID CA TCH DI J—STY POOL BASIN(TYP). WOOD COMMERCIAL 44 INV APRON A' UTILITY PLAN do. 46- OF LAND rz BRING M,H.-8 COVERS 45 SEA�RESTAURANT 70\— MIN. TYP 4�j INV. 6RADE ON, TO RNISH BE REPL\4CED WITH OMCEIRETAIL CO- T-P-01 EXISTING SEPTIC SPA CE. IN Q/ SYSTEMI 05 z (0 ro MIN. �o BARNSTABLE, (j) lost (CEN 7ER ALE) m m (j) . 7 ti) -40 MASS, 6 0 4 NIF FRA Nk R. A4C DONOUGH PREPA RED FOR: r2 SYSTEM Z If 1 01 --sYSTEM THE SHIELDS COMPANY 00) 97J IYANOUGH ROAD R 0 4 H YA NNIS, MA SS. V 02601 (5018) 771-3400 -7� 330 " CAL CUL A rION fp�opo WACK BELOW ,0WRHAJYG--f'S1DE -A 1/ 0 5EDI 1435 G.PD. PROPOSED 4. 57 ACRES= 314 G.PD/A C. SYS 314 330 OK TO s1r P r77� 0 Z3 rE EXI�TING)SEPTIC Pl�--5 SYStEM" 4 ED (D [A. A A The 8SC Group C�A 55 MF X RLDING C ML 43k TES T PIT' # OP L's,52'.20 H 50 ID CATC BASIN(- 50 7he BSC Group—Cape Cod Inc. A P 4, Madaket Place B12 Route 28 t71B T �O Vo Mashpee, Ma. 02649 0 OVE ZONE NIF (508) 477-2525 RD—I A FRANIK R. MC DONOUGH iNV. 4 T 355 ---------- or 40 LLJ RE"WAI CHAPMAN N, 40 LEGEND: o CONCRETE BOUND FOUND A�/ R.R. SPIKE FOUND 0, —37 IC SYSTEM EXIS77NG SEPT g3 EXISTING CATCH BASIN CH BA SIN W, PROPOSED SOLID CAT "DESIGNER PL A CE U/T OUR \ro EXIST CONT PROP CONTOUR \44 PROP SPOT ELEVA TION _�O -7 6'X6'PIT W13'STONE SCALE: 1"--30' PROPOSED 0 15 30 45 60 FEET 8 MANHOLE, COVER TO FINISH GRADE 4 ry ONE PROPOSED 6X6'PIT W14'ST DATE: JANUARY 27, 1989 8 MANHOLE, COVER TOF7NISH GRADE 0 01A COMP/DESIGN: S.A.H. CH. WF 9 4 0�- 4 THIS DOCUMENT HAS BEEN PREPARED BY BSC, CHECK- - R.B.C./C.F. W. WE T1_A ND FL A GS F#5 o5\A \,O WHICH HOLDS A COPYRIGHT THEREIN.COPYING OF ANY SUBSTANTIAL PORTION OF A COPY- D RAWN- R.CH. / L.H. G. 005 RIGHTED WORK WITHOUT PERMISSION OF THE COPYRIGHT OWNER IS UNLAWFUL. FIELD: G.G.M.1J.H.C. JJJOIPL2.DWG 00 011 19817 8SC FILE NO. DWG. NO. IJ73 SHEET OF ZD H JOB NO- 33JO1.00 2 OF 4 ........------- REVISIONS: NO. DATE 1. 3116189 REVISED WETLAND J ►� H --OHW--- LINE , REVISIONS PER --- _____—OH 49 •,HµW- OH GH � � SITE PLAN REVIEW. G C. BASIN G— 2. 514189 REVISE ENTRANCE H C. "G = H H -0H H RI C. BASIN G _RIM EL 48. 5 AND PARKINGI C. BASIN H c ----- 98 00 3. 5/I I/89 REVISE PARKING v, RIM EL= 23. 12 0A D 9� O0 97 00 ---- I `95ORbUTE 132- LAYOUT. C. BASIN 94 00 ----- RIM = - - _STA tE-HI GHWA Y-L. �•�. � ® RIM EL= 49.96 TU B B.M.-_FL.=52.62'(N.G. V.D.) - PAVEMENT GRASS REMt V I9 REFERENCES: ,RIM EL =53.67 � � ti TOP S:W. CORNER OF MHB/EPLP �. ISLAND h � �� I��"lNE`JVT ,�• PROP OSE ED IMPROVEMENTS IN THE flE'Mf17ED PR --__ THE � ._ ROUTE 132 LAYOUT�•PENDING MASS. DPW o MHB/EPLP R .\ FND CURB CUT PERMIT. P \_ O yol� B.M. EL.=49. 79' (N.G. V.D.) TOP OF R.R. SPIKE FND.r s� PERVIOUS i PAVEMENT I ` • 5 — -- �) h�. �` r7 ..5�"'" hoo i EXISTING —---—— - 9• ,I - ---- ---- -- �j o h -- - - - - - -- -- ---- -- -` -- - --- g� I ASPHALT fi N o _ o `AAo` C� \ I PAVEMENT h rJ US \CONCRETE PAVEMENT p I� h g fir✓ BITUMINOUS uMI N 0 to v CONCRETE PROJECT TITLE: - -- o Ef?1/ p fi�ti � �• � � PA E' � r✓ Si � � ~S . PAVEMENT �� , f ++ � MENT o� PERVIOUS �_ 9.80 / H h °o M S S 3-STY POOL _ 'p ` �9 a Z-9 '� o , WOOD 50.70 Z si.7o � ce ei►{ o \ � COMMERCIAL BUILD. APRON moo, O GRADING PLAN OF LAND N h it Cot a4 70T� �1 1 6RIµ h0 {�0•Qo� � t� �O '' N Lea` / e kI \` T.P. �� t ` o IN MANHOLE?T-YPJ._ 1 , C) BARNS TABLE, h Q ` �, \ ir• i-COVER • • / / i 1 Z U �, � � \ •-.-.._ ,, �o . __��_:� • r..._ . � � I 1 I = rn z (CENTERVILLE) Z MA SS. m 51 'ri Do p ! ° q' v \ yo p'�'' 0 yob / ;/J 9 , I FRANK R. MC DONOUGH PREPARED FOR: --..., 5 `�` 06. / \ t ` Nip o / i �' M,._/ j�cD f ;,o' 1 ,' N0o S THE SHIELDS COMPANY ��: + . r \ gP 973 IYANOUGH ROAD o c°B R'Nt L� �� \� �,►•po�Ga ! I 6� / ,= - / �, i o ('j I HYANNIS, MASS 02607 �• 0 c S r h ° --'� Z. -----�-=--- - j 1 (508) 771-3400 -A J -Z c�f�� `' `S? � / PROPOSED,t9GERHANG'�SIDEWALK B E L = ~52 I0 V . r GIx / f _ OP S`�EDI-C6MMERCIAC jB DING � �� r' up r - /� The BSC Group �'' 2•°°-L `\`\ _� `�_ 1 N 1 � 00 R -'`Et.E�52 0 -! i',,-,,:,---•-_..._.____-_____ �_ T-3 i � 50 The BS_ C Group-Cape Cod Inc. `,/ � ' Madaket Place B12 -- _ f q,' ��---.r fin !- __,� / ,, / 1 o u e 1 HB -- = :—,'�__' -i / hG -- �04 - --;' ,/` ,' t o R t 28 E LINE -r _ \} -y- i r( • o �� ` -' ' g P�fVEMENT • ems, o�� ;{ o Mashpee, Ma. 02649 ZONE ,a-� - 4 / 00 P40 b � 1Tu NOUS� S NIF 1 .•� - Ga _ J f -V FRA4NK R. MC DONOUGH _ i I .ter..... OF / dews -- -35 STAKED HAYBALES I ( -- , . S tr of b - � F1WtC yGi O L �- 0 ICJ CHAPMAM LEGEND • MAL � y � � � rp .�s 8T¢• Get. o CONCRETE BOUND FOUND �0 p R.R. SPIKE FOUND i �' _ '.\ �.. / fi 1 / -�• G��-- -.K. Us EXISTING SEPTIC SYSTEM ® EXISTING CA TCH BASIN 14 • PROPOSED CATCH BASIN i r 5 %c� -� \ \ i 1 �� P o° PROPOSED SPOT ELEVATIONS wF #, TMIT �` ' F13 -�F �` .WF# �G \ ' r JC,�� "DESIGNER PLACE" ✓' \ LIMI T OF VE(GETA TED WETLAND — — 40- - EXISTING ELEVATIONS `` ,-- •-� WF12 n PROPOSED ELEVATIONS \ _--' PROPOSED SPOT ELEVATIONS 5 0 6 TC TOP CURB BC= BOTTOM CURB /' _ . r 30 SCALE, • MANHOL E LOCA TONS l T YPJ O '" ,r , \ \ 6 \ t I f PO �� 0 F 1 / \ \� `\ / 1 G J FEET W /8 1 --�-►- WETLAND FLAGS �\ \ ---38 /""�' 8 `AI �� l 3 2 v, JANDA \ / 5I O P� 0� DATE: PJ1 COMP./DESIGN: m \, �WF�5 {^•� �1 CjI` Cj` i L� THIS DOCUMENT HAS BEEN PREPARED BY BSC, cD 1 �. Ir % L O WHICH HOLDS A COPYRIGHT THEREIN.COPYING CHECK. N i �\ \� __.._.. _-36 AEG 5\A ( ! H.O � � k �� `� S`�� OF ANY SUBSTANTIAL PORTION OF A COPY- DRAWN: �L•H. G. I _ J-' 8 FIELD: ' COPYRIGHT OWNER SOUNLAWFULS10N OF THE --35 'r 'ND P� � 0 R0.01 C 1987 Bsc FILE NO: Z P OF DWG. NO: SHEET m JOB NO. OU '3 OF 4 T T- SOIL TEST PIT DATA: INDICATES INDICATES SEPTIC TANK DETAIL: 1500 GALLON DISTRIBUTION BOX DETAIL: LEACHING PIT . DETAIL: PERC. OBSERVED NOT TO SCALE V`1y\l TEST� GROUNDWATER NOT TO SCALE NOT TO SCALE • 9 MANHOLE COVER 7254 A NOTES: I. SEPTIC TANK SHALL 8E STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON OR II N®. OF OUTLETS. TP TP # Z TP '`t3 TP "'4- REINFORCED CONCRETE. �s-- 30 � PAVEMENT GRD. EL. 5Z_S GRD. EL. 52.2 GRD. EL. ¢5 GRD. EL. 5Z D 2. SEPTIC TANK TO WITHSTAND H-20 LOADING. NOTESt /C; 1 , ; , , - I I ( SCHE4 �40 PVC. TEES TO BE CENTERED UNDER BROUGHT TO FINISH GRADE i MANHOLE COVER, I. DIST. BOX TO WITHSTAND H-20 LOADING. 2 MIN.OF 1/e I I R GW. EL. _-_. GW. EL. GW. EL. - GW. EL. I I TO t/2., 12"MIN. \FILL ?bP > ToP TOP it I FsRECAST STONE TOP f i WASHED SU85o/L SclBSO/L 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER 30 I 015E I I ; %- moo p 51.3 •50.7 SUBSO/L 44.o S/lBSO/G � � / I r- ,_.. � � �p �- � /•5 /S /•5 CONSTRUCTION TO BE WATERTIGHT. BNoucNT To FINISH GRADE BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF r: ) a, - - EO/U /1'rF0 U 'AEG/U 2, I INLET.PIPE EXCEEDS O.OB FT./FT. OR IN PVC INLET PIPE /f1 / A{ ♦►'! M L--- J PUMPED SYSTEM. r o�5°0° '• ❑ C= 'fl t= c� I� n o 0 . f CoA.es� COARrS� :5.4A1D 3' II o ` - GENERAL NOTES: PLIZG. I I -O I2"MIN. r-y--- oR - I y �� ?\ LEACHING PIT TO COVER 3. FIRST TWO FEET OF -PIPE OUT OF DIST = .r SA,tlo Sf7♦tIIJ >� �.. �T r_1 BOX TO BE LAID LEVEL. a a �oV a WITHSTAND H-20 LOADING. / + PLAN VIEW W a L7 1� [� C� t= co b 4 I. THIS PLAN IS FOR DESIGN AND /+RAVEL MANHOLE COVER o om °°U o� -A REMOVEABLE-� `PRECAST` Q CONSTRUCTION OF THE SEWAGE 4.$• mF_v1U(A NONMAL WATER LEVEL BROUGHT TO FINISH GRADE " �� _ 3. It -� COVER W 3/4 TO 1-1/2 0 Cn o rM =1 CM CO c, ❑ DISPOSAL, DRAINAGE AND PARKING SAIuD ,- - - - -- - - - - - - - - - - - - I -6 > 5 5• 1.3 6' - �� ,, 6 / D UBLE LEACHING PIT o FACILITY ONLY. 4�•2 C�12A✓9L I I I -8 LU 2. O t 1 y PROVIDEtH . ►: SAONE ❑ c EM t= � C= C3 n ❑ o� o, ALLtCONSTRUCTION METHODS AND INLET TEE WATERTI w (no finest �j8 MATERIALS SHALL CONFORM TOMASS. / JOINTS( L. :`.I t► 4 CI C3 I= C3 co td o d J� D.E.O.E. TITLE 5 AND LOCAL B AR, - . PRECAST I. - 0D 7 i4-0 MIN. OUTLET 6 1 SEE (.• 1 D bSEPTIC r , n • . ., I . OF HEALTH REGULATIONS. ,/ a, L. . LIQUID DEPT„ TEE :, NOTE Y i� /RRPEL - TANK - I 6 -0 4 INr 1 I I b C7 1� [� .© L7 Q C7 II o 36.5 a + ' 3. ALL PIPES LOCATED UNDER PAVEMENT • � ) 4 OUTLET I � 4 `i ' `� OR TRAVELED WAY SHALL BE 1I2 _ / \0 0 �� SCHEDULE 40 OR EQUAL. ,+f'EO/L/ivl L - - - - - - - - - � - - -� L-------^-J VARIES I VARIES 4z.8 42.2 -BOTTOM ON /O� /O SgAIO 41!0 BOTTOM ON LEVEL STABLE BASE O:�9oD _ V�' .�'� �o� LEVEL STABLE VARIES EE PLAN ) A.le `(/ATF_7¢ itlO `(/ATE i11.. I. D •P PLAN VIEW "rr'rr CROSS-SECTION VIEW � r�� CROSS-SECTION '" ' s✓�/ BASE /4� /Zr CROSS-SECTION { A/O ATE A/O ATER� DATE DA TE:E DATE: DATE: 912/�_8-7 914167 ;Z Z¢ /89 Z/Z¢�s9 INVERT ELEVATIONS: INVERT ELEVATIONS: INVERT ELEVATIONS: TEST BY: TEST BY: TEST BY: TEST BY: °J el SYSTEM # I SYSTEM *1* 2 SYSTEM # 3 F- W 9.,00 ST��/E�l �i9�s 1-�Z INVERT AT BUILDING `� __49.�00 48.00 iG�q�G L�,�li�.c! ��'�[!L-__. Z�•tl�.c/ �T--�j ,�A�IS INVERT AT BUILDING INVERT AT BUILDING $' HEAVY DUTY PROjtC i l WITNESSED BY WITNESSED BY: WITNESSED BY: WITNESSED BY: FRAME AND GRATE "t-' -- INVERT AT SEPTIC TANK(in) 4 S'�O 48.60 47. 80 INVERT AT SEP TIC TANK(in) INVERT AT SEPTIC TANK(in) 4�iee OUNN// E . _Ou�clNiE--- 1�w. li l��e Ii.�� 48.35 48. 35 47 55 _ _._ __ ____ _ 24« ANK(oLlt) _- INVERT AT SEPTIC TANK(out) _ INVERT AT SEPTIC TANK(out)'P'! - INVERT AT SEPTIC T PERC.. RATE. PERC. RATE: PERC. RATE: PERC. RATE. FRAME TO Be SET F----( INVERT AT DIST. BOX(in) 49.25 INVERT AT DIIST. BOX(in) 4S.ZS INVERT AT DIST. BOX(in) 47 ¢5 SEIyYAGE DISPOSAL MIN./INCH 2 MIN./INCH _� MIN./INCH 2 MIN./INCH IN FULL BED of 4$-O 8 4S .08 47 28 MORTAR ._,.. INVERT AT DIST. BOX(Out) INVERT AT DIIST. BOX(Out) _ INVERT AT DIST. BOX(out) SYSTEM DESIGN 1_" CUP -� �Y"GYP --i TO LEACH PIT, MANHOLE - - INVERT AT LEACHING PIT 47.98 INVERT AT LEACHING PIT 47, 98 .. INVERT AT -LEACHING PIT _47: 18 (2' OR NEADWALL - CONNECTOR TO MORTAR AND •% - SOIL TEST PIT DATA, INDICATES INDICATES cMP LBO ALL BOTTOM OF LEACHING PIT 41. 9a BOTTOM OF (LEACHING PIT 4-1.98 @OTTOM OF LEACHING PIT 41 . 18 OTHER CATCH S/TE DETA/LS PERC. -�_ GROUNDWATER ED BASINS ,IOINTs U.S.G. S. MAXIMUM GROUND U.S-G S. MAXIMUM GROUND U.S.G.S. MAXIMUM GROUND �# 7ZS�• TEST GROUNDWATER 3-0 SUMP � IMIK) PRECAST CATCH - TP � 5 TP .' TP TP BASINS ,..: SOLID BOTTOM WATER ELEVATION WATER ELEVATION WATER ELEVATION GRD. EL. _-'�3 0 GRD. EL.____�_____ GRD. EL. GRD. EL. 6"DIA. OBSERVED GROUNDWATER OBSERVED GROUNDWATER OBSERVED GROUNDWATER GW. EL. GW. EL. GW. EL. GW. EL. ELEVATION ELEVATION ELEVATION, NOTES: TOP 1. STRUCTURES TO BE DESIGNED FOR H-20 LOADING. Z/ S/.o 2. COVERS AND GRATES TO BE ADJUSTED TO FINIS„ GRADE WITH BRICK LEVELING COURSES. E [J _ ; AI D/ N( TYPICAL SOLID CATCH BASIN SAA<O - NO SCALE - �2A✓E[- `7 HEAVY mUTY MANHOLE COVER .-_ PREPARED FOR.• TO FINISH GRADE s a E w a L K THE SHIELDS COMPANY PRECNST,,EXTENStON .RINGS p ,/�//� �+ p OR BRICK Awo..MORTAR 973 /YANOUGH ROAD ¢5.o 'POET. �� HYANN/S, MASS. • 4•PEASTONE � 0260/ /EO/LI/K ; t. .i•. t .-....::. FILTER /►'( FROM --•- Ir TO OTHER PIT --.+laJ cwv S (SG�J 77/-3400 CATCH ASI • . ' �A/JO U Q` B N S . ..,° LEVEL -_- DESIGN CRITERIA. DESIGN CRITERIA. DESIGN CRITERIA: 0 WEEPHOLEs� .,o . 3/4 -1-1/2" wASHEO N V) ° .. (TYP) .. : (D STONE' DESIGN FLOW: DESIGN FLOW: DESIGN FLOW: 39 O Is �° „ I PRECAST LEACHING 7 /O SF RETAIL X 5 PO /oo S� D o SF REF77//_L x 5 PO ° /00 SF t /O / x __�7--___�__ .`$8 ._._�'� SETA G �._3PO�/oo SF ♦t!o ATFie, ° � PIT _ � � DATE:- DATE: DATE: DATE: TEST BY: TEST BY: TEST BY: TEST BY: 2• 4 2 I The BSC Group 6 DIA, REQUIRED SEPTIC TANK: STEP•5/�l r`t�4fIS MAN. RAMP MIN. REQUIRED SEPTIC TANK: REQUIRED .SEPTIC TANK: VARIES ( SEE PLAN ® � a® WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: HANDICAPPED RAMP DETAIL .395 x /Sd 593 GAL. 5 99 yC /50 %O '- 899 _ _ _ - - GAL,, 440. 5 /50 0 - (o!o/ GAL. - NO SCALE TYPICAL DRAINAGE PIT SEPTIC TANK PROVIDED: - / Soo GAL. SEPTIC TANK PROVIDED: - /Soo GAL. SEPTIC TANK PROVIDED. - /�0O GAL. PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: CL - NO SCALE - - Z MIN./INCH MIN./INCH MIN./INCH MIN./INCH • SIZE OF LEACHING FACILITY REQUIRED: SIZE OF LEACHING FACILITY REQUIRED: SIZE OF LEACHING FACILITY REQUIRED: Cod Inc The BSC Group-Cape DESIGN PERC.RATE �?-------- _ _ MINJMdCH NPR . RATE _ -�= 2 ---- _. MINJ�ICH DE PERC. RATE: _ < Z J2, DESKS E C _ DESIGN 9, 2 4' 19' _..- _ MIJNCN 3 9 5". S c,Po -CAPf/e r---- --- 5 9 PO c;v/o AC/�►- - o , 5 ,o �P.qC/r Rue 28 Place B12 9 <:5 -_ - -- �j PARKING SPACE DRIVEWAY PARKING SPACE � - � � MaShpee (VIA SLOPE - ---- - - 02649 1"COMPACTED TYPE I-1 BITUMIMIU3 CONCRf CONCRETE -�- 1/4' PER FOOT(TY(P) MIN, 12" COMPACTED BINDING GRAVEL ,t 50U 477 2525 MIN, 12" COMPACTED .....NIN GRAVEL WELL DRAINED NON-FROST I SUSCEPTIBLE MATERIAL CATCH BASIN CATCH BASIN SIZE OF LEACHING FACILITY PROVIDED: SIZE OF LEACHING FACILITY PROVIDED: SIZE OF LEACHING FACILITY PROVIDED:. SEE TYPICAL DETAIL SEE TYPICAL DETAIL I / i / O E- ' i ♦ ♦ ♦ i ro .DEEP )<r'o U A P/T jl//2 ST N !o DEEP �c (o D/A. PIT' /1/ .3_STt�t/E G ,DEEJ� �C G 17/A . PIT 2 STO�e TYPICAL PARKING AND DRIVEWAY Y 4" POUROUS ASPHALT COURSE S/DE 5 /78 SF .0 Z•5 = 4 5, 4 PD ' S/I7E5 0/4 SF- ,c 2.S = S3¢ 4PO S/DES /08 SF AC Z.S = 44S qPO tN OF A 1/2"-3/4" AGGREGATE CROSS - SECTION A{ 79 SF /•O = 7 PO. - / 8o rro x 9 4 BBo7rowf f 33 -Sr x /.A _ . / / 3 PD 460 TO/i l - ?"9 SF >< /• pv ot�' RENWICK - NO SCALE - ;S ENWIL B, .. a ca HAPAAANF w �/�/ �/�/\/ �/ V TOTAL 257 SF 524- PD TOTAL .7 7 SF- - (047 PD- f TOT.9L 057 SF 52¢ 4� � C /� /\ /� /� J� x x x x x 2 FILTER COURSE 4 / 3/4" WASHED STONE - - -__ _ l .��Mo-21 �0�� NOTEt VALVES AND HYDRANTS �� C TO OPEN COUNTER 5 Z¢ �! 9S.5 0 K 64-7 7 S 99 . Off. S Z 4 T 44a. S O>�, �`IS/OX L Egypt. CLOCKWISE .-.-- //� //� 7 / /• /� 6" RESERVOIR COURSE WATER MAW I •+••. ooe 1-1/2" WASHED STONE VARIES ' A0 HYDRANT TO BE ADJUSTED •� FILTER FABRIC I ROTATE HYDRANT --► I TO GRADE AS REOUtRED, ^,�/-r� AS REQUIRED Q ROTATE AS NECESSARY , .1 JL GROUND- MUST BE CLEAN �. EXISTING GRO /^' SAND LAYER WITH PERCOLATION I •- F FINISGRADE ` / ` RATE OF 2 AIIN./!N. OR LESS. - • ] 0 FINISH GRADE H ,f J_,A C _, PERVIOUS PAVEMENT SECTION ! ! I I � 0 A A T B_ _ JUS LE NO SCALE ! VALVE BOX I b o ADJUSTABLE VALVE Box TYPICAL BEND ! I AS REOUIRED, BUT NOT NO SCALE CONCRETE I I LESS THAN 5'-0' BACKING AGAINST o UNDISTURBED SCALE NONE 6•GATE VALVE o M A T E R I A L 1 •'• ! CONCRETE BACKING GATE VALVE -_---- .�. ._ ,_ AGAINST UNDISTURBED 0 FEET MATERIAL TABLE OF BEARING AREAS IN SOUARE FEET AGAINST CONCRETE BACKING I UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS DAIT JAIVUARY 27, 1989 AGAINST UNDISTURBED I FLAT STONE OR CONCRETE , MATERIAL TEE CONNECTION PROVIDE 4 CU.FT.SCREENED GRAVEL SIZE OF 45• TEES EI 22 I/2• - --- -- COMP DESIGN S.A. H. /R.L/H. OR GRAVEL BACKFILL TO AT LEAST 61 MAIN (IN ) BEND PLUGS CONCRETE SUPPORT F r. ABOVE DRAIN HOLES �� • C H E C K: R.B.C. /C. F. W THIS DOCUMENT HAS BEEN PREPARED BY BSC. • + / N 8 & LESS 8 10 B _ WHICH HOLDSACOPYAIGHTTHEREIN.COPYING DRAWN: R. L H. OF ANY SUBSTANTIAL PORTION OF A COPY- HYDRANT �'�/ I�' \� �/[' r 10• dll 12• 22 Ifi 13 UNDISTURBED MATERIAL • RIGHTED WORK WITHOUT PERMISSION OF THE TYPICAL H I D R A I VT AND VALVE DETAIL �, FIELD: D. �7.M. /✓.H.C. TYPICAL GATE VALVE COPYRIGHT OWNER IS UNLAWFUL 11 1. RESTRAINED JOINT HYDRANT .TEE ,. � ' FILE N0. 3330/PL2.OWG CONCRETE BACKING FOR WATER PIPE NO SCALE TYPICAL TEE Z -C 198989c , _No SCALE � DWG. N0 /373- SHEET NO SCALE -JOB N0. 3 330/.DO F - - _ 4 0 4