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HomeMy WebLinkAbout0035 STRAWBERRY HILL ROAD - Health i 35 Strawberry Hill Road Centerville F/R 246 037 i No. 42101/3 ORS. 3 ESSELTE I 10% O O C O F � Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. CitylTown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When filling out forms A. General Information ��t►unnnr+u on the computer, L�N OF Mgss use only the tab 1 Inspector: ��` � q '% . key to move your a p=r• '•.yG cursor-do not JamesD.Sears ? JAMES use the return — key. Name of Inspector ;• ;r„ CapewideEnterprises,LLC �,•,o o •��_ "IL�1 Company Name S'''--Pf T1 153 Commercial Street ''��i���+5r 1 N SpE\```\��� Company Address low I Mashpee MA 02649 Cltyrrown State Zip Code 508-477-8877 S 1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 16.000). The system: ® Passes ❑ Conditionally Passes ❑ Fei 1p s ❑ Needs Further Evaluation by the Local Approving Authority zi 7-10-14 �o spector's Signature Date CIO The system inspector shall submit a copy of this inspection report to the App oving Authority bard of Health or DEP)within 30 days of completing this inspection. If the system s a shared-syste'ni or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. st5ins•3/13- Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Flame information is required for every Centerville MA 02632 7-8-14 page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Note: System has a pump chamber. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. "A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 t Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments , 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or''a salt marsh t5ins 3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 r r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or = clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in amosliml is less than 6" below invert or available volume is less than M.day flow &4 t?y/N 0 t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ' 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Citylrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were,the septic tank manholes uncovered opened, and the interior of the tank P P , inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. City/Town State Zip Code Date of Inspection D. System Information Description: The system is a 1500 Gal. Tank D. Box field and pump chamber. Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2012-87,000Gals g ( y 9 (gp ))" 2013-67,000 Gal's Detail: Sump pump? ❑ Yes ® No Last date of occupancy: Present Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owners Name information is required for every Centerville MA 02632 7-8-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): I General Information 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: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 2004 Permit#2004-322 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 16"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. Septic Tank(locate on site plan): 5" Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 Gal.Precast H-10 1„ Sludge depth: t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form R Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 29" Scum thickness 0" Distance from top of scum to top of outlet tee or baffle 8" Distance from bottom of scum to bottom of outlet tee or baffle 18" How were dimensions determined? Asbuilt-Tape-Plan Sludge 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 and covers at 5" below grade. In and outlet tee's. No sign of leakage or over loading. 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 t5iris•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Tifle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .�' 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 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"x 16"-1' below grade. Box is clean and solid w/three lines out. No sign of over loading or solid carry over. Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: ® Yes ❑ No* Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): Pump chamber is precast w/steel cover at 2".Chamber is clean. Pump and alarm working one pump. *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ' 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 1 45' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching is a three pipe field. 45' long w/vent,camera out line's. Pipeing is clean. No sign of over loading or solid carry over. No sign of holding water. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow - ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M ' 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments •�'` 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owners Name information is required for every Centerville MA 02632 7-8-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 13 v�N-r t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 6'-8"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: 6-13-02 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 6-13-02 no G.W. at 6'-8". T.H. in rear of house. Note: Field in front higher area. Per plan bottom of leaching 4'above high G.W. Elev. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Tit le e 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 35 Strawberry Hill Road Property Address Maureen Doherty Owner Owner's Name information is required for every Centerville MA 02632 7-8-14 page. CityrTown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Erik 18764 Ps 116 -50894 NFIRMATORY QUITCLAIM DEED I, MICHAEL C. CAREY, OF 279 Prospect Street, South Easton, Massachusetts, for consideration paid, and in full consideration of ONE ($1.00) DOLLAR grant to FREDERICK J. DOHERTY and MAUREEN A. DOHERTY, BOTH OF 560 Bay Road, South Easton, Massachusetts, as Husband and Wife, Tenants-By-Entirety With quitclaim covenants: LOT 1 As shown on Subdivision Plan of Land in West Hyannis Port, Mass., as surveyed for Walter E. and Anni G. Dunne, Scale 1 in=40 ft, September 27, 1967,Nelson Bearse— Richard Law, Surveyors,Centerville. Recorded in Barnstable County Registry of Deeds in Plan Book 215, Page 87. Containing 11, 190 square feet, more or less. For my title see deed recorded in Barnstable County Registry of Deeds in Book 10504, Page 56. This Confirmatory Deed corrects and confirms Deed recorded with the Barnstable Registry of Deeds at Book 18562, Page 290 to add the restriction set forth below. No more than (3) bedrooms maximum are authorized at this property. Witness my hand and seal this June 21,2004. it ess Mich el C. Carey COMMONWEALTH OF MASSACHUSETTS Bristol ss: June 21, 2004 On this 21 st day of June, 2004, before me, the undersigned notary public, personally appeared MICHAEL C. CAREY, proved to me through satisfactory evidence of identification, which was �Z to be the person whose name is signed on the prec ding or attach d document, and acknowledged to me that he signed it voluntarily for its stated purpose. N%otary Public: MAUREEOHERTY Nolic 14DWCOmmiS�,:nExOresMay22,21009 Commonweaassachus Town of Barnstable RA 'ABi�', Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Mr. Michael Carey May 24, 2004 c/o Bristol Builders 34 Plymouth Street Mansfield, MA 02048 Dear Mr. Carey, You are granted conditional variances to construct an onsite sewage disposal system at 35 Strawberry Hill Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.212 (b): The leaching facility will be located four (4) feet above the maximum adjusted groundwater table elevation, in lieu of the five (5) feet minimum vertical separation distance required. 310 CMR 15.405 (1) (b): The leaching facility will be located ten (10) feet away from the foundation wall, in lieu of the twenty (20) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. The wall located between two of the existing four bedrooms shall be removed, as proposed by the applicant. CareySchofieldVariance (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated April 26, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated April 26, 2004. It is the opinion of this Board that the proposed new soil absorption system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin c rely your , Wayn Miller, M.D. Chair an cc: Laura Schofield CareyS chofieldV ariance I C � r - I m 75 gUj J V W }M� o y N O V F7, C- ----J �--L-- i z z � ss 2 NSW G sEr P>Ei7RC�M �� A-1T1 G s'rbR�G E - ►a�M NEW �( Ar v � New CAA2ser rI z NEW G•wo/ I l v G T ��CoND FLAN NOT TO ScA LE �3b STFA !BERRY H11•L ROA-P Zt1=� Y 1$�.� New G•w-a. VINING Roots NE-W G•wS f cARf'ET uP a ►-I'VING ROOM I .� I , � l r, 1 f o.w- v.�.r. ( I I ( rA 00 o r.. -- V.C.T. -TO ILET FLOOR n 3s s�z�W �I W FLAW ROAP GEI�h�RYIU.�,Mq. N 0 NEW ISEE AlrI G •i NEW �4Ti•-} � NEW cl.oSET o �1 z NEW G.W,B!I v G T NOT To SCALE i I GYM 3 _ II NoTiE�� ,t I. -�3b STRAw13F--::RRv �tI ROAP CGOTERVI t,l,r--, MA. .F N OT.6 TOWN OF BARNSTABLE 6._, LOCATION - -�— s'h�aberrvV SEWAGE #9W — 3a VILLAGE ASSESSOR'S MAP & LOT ��° INSTALLER'S NAME&PHONE NO. Pyre SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) / l NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or withi"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 MAP NO. LOT- NO. 's, D 7 ADDRESS 1-4gw,ge�.` 014NERS NAME: SEWAGE PERMIT NO. :®cy-,2)- NEW: REPAIR: DATE ISSUED: DATE INSTALLED: INSTALLERS NAME : INSTALLATION OF:pix,, WATER TABLE: FINAL INSPECTION BY: DRAWING OF INSTALLATION ON REVERSE SIDE: I C; „ No. / �p cjLrc. Fee THE COMMONWEALTH OF MASSACHUSETTS - Entered in computer: 1, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for 30igPloo r *pgtem Construction Permit Application for a Permit to Construct( )Repair( pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3E S�2ga� TAf MWXA� a Owner's Name,Address and Tel.No. 3,4 PLYAU rtl `r v alvM«n•N � Assessor's Map/Parcel 2-4& r 0 3� µA j S p%f L-D MA. 5«? 33 _10 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ��15q GX 'Sc.4 0FJT:yp Sawa-1sk, Cog . C, G >`3 5 —Zc�� Type of Building: Dwelling No.of Bedrooms-- Lot Size 172 9 0 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 333 gallons. Plan Date .Y-ZG -014 Number of sheets 2- Revision Date Title Size of Septic Tank Type of S.A.S. LF.A" F l r-LL ) Description of Soil 5t t�A�S Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y this B Signed a Date ®d�,o �� Application Approved by Date Application Disapproved for the following reason 4 on en Permit No. � Date Issued -- Fee,._ THE COMM©NWEALTH OF MASSACHUSETTS Enterea,in computer: Y PUBLIC HEALTH DIVISION.X TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for 10!6 r stem ConotructionPermit,", ,Application for a Permit to Construct( )Repair(440pgrade( °)Abandon( ) ❑Complete System El Individual Components Location Address or Lot No.3E '5M Li vw a') 9 Qy 11 t�4. 2 a Owner's Name,Address and Tel.No. rynj'f/J�I�I M141-AC-A#_ ° Y Assessor's Map/Parcel Z O -� �.Sc, /fled`f' 3y PwM[xrrN HAw► S r-tt4� t�tA . 508 339-7&/(, Installer's Nam ddress and Tel. o.`,w Designer's Name,Address and Tel.No. 1 4f A tjA 1 107— 5C_%AQFli:_J Q, ijfLGfFIz.�. C>T . C, C, t33 3o,aa0t.W iL�I C2 At,P3L-fLf,t, MW,e c>;L,L_'1`Aws OP,) ZZS - ZO9 F Type of)3uildings" Y Dwelling No.of Bedrooms 3 Lot Size /h/9 o sq.ft. Garbage Grinder( ) Other Type of Building-- ....__. No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33 per day. Calculated daily flow 333 gallons. Plan Date W"ZG - c>14 Number..of-sheets Z Revision Date Titlef r Size of Septic Tank' c. 1 /5ao Type of S.A.S. w� Description of Soil 5 A 1J S E Y Nature of Repairs or Alter:.ations•(Answer when applicable) t /9 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system i�; in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this Board of-Mal h. i Signed Q 1-1) Date °��� V v Application Approved by Date Application Disapproved-for the following reason t k Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed (k ) Repaired ( ) Upgraded( ) Abandoned( by V-SAD r at 5 f!2',- X E"V (I 11 c/ has been construc ed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �`���3'� dated in 'accordance l� Installer Designer The issuance o th' pe it shall not be construed as a guarantee that th�syste wil func ion as des., ed. Date ) !r Inspecto P\,, ^'2Y• --------------- - ---- -- i No.— —— ���_ _ _ ;....,.�,_• Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpool *pgte Xongtr.uction Permit Permission is hereby gran ed to Cott SM t(�y_/)p Repair )Up-grad�e�`( )Aband n( W �/'"� -7� System located 1 Y -- s ti and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Condo do ,must bye completed within three years of the date of thisrerMit. ' Date: ' Approved by 1� , ) \ 1 TOWN OF BARNSTABLE 6�— n LOCATION ' �' V SEWAGE # VILLAGE r'" Q ASSESSOR'S MAP a: LOT�Y6� a� INSTALLER'S NA,4NE&PHONE NO., f*e Vr SEPTIC TANK CAPACITY. 1'4 $ LEACHING FACILITY: (type) (size) 1h NO.OF BEDROOMS BUILDER OR OWNER 'PERMITDATE: 0 COMPLIANCE DA Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or w00 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlarMs exist Feet within,300 feet of leaching facility) Furnished by 1 A -,r t3 e,- i( l� Town of Barnstable STABIE : Regulatory Services NA v� 039. �0� Thomas F. Geder�Director AIFD��A Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 DATE: /I/ov NUMBER OF PAGES TO FOLLOW: / TO: c"c L4,e j FROM: y PHONE: PHONE: (508)862-4644 FAX PHONE: L/U _ J S FAX PHONE: (508)790-6304 cc: NOTESICOMMENTS: David W.Stanton,R.S. `pF IMF Health Inspector • BARNSTABLE, Town of Barnstable v MA"• g Department of Regulatory Services t67 q. �d �EOM��o PUBLIC HEALTH DIVISION Office Hours: 200 Main Street,Hyannis,MA 02601 8:00-9:30 a.m.Daily TEL:(508)862-4644 1:00-2:00 p.m.Daily FAX(508)790-6304 e-mail:david.stanton@town.barnstable.ma.us Q:MALTH\Fax Form.doc II No. / ' Fee vVY D THE COMMONWEALTH OF MASSACHUSETTS En"in omputer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSETTS application for Migpog f *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair(:��pgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No.39 S1Rpv $ Qy p t VZ O. Owner's Name,Address and Tel.No. Assessor'sMap/Parcel 24Ip r 03� I v►�' Q S F '�TMA. 520 3 —761 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ,OAS TtMF, 15040,fIJEJ-0 BrZA Fib, pT. C.G 63 aoFliLpLv tCctu� c-r>-A"%T.V.Ri 44WY cip-LiEAv-s M-A_Pvo L-1 QA 59�8 -ZO9 Type of Building: Dwelling No.of Bedrooms_3 Lot Size /I,/9 o sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow 33 Q - gallons per day. Calculated daily flow 333 gallons. Plan Date .Y-Z6-64 Number of sheets 2- Revision Date Title Size of Septic Tank /Soo Type of S.A.S. LP—Ai-Ai Ft',c-t_D Description of Soil 5L-ra PUAN-S Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Signed Date Application Approved by Date Application Disapproved for the following reason Permit No. Date Issued =A%k. 6l.1eL1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CE ,that the On-site Sewage Disposal System Constructed(k Repaired( )Upgraded( ) Abandoned( A. ro at w has been constructed in accordance with the provisions of Title 5 andthe for Disposal System Construction Permit No. 90 y P2 dated o Installer Designer The issuance o �t shall not be construed as a guarantee that the syste wi fugc' n as desi ed. Date_ L, Inspector i Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-.BARNSTABLE,MASSACHUSETTS Mig ogal 6pgte CongtructiQn Permit Permission is hereby Cow Re 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. J( Provided:Con liv i}mus a completed within three years of the date of this.'erf its J f ' /✓ �v ! Date: Approved by a IMME Town of Barnstable BAMSTABM Regulatory Services MASS.9q, 3 Thomas F. Geilerf Director ATFQ��4 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 in DATE: NUMBER OF PAGES TO FOLLOW: TO: FROM: II PHONE: PHONE: (508)862-4644 FAX PH'rS�)f).2 FAX PHONE: (508)790-6304 o cc: NOTESICOMMENTS: David W.Stanton,R.S. oFINC Health Inspector Town of Barnstable AMASS. g Department of Regulatory Services 1039. �MANO PUBLIC HEALTH DIVISION Office Hours: 200 Main Street,Hyannis,MA 02601 8:00-9:30 a.m.Daily TEL:(508)862-4644 1:00-2:00 p.m.Daily FAX(508)790-6304 e-mail:david.stanton@town.barnstable.ma.us QAHEALTHTax Form.doc Town of Barnstable F4HE T Regulatory Services Thomas F. Geiler,Director : .BARNsrAsr e. Q MASS- Public Health Division -Vps i639�A�� Ev Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: Installer: Address: Address: On was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. (Installer's Signature) (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form AUG.16.2004 12:3OPM BARNSTABLE BOARD OF HEALTH NO.736 P.2i2 Town of Barnstable Regi I#ory Services Thomas F.Getter,Director - Public Health Division . Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Offl= 508-862-4644 Pax: 508-790.6304 T�nstaiLer 8r Destmir C-eAMcatton Form Date: 8/17/04 Designer: Schofield Brothers of Cape Cod InstaDer: Pastore Excavation Addy"&- P. 0. Box 101 Address: P. O: Box 1289 Orleans, MA 02653 Forestdale, MA 02644 on 6/29/04 Pastore Excavation was issued apermit to instal a e ( er septic"am at 35 Strawberr4 Hill Road based on a design drawn by+ Schofield Brothers of Cape Cod dated 4/26/04 x I certify that the septic system referenced above was installed substantially eccordin$ to the dcaip, watch may include minor approved changes such as lateral relocation of the distributiou box aad/or septic teak. e s referenced above was installed with 'or chaagos Cl.e. greater I c that the yes m� dm 10' ts�tmzl mloccattou of the SAS or any verdcal.relocation of any component o s but in accordance with State&Local Regulations- Plan revision or ed bw designer to follow. N TH OF S,F ces ignature ��0� u►A. SCHOFIELD No.1120 y.. f s ue° (Affix OARNSTABLE ZMQ. Qc 13a1tb/BepQdDeaeoercatficadw Form 6 No. .. Fee , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Mtgooar bpgtem Con5truction Verna Application for a Permit to Construct( )Repair( )Upgrade( )Abandon(01 ) /complete System ❑Individual Components Location Address or Lot No. , y z Owner's Name,Address and Tel.No./ �f Assessor's Map/Parcel '�,�" �y�� `�C��` � " Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: , Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building _e No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil, 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 LApplication accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- e of Compliance has been issued by th' B eal / Signed Date �/�I Approved by Date .6 fit-' plication Disapproved for the following reasons Permit No. cL00`� Date Issued b — ————---- ----------------------- —.,— �— — - ------ Fee y' THE COMMONWEALTH OF MASSACHUSETTS' _ Entered in computer: 4 Yes .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 2pplication for Misspazal *potem Con.5tructton Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon(V) IF/complete System ❑Individual Components Location Address or Lot No. z Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: l Dwelling No.of Bedrooms `7 Lot Size sq.ft. Garbage Grinder( ) Other a of Building. Res/ CL' No.of Persons Showers�'P g ( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /���`� .�� ✓��i0/ �� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has gbeen issued by thi B A ftPIeal Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. goo Y — 5 Date Issued AS 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site ewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( V/ by / O D �5 at 2 3 P' 40G/2-2 / • has been constructed in ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .2 Ur, L/-/S/ dated 6 Installer Designer The issuance of ffiis pe t shall not be construed as a guarantee that the system:wil function a design�j .- Date C% "' Inspector THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLES MASSACHUSETTS Miopoar *pztem Construction Permit Permission is hereby granted to Construgqt( )Repay'r( )Upgrade( )Abandon System located at Z 1/3 /ti ' 'We ) DW, and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions, Provided:Construction Jmustt be completed within three years of the dat of this pe t. Date: Y to y Approved by I J I )ONDMALL I I �I I II I I I LIQUORS / Y I HOUSE #2 INTERSTATE I y// THEATERS Z SEWERED l 293/2 �i S 7 / 85.5 ' 80.5' DNCRETE HEADWALL // / // II 293/43 # INV=30.61 / /- / '293 33 . 8" PVC I O SERVICE F293/32 /I / B13 129' —7 / / WET WELL FM —FM —FM --- (n FM FM F �__------- 4 FM FM FM FM Fl 203+00 — 202+00 J 205+00 204-i _ 1 20+00 19+0 21+00 = RlM=39.01 R-37.861 — INV=34..118+00 F ) �(6' 50.5' 24' 55. 1ti -- _ VP- �0' _ .24" RCP = — — — �- n VD-1 - 292/165 459 ' 73 69' _ _ _ _ _ 48 �1 292/163 17' 4' 1 31.42 I 87' 311/79 ' 3'3492/164 78' 1=31.82 EAST OAST ` I I \� 84' =35.31 1=32.27 DIVERS HOUSE #249 I I HOUSE #239 , I/ I I 88' 7f ' - - I y i i HOUSE-#243 I I _ I ❑ pR DATE: . _ FEE: : .Anrraruszs, • MM& &079. a�� ]REC. BY ` Town of Barri`stable �9CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862 4641 Susan G.45ik.R.P FAX: 508-790.6304 ( Sunnier S.P.H. r Wayne �' VARIANCE REQUEST FORM _ CD > LOCATION x:a Property Address: 35 Strawberry Hill Road, Barnstable U Assessor's Map and Parcel Number. 2 4 6/0 3 7 Size of Lot:11,190 s . f t o ca Wetlands Within 30.0 Ft. YesX 200't Business Name: No Subdivision Name: APPLICANT'S NAME: Michael Carey Phone 508-339-7616 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Michael C. Carey Name: Same as Owner c/o Bristol Builders Address: 34 Plymouth St. Address: Mansfield, MA 02048 Phone: _gos-119-76 6 Phone: SEE ATTACHED LETTER , Title V VARIANCE FROM REGULATION(t,u:ite,) REASON FOR.VARIANrFiMavattach;r,w .tmr.n..rtmi 15.405(1) (b) Reduction of system location setback: to a cellar wall from a leaching area Required: 20 feet; Provided: 10 feet 15.405(1) (i) Reduction of the required five foot _.s-eparation between the bottom of the soil absorp inh system and the high groundwater elevation Required: 5 feet; Provided: 4 feet NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System It Cheek4n(to be completed by q(Jlce.staff-pen.on receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to mating date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals (same owner/leasee only],outside dining variance renewals(same owner/leases only],and variances to repair failed sewage disposal systems (only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to mating date VARIANCE APPROVED Susan'G Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.IL REASON FOR DISAPPROVAL Wayne A.Miller,M D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ-DOC �BSCHOFIELD BROTHERS ENGINEERING • SURVEYING ENVIRONMENTAL PERMITTING Schofield Brothers of Cape Cod 161 Cranberry Highway P.O.Box 101 April 2004 Orleans,MA 02653-0101 508/255-2098 or 508/398-3311 FAX 508/240-1215 Barnstable Board of Health 200 Main Street Barnstable, MA 02601 RE: 35 Strawberry Hill Road Assessor Map 246 Parcel 037 .Dear Board Members: On behalf of our client, Mr. Michael C. Carey, we hereby request two local upgrade approvals from Title V, the State Environmental Code for a replacement septic system at the above referenced address. Enclosed please find the following: • Four copies of the completed variance request form • Four copies of a plan entitled "Proposed Sewage Disposal System Plan for an Existing 3 Bedroom Dwelling at 35 Strawberry Hill Road in Barnstable"dated April 26, 2004. • Four copies of labeled dimensional floor plans of the existing three bedroom dwelling • A signed letter stating that the property owner has.,authorized Schofield Brothers of Cape Cod to represent him • A copy of the abutter notice sent by certified mail at least 10 days prior to the Board's next hearing date. The subject property is an 11,190 +/- square foot lot and a three bedroom dwelling exists on the site. The existing leaching area serving the dwelling has collapsed, is within the high groundwater elevation setback, and is to be upgraded. The replacement septic system has been designed for maximum feasible compliance with Title V, the State Environmental Code and in our opinion is a significant overall improvement over existing conditions. The local upgrade approvals requested pursuant to Title V, the State Environmental Code, are as follows: 15.405(1)(b) Reduction of system location setbacks to a cellar wall from a leaching area Required: 20 feet.,.._ Provided: 10 Feet 15.405(1)(i) Reduction of the required five foot separation between the bottom of the soil absorption system and the high groundwater elevation. Required: 5 feet Provided: 4 feet f gBSCHOFIELD BROTHERS ENGINEERING SURVEYING ENVIRONMENTAL PERMITTING Currently the septic system is located behind the dwelling in the back yard. The topography of the property slopes from the road to a low point at the rear property line., Groundwater was encountered at 59 inches below grade during soil testing. The adjustment factor in this area for the month the soil testing was performed is four feet, creating a very shallow depth to the estimated high groundwater elevation. To minimize the visual impact to the site, preserve the character of the backyard and to most importantly maximize the distance between the bottom of the leaching area and the estimated high groundwater elevation, the replacement leaching area is designed in the front yard, the area having the highest elevation on the lot. The proposed system design utilizes the existing 1500 gallon septic tank and calls for a pump chamber to deliver the effluent to the leaching facility, a 45 foot long by 10 foot wide leaching bed. The leaching bed provides a 4 foot minimum separation between the bottom of the leaching area and the estimated high groundwater elevation. A ten foot setback between the cellar wall and the edge of the leaching bed has been provided. A plastic membrane barrier is proposed to encompass the leaching bed to address breakout elevation and to provide a suitable level of environmental protection to that of meeting the 20 foot setback to a cellar wall. There is no increase of design flow or habitable space proposed. The new septic system is to serve an existing dwelling and is designed in accordance with maximum feasible compliance of the State Environmental Code. Therefore, in our opinion, to deny the requested local upgrade approvals and variances from the Barnstable Board of Health Rules and Regulations would be manifestly unjust. Please contact our office should you have any questions. Sincerely, - Schofield Brothers of Cape Cod .Laura A. Schofield, R.S. Project Manager LAS:mkr 0-10064 cc Michael Carey a-1S-200a 8:a2AM FROM SCHOFIELD BROTHERS S082a0121S P. 2 AGENT.AUTHORIZATION Oat,. ti 4 y as owner( of properly at 35 Strawberry Road, Centerville, MA, do hereby designate Schofield Brothers of Cape Cod as �on'nection our agent for the purpose of filing and receiving documents ir>�our behalf:in with the variance request for a septic upgrade. Date iqf Date Client 'E==='SCHOFIELD BROTHERS ENGINEERING • SURVEYING ®- ENVIRONMENTAL PERMITTING Schofield Brothers of Cape Cod 161 Cranberry Highway P.O.Box 101 Orleans,MA 02653-0101 508/255-2098 or 508/398-3311 FAX 508/240-1215 NOTICE TO ABUTTERS Pursuant to 310 CMR 15.405 (4), the State Environmental Code, Title 5,and the Barnstable . Board of Health Rules and Regulations please be advised that the owner of 35 Strawberry Hill Road in Barnstable, Massachusetts is upgrading the septic system serving his property. Two local upgrade approvals from Title V,the State Environmental Code are required as follows: 15.405(1)(b) Reduction of system location setbacks to a cellar wall from a leaching area Required: 20 feet Provided: 10 Feet 15.405(1)(i) Reduction of the required five foot separation between the bottom of the soil absorption system and the high groundwater elevation. Required: 5 feet Provided: 4 feet The Board of Health meeting will be held on May 11, 2004 beginning at 7:00 pm at the Barnstable.Town Hall. For more information, contact the Barnstable Town Hall at 508-862-4644. RECEIVED OCT 1 5 2003 TOWN OF BARNSTABLE COMMONWEALTH OF MASSACHUSETT HEALTH DEPT. z w EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS M d DEPARTMENT OF ENVIRONMENTAL PROTECTION FAILED INSPECTION c vex O,9M SRO 350 MAIN STREET WEST YARMOUTH,MA 508-775-2800 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION MAP 246 PAR 037 Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner's Name: CAREY,MICHAEL Owner's Address: 279 PROSPECT STREET SOUTH EASTON,MA 02375 Date of Inspection OCTOBER 1,2003 Name of Inspector:(please print) JAMES D. SEARS Company Name: A&B Canco Mailing Address: 350 Main Street West Yarmouth,MA 02673 Telephone Number: 508-775-2800 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper"function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of,Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority ✓ Fails Inspector's Signature: Date: /0 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent tot he buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Forrn 6/15/2000 1 Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER I,2003 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: N/A _ I have not found any infonnation which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: N/A One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined" please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health)" broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 i Page 3 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 C. Further Evaluation is Required by the Board of Health: N/A Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety,or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Title 5 Inspection Form 6/15/2000 3 i Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(CONTINUED) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 D. System Failure Criteria applicable to all systems: .( (SEE LAST PAGE) You must indicate"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in leaching is less than 6"below invert or available volume is less than'/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped N/A Any portion of the SAS,cesspool or privy is below high ground water elevation N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply N/A Any portion of a cesspool or privy is within a Zone 1 of a public well N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well N/A 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.) YES (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must service a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well. If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system is failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 Check if the following have been done. You must indicate"yes"or"no"as to each of the following Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? J Has the system received normal flows in the previous two week period? J 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) J Was the facility or dwelling inspected for signs of sewage back up? J Was the site inspected for signs of break out? J 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)has been determined based on: Yes No ✓ 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(3)(b)] Title 5 Inspection Form 6/15/2000 5 i Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 35 STRAWBERRY HILL ROAD j CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 FLOW CONDITIONS RESIDENTIAL Number of Bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms: 330 Number of current residents: 0 Does residence have a garbage grinder(yes or no): YES Is laundry on a separate sewage system(yes or no): NO [if yes separate inspection required] Laundry system inspected(yes or no): YES Seasonal use(yes or no): YES Water meter readings,if available(last 2 years usage(gpd)): N/A Sump pump(yes or no) NO Last date of occupancy: UNKNOWN COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: N/A Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: gallons—How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM J Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank Attach copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: 1996 PERMIT#96-474 Were sewage odors detected when arriving at the site(yes or no): NO Title 5 Inspection Form 6/15/2000 6 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 BUILDING SEWER(locate on site plan): N/A Depth below grade: Materials of construction: Cast iron _ 40 PVC _ other(explain) Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK(locate onsite plan): If Depth below grade: 2" Material of construction: ✓ concrete metal fiberglass polyethylene _ other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1,500 GALLON PRE CAST Sludge depth: 0" Distance from top of sludge to the bottom of outlet tee or baffle: 30" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 8" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions determined: ASBUILT AND TAPE Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): MAIN TANK AT WORKING LEVEL.TANK AND COVERS 2"BELOW GRADE.INLET TEE,OUTLET TEE. NO SIGN OF OVERLOADING OR LEAKAGE. GREASE TRAP(located on site plan) N/A Depth below grade: Material of construction: concrete metal fiberglass polyethylene other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain) Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no) Alarm level: Alarm in working order(yes or no): Date of last pumping Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ./ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.,): DISTRIBUTION BOX IS 16"x16",6"BELOW GRADE.ONE LINE IN,ONE LINE OUT.BOX IS CLEAN AND SOLID.NO SIGN OF OVERLOADING OR SOLID CARRYOVER. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: ✓ leaching chambers,number: 3 leaching galleries,number leaching trenches,number,length leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) LEACHING IS DAMAGED. LEACHING IS THREE INFILTRATORS. LEACHING IS FAILED.SEE LAST PAGE. CESSPOOLS: N/A (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation etc.): PRIVY: N/A (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.) Title 5 Inspection Form 6/15/2000 9 Page 9 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two pennanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. I „ C > i 0 °o C 1 � '` t } 1 Title 5 Inspection Form 6/15/2000 10 I Page 1 1 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 35 STRAWBERRY HILL ROAD CENTERVILLE,MA 02632 Owner: CAREY,MICHAEL Date of Inspection: OCTOBER 1,2003 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to groundwater 5'3" Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: ./ Observation 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: HAND DUG TEST HOLE 5'3"WATER.BOTTOM OF LEACHING IS 2'3"ABOVE WATER. r 3� >_3" I 1 Title 5 Inspection Form 6/15/2000 11 SUMMARY OF DETERMINING FAILURE STATUS SEPTEMBER 12,2003: • STARTED INSPECTION,HAD QUESTION ON LEACHING AFTER HAND DIGGING TEST HOLE ABOVE LEACHING. SEPTEMBER 16, 2003: • MET ON SITE WITH SAM WHITE OF THE BARNSTABLE BOARD OF HEALTH. FOUND PROBLEM WITH LEACHING,DAMAGED INFILTRATOR. • CALLED OWNER AND ADVISED THE NEED TO OPEN ABOVE THE LEACHING FOR FURTHER EVALUATION. OCTOBER 1, 2003: • EXCAVATED ABOVE LEACHING WITH SMALL MACHINE. CALLED FOR ON- SITE MEETING WITH SAM WHITE(B.O.H.). FOUND LEACHING TO BE DAMAGED, SEE ATTACHED PHOTOS. • ADVISED OWNER THE BOARD OF HEALTH WAS ON SITE TO REVIEW DAMAGE. ANY QUESTIONS CAN BE DIRECTED TO SAM WHITE,BARNSTABLE BOARD OF HEALTH, AT 508-862-4644 Title 5 Inspection Form 6/15/2000 12 a k/ • TOWN OF BARNSTABLE. LOCATION -y .S-f'.-�w�Es� �, SEWAGE # VILLAGE ASSESSOR'S MAp J. CRAIG MEDFIROf INSTALLER'S NAME & PRONE NO., HYANNIS, MA 0260f SEPTIC TANK CAPACITY �® ©dam► __.�— LEACHING FACILITY:(type '� (sate) � �' 2 �ole NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER , 0 Zits 5 � /r�Wa-,r rp BUILDER OR OWNER Celt/ �A-- /2a/(/,41F—��. DATE PERMIT ISSUED: �q/ 14 DATE COMPLIANCE ISSUED_ VARIANCE GRAN'TEI3: Yes No _ 'V VA Y �. J ' . � i ... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH 6sl OF........C/ k/d Applira#ion for Bi_gpwial Works Tonstrurtion rumit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at: l 3: .................................................� la fez �,� l/ � . -t t� -- Locatio Addr ° ° or Lot -----•Addr ss ` ....._...--------•_...--••----•. _..............•-•------•-.........•-- --� " _ !� /� �_ ./ +� l' _ Installer Address Type of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 114 Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures -------------------------------------------•--------•-Q k W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter__.---__________ Depth................ x Disposal Trench—No. ..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter................_--- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ W Test Pit No. 1________________minutes per inch Depth of Test Pit............_....... Depth to ground water......._................ f1 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' .......... Description of Soil....... _ L1? ______________ w� .-•--••---------------•---•---------------------------------------------------------------------------------...-------- x W U re o Rep r Alter s—An wer when applicable_._.1, __________________ _________�l _._._. -- -- ------- --------••-----------------------------------------------------•------------------•-•-••--------.....--- Agree ent: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with mTm-- the provisions of ' 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b en>yeed�by the board of health. Sine ....•...... ---•--• •-----•-- .....---- / � . Application Approved"By--•--•-•------••-- .........•-•----_- ---- ----•---- ..... ... ........ t Application Disapproved for the following reasons______________________________________________ .- •-----------------•--•-•--•Date ...-------•- ---------------------------------•-•--------•�--�•`---- �--------...-•------•--•----------------•------•--------------------�--- /(� / �!e --Date----------•--• I Permit No.................. --- - Dya(Ye r ///__•-•----•----------•---- .. Issued.______...._ j.�_ -_ "` • �' Fps. .��... THE COMMONWEAILTH OF MASSACHUSETTS .- } BOARD OF HEALTH (� ��� ./`` Appliration for Mipasal Works Tonstratrtion lbrutit Application is hereby made for a Permit to Construct ( ) or Repair ( .) an Individual Sewage Disposal .... ••---..--_... ._..''� Locatio.Addres / �.. r�� !./ _......r..' ...or Lot No..... ^. ^• T /�I�- e�r . /q Address 4!_ ll_V__ DJ../'�C/.).....................-.....--•--• ................,�.-» ,........--.......------•-Aeares......------................-••----•--•--- Installer ` + d Type of Building _ Size Lot............................Sq. feet U Dwelling—No. of Bedrooms...................................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures --------------------------------------------------------•••-••-•-------•---••--••--••-•-•--•••••--•-•----••-•--------••-......----•-•-----••-••-•---- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W Septic :T tic Tank—Liquid uid capacity............gallons Length._....•......... Width................ Diameter---------------- Depth................ x Disposal Trench o................. Width.....__......... . Total Length.................... Total leaching area_._..._ ____•.-__.sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Hi Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water--.-_-_______•_--___---- (T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_-._._____--__--.--_-_- 9 . - ODescription of Soil f ......_. C ..-•----------------------------•••--•-•-...._--•-•---•-•--•_...---•-••--•------••-----..--•-- x V W ------- ---------------------------------------------------------------------- U Nat�i`e o Repaid or Alter s—An wer when applicable..__ 2__.r�� _' ._,.r __._ .... .......7 %._ /a .__ ... i '�"=' = = = = = ---- -----------------•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i i-i:4: i of the State Sanitary 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. Si ne'd................. ......... . .... -- ................ .........-••--••...... ...... /Date Application Approved B 1 , Date Application Disapproved for the following reasons----------------•---....-----•--------------------------•-------------•---------•---------------•-----.........._ .........-•-----------------------•-•-------•---•-•--------------•---•---------------------•--------...-------------------•---------•-------••••-••--•-••••••-•-----•---------•----••--•---•••••-_••--- r ( L/ _ .I Date PermitNo------------ .......................................... Issued....... -- - j _.:.._/e.....•-••-••••-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................................O F....................................................................................... Trrtifiratr of Tonaplianrr , THiS ERTI�FY, Th the rvidua wage is os S ste constructed ( ) or Repaired ( ) bY.........-�- .._----�7.r -• �- ----- - :� 0 ----- ------------ �m--------------------------------------•--------.-----------• -� staller "f at.........--�---•- ----•--••• --•-- has been installed in accordance with the provisions of ii 'T' /off Mate 'Sanitary Code as dkscribed in the application for Disposal Works Construction Permit No. _ :...... __________. dated-__..'1.,; f'c/ .6:............ r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................1.Q. .V...��..'. ,9 ----•--•--•-••-•-•--••---- Inspector.............. - -------- .......................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD_ OF HEALTH No OF.. ! ` .... FEE. `f l' Dig osal ork boat tr rtUan �ernttt r :c 7 i Permission is hereby granted«............................ y `� ` ( ) Repair-'(,' ).. - �/ _..... atTo.. - r an Indivjdpal, pSev�aI s�eet st to Constructem as shown on the application for Disposal Works Construction Permit INo.l,_ :..-:-. '__ Dated-..'_:._'_ .._.__ DATE.............----------_-•----------•---f .................................. Board of Health � FORM 1255 HOBBS & WARREN, INC., PUBLISHERS a a. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) 6 , I hereby certify that the application for disposal works construction permit signed by me dated concerning the property located at meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIGNED: DATE: pt� LICENSED SEPTIC SY M INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. (/� o zo I 1 I' t y' �. C� a a •atil , R. No....... C �� � � Fxi@....rZ THE COMMONWEALTH OF MASSACHUSETTS BOAR® I-iE ......... oF.... Aplifi ati>an for 13iiipmal lVorks Tonstrn . n ramit Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal System at: .".. -...- ------- __.. .. ................................ o ation•Addres �� or Lot No. .. ....;........ ................ ............. ...-'"".................................................... (I%vner _.Address ..... ....................................... ..... .................... .............................................. .. Installer .Address Q Type of Building Size Lot............................S q. feet U rb Dwelling No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ) a g ( aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) QOther fixtures ......................................................---•- -•--•-•--._.......---•--------•-•------._._._.............---•--.....----••......-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY.......................................................................... Date....................................... �4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.................. L14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 •-•......•-•-•-•••-•-••------••••.................••••••.............--••-•-•--- ............................................................................ ODescription of Soil........................................................................................................................................................................ U .••••-•-•--•--•--•-•-••-•••••--------•-•••-••••••-••-•-----••-•-.._....--•••••••••-•-•---•......•-•--••-•--••---••••--•-••....--•--•-•••-••---•--•••••••--------••--••••-----•...................•••--•-- -•------------- .................................................----......................................... fz _ 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 Article XI' of the State Sanitary 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. fined ..........-••••-•---•••--••-...•••......-••--•-•-••--- tAPPlication AppB l - Date Application Disapproved for the following reasons: ._......-- ............ ..............................................................................................-........................................................................................................ Date PermitNo.......................................................... Issued........................................................ Date I No........, + -•-• F$k... .::.. THE COMMONWEALTH OF MASSACHUSETTS BOARD,!F H�E Applir.aiiott for 13i,potial lfork, i Tonotr trt'-gat Vantit Application is hereby made for a Permit to Construct ( ) or Repair (�. an Individual Sewage Disposal System at: A �r ..... t �., ""' .!. -- ............................. o lion.Andress / or Lot No. ......... .. AKt.:.. ..."'...-.. ........ ................................:....... v Owner �i Address ,...... ...... 64_ 44t....................................... ..... ..,Address...•....................................... Q Type of Building Size Lot............................Sq. feet U Dwelling To. of Bedrooms.....:.......................................�-, sExpansion Attic ( ) Garbage Grinder ( ) aa Other—`T YPe of Buildiri g ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) QOther fixtures ------------------------------------------------------.....------------......-------------------- -----.....------•--...................--•-••-------- Design Flow..:.........................................gallons per person per day. Total daily flow..........................................--gallons. P4 Septic Tank—Liquid capacity.............gallons Length................ Width................ Diameter-------------:_. Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. 5 Seepage Pit No........:............ Diameter....................'Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed bY--------------•-------•--------- ..--------•......................... Date........................................ Test Pit No. 1................minutes per inch Depth' of Test Pit..:_-__::_:-_------- Depth to ground water........................ P" Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground.water_-..-________:__----___. a' ----•-•--•---------------------------------------•----.-_-.-.-..--------------------------------------•--------------------------•-••----- ........... Descriptionof Soil: =------------•------............................................................................-........................-............................ U ..........................................................................IT.................................................................................................. --•••-••-•----••-- ----------------------'----------------------------------..............--------------------------•••-------...---- -_...- - U Nature of Repairs or Alterations—Answer when applicable. f ...../-.... ------- a . Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary 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. gned-- --•-- ---•.......................•---..•............................ . ................................ D e Application A roved B - �' V-7- a. . t PP PP . Y s:. ....:. Date Application Disapproved for the following reasons:.._...-•.... .. .. . . ..........................•-----------------------------...........••........ --....--•-------•---•••••---•••••-••............••••------••••••••-------••-•••-•••-........--•••••••••••--------------------------------•---•-•--.........------•---•------........................... Date Permit No......................................: ::...:..: Issued............. ................. Date THE COMMONWEALTH OF MASSACHUSETTS f BOARD OF HEALTH ... ,...........O F..:.......... "� .. �OAI Qlatifirate of Tomptiatto THIS TO CERTI Thatcrthe Individu2 Sewage Disposal System constructed ( ) or Repaired ( , 51 } .... at •-- has been installed''I'n.accordance with the roes of Article XI of The State.-SanitaryCoyle •s des ib in the application for Disposal Works Construction Permit No................... . dated-_.. J tL ...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT.BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE•-•----- ,, ... Inspector L ......:: i, THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEAL ........................ 0............ .... . FE.E. Permission is hereby granted� ._ r ---- ?..(- ........L t+4� •.. ...........................t' Con_strct oeir aA wage-Dispo ��lSyto. atNo - � ° . . f!ttc�„ .................... ,Street Construct o Pas shown on the application"for Dis osalWork n it *� No. ated_.__.. ..,, ......... 13oaid 'of IlcaltL DATE.............................................. ................................. FORM 1255 HOBBS & wARRENY,JNC_ PUBLISHERS ' �v'f�'..�' grr,. .. .�4� �4,a;�•�..'Wx ZSxtyu' c- �r' °a3�`m3oo`o } r r v L r �.,e .•- E.tC ,.. 9'-7 1/2• ej._2. g'-2• ?'-7' B'-O• _ ( ( e zcl 6 ec �c a C x J �* Naw P.T.�1'wira to.,r.da r ���U!"I rJ���0✓t. d Y _ e;»+�„dark+tl ram.in d Z 3 of � Q =� m + L ----------------------------- CDFAr11LY R-001"I : z - • tu L4Pep�ooM•9 n V Cnclo<ad Porah A ' Naw row:(-vain � Andar< -A91-9 t4•tyullJ 1� O t* _ O r.o.G'-9 9/B'x 2'-O."i/6• '• _ 1L J 00 00 i a .; -.. Neat PeMry - �© �:: • -� 1, U° t -. 'f . 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" i ii isii - :�::is-::::•:::: l� i II m Line of 2xe,sla.par.+-F.thsd+o - -- I I p m o ........---- co I ezis+ink fr.min4 w/9 I/2"z 1/4" F # I i i Naw 2 xa�.f+ars e l G•o.t. To be I New yITTIN4 t= oM I - - - - -�-- - - - - - - - I I - CJ l LL O o a 1 'q _ ----- --_--- ----JI d vO F—f br.t1n4 a 4-0"o.t.FLOOD PLAN 1 � \ for P.ncl.......i— hEGON17 t \P-OOP PF-AMe PLAN This pl.n wwa in.ttord.—wi+h +hc In+arnw}ionwl R-widen+iwl Gnde 2 00 9 7 Q o a o 3 Cdi+ion wnd+he M..*..thuu++c B+h edi+— \ m Q\ existing wwlls - Y i n e Y.a,° New wwll. No+a nna�ua c ° All Me.ur—.4-.}�imansiona.ra}o •�d�m a o a� be sits verified by 4enerwl e—+r.t+ar R ' .++ime of tons+rut+ion �n a=R¢ Q c u L o� ""o m E J i LU > c . r-V nos OC LL➢1.� DRAri1NG TYPE: F!.aaf Frame plan hecond Floor Flan SHEET NUMBER: AP 00 { DEEP TEST HOLE OBSERVATION LOG #1 LOCUS MAP DATE 6/1 3/02 JOB: 0-10064 - ------PLOT PLAN PERFORMED BY. LAURA SCHOFIELD WITNESSED BY: DAVIE) STANTON, BARNSTABLE BOH SCALE: l in. = 20 ft. v� a ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL ASSESSOR'S MAP 246 PARCEL 037 (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTUNG OTHER LOT AREA: 1 1 ,190 SQ,FT.f 99.2-98.3 0-11 A LOAMY'SANG 10 YR 3/4 NO ,\y w '. 98.3-97.2 11-24 B LOAMY SAND t0 YR 6/8 NO V 97.2-92.7 24-78 C SAND 10 YR 5/4 NO P G¢ a O LOCUS ROAD PARENT GEOLOGICAL MATERIAL: GLACIAL 011T1NASH STANDING WATER IN HOLE: YES �EAGN WEEPING FROM FACE: 59' DEPTH TO BEDROCK - CRAtG�LLE ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. = AT ELEV. 98.28 " / WEST j HYANNISPORT PERCOLATION TEST BOTTOM OF PERC AT 32 9"-6' IN 2 MIN, PERC. RATE < 2 MPI CotZZ --- BepCH DEEP TEST HOLE OBSERVATION LOG #2 DATE: 6/13/02 JOB: 0-10064 PERFORMED BY: LAURA SCHOFIELD WITNESSED BY: DAVIE, STANTON, BARN"iTABL.E BOH -- - ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL SCALE: I IN. = 2000 FT. (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING OTHER 100.5-99.5 0-12 A SANDY LOAM 10 YR 3/4 NO _ PROPOSED 4" SCH. 40 PVC VENT. / 99.5-98.9 12-19 B SAND 10 YR 4/6 NO GENERAL NOTES LOCATION TO BE SPECIFIED BY OWNER.\ I DRAIN MANH'.L: 98.9-93.8 19-80 C SAND 10 YR 6/4 NO MEDIUM ' 03 1 ELEVATIONS REFER TO AN ASSUMED DATUM. SEE BENCHMARK ON PLAN �103.5 r _ 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE x W 5j ST �6.02 / MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF PARENT GEOLOGICAL MATERIAL: GLACIAL OOTWASH STANDING WATER IN HOLE: NO HEALTH REQUIREMENTS FOR THE TOWN OF BARNSTABLE. 103.5 Q WEEPING FROM FACE 76" DEPTH TO BEDROCK: ANY CHANGE- - �101,4 * / TO THIS PLAN MUST BE APPROVED BY THE BOARD OF STOCKgpE FENCE 103.4 .. HEALTH AND SCHOFIELD BROTHERS OF CAPE COD 101.7 ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. = AT ELEV. 98.3uj 4, FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED PERCOLATION TEST PERC. RATE < 2 MPI (ASSUMED) AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE i a _ j 100.8', INSTALL 40 MIL PLASTIC BAF TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH o 103 1 ENCOMPASS LEACHING AREA ESTIMATED HIGH GROUNDWATER INCLUDES 4' CORRECTION FACTOR 5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILIT i REMOVE EXISTING ( TOP OF BARRIER EL.=103-5 FOR MATERIALS ENCOUNTERED DURING EXCAVATION. D-BOX & . 101.2 GRAVEL BOTTOM OF BARRIER TO MA? 6 ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE DRIVEWAY LOCAL UPGRADE APPROVALS REQUESTED PURSUANT TO TITLE V. THE LEACHING AREA r / i ELEVATION. STATE ENVIRONMENTAL CODE ARE AS FOLLOWS: EXCAVATED AND REMOVED. BAC1(FILL MUST BE CLEAN SAND MATERIAL _ MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF EXISTING SEPTIC LIMIT OF EXCAVATION 15.405(1)(b) REDUCTION OF SYSTEM LOCATION SETBACKS TO A CELLAR ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALITY. c _ INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHER FOR TANK TO REMAIN WALL FROM A LEACHING AREA. 7. A CONFIRMATORY TEST HOLE SHALL BE PERFORMED IN THE VICINIT'i C)F °� PROPOSED l EXISTING / 10r� / J ( REQUIRED: 20 FEET THE LEACHING AREA PRIOR TO INSTALLATION. i PUMP CHAMBER O 1 DECK ' j = ' PROVIDED: 10.4 FEET 8. EXISTING LEACHING AREA IS TO BE PUMPED, AND REMOVED. b 9. EXISTING SEPTIC TANK INVERTS SHALL BE VERIFIED IN FIELD PRIOR TC� ?102. -I 15.405(1)(i) REDUCTION OF THE REQUIRED FIVE FOOT SEPARATION COMPONENT INSTALLATION. CONTACT SCHOFIELD BROTHERS IF 100.5 / o / BETWEEN THE BOTTOM OF THE SOIL ABSORPTION SYSTEM SIGNIFICANT DISCREPANCIES EXIST. 1 4 0 , I AND THE HIGH GROUNDWATER ELEVATION. 10. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO el- .4 sh' BENCHMARK:: REQUIRED: 5 FEET 1 STOCKPILED AND REUSED AT OWNERS OPTION. RE-SPREAD OVER # 35 / - CATCH BASIN RIM. PROVIDED: 4 FEET EXISTING DWELLING ELEV.=102 DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH. 11. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE RESERVE LEACHING AREA. 104;.6 DRAINAGE CATCH ��cv� 1�' SEPTIC SYSTEM COMPONENTS DESIGNED FOR A MINIMUM H 10 L� Af-IN,, tL / BASIN . s" -'I-IMPn ENT.TH T Wt.L BE.cI_iB.IF.rT T r, r I f 193 � j" Qo 10�48 t03. - =L 14. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING `. - PROPOSED 2" FORCE MAIN. / (n / i' 15. CONTRACTOR SHALL USE EROSION CONTROL MEASURES AS REQUIRED FORCE MAIN SHALL BE 18" BELOW THE DURING INSTALLATION TO PREVENT RUNOFF ONTO STRAWBERRY HILL WATERLINE OR SLEEVED WITH A 20' LENGTH ROAD AND ABUTTING PROPERTIES OF SCH. 40 PVC PIPE CENTERED OVER THE WATERLINE RE-LOCATED WATER AND GAS LINES / LEGEND DESIGN CALCULATIONS r PROPOSED CONTOUR LINE 1. ESTIMATED HYDRAULIC LOADING• ---XX--- EXISTING CONTOUR 3 BEDROOMS AT 1 10 GPD PER BEDROOM = 330 GPD GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN W WATER LINE 2 SEPTIC TANK SIZE: 000 EXISTING 1500 GALLON SEPTIC TANK AVERAGE DAILY FLOW = 330 GPD X 2 DAYS = 660 GALLONS 0 PROPOSED DISTRIBUTION BOX SEPTIC TANK PROVIDED = 1500 GALLONS (EXISTING) I � PROPOSED LEACHING AREA 3, DESIGN PERCOLATION RATE _ < 2 MINUTES PER INCH [-_R_] PROPOSED LEACHING RESERVE AREA SOIL TEXTURE SANDS, CLASS I EXISTING SPOT ELEVATIONS 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF N x TEST HOLE LOCATIONS 4. LEACHING AREA: IQ PROPERTY LINE TOTAL BOTTOM AREA PROVIDED = 450 SF X 0.74 GPD/SF NN x 0 PROPOSED SPOT ELEVATION = - GPD y OH OVERHEAD UTILITIES MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = - 77 GPD UG UNDERGROUND UTILITIES ACTUAL HYDRAULIC LOADING = 330 GPD (SEE 1.) FG FINISHED GRADE DESIGNED LEACHING AREA EXCEEDS LEACHING AREA REQUIRED UNDER BOTH TITLE 5 AND THE TOWN OF BARNSTABLE BOARD OF HEALTH UP UTILITY POLE REGULATIONS TOF TOP OF FOUNDATION ELEVATION PROFILE OF SYSTEM - NO SCALE TYI '(-AL LEACH BED CROSS SECTION - NO SCALE FG=EXiSTINC; -PROVIDE 24" DIA. H D. CAST IRON FRAME AND COVER 3" MIN BROUGHT TO FINISHED GRADE WITH CONCRETE RISER FG=EXISTING AIR '-SPACE - AND MORTAR USE LEBARON LT-105 OR EQUAL - - - -- - -- -- �1 �� I� t�1 _ - �1 _ / FG=101x9 FG= 1049t 4" FATED PROPOSED SEWAGE DISPOSAL SYSTEM ' IN EXISTING - --"-- I�u � I Ir ------ 1}�i�"�N11 2" LA ER OF Y" 1/8" - 3/8,. ---- - -- --- -- ------- --- -- _ INV EXISTING 2" SDR-2t 2" DIA SCH PIPE FOR: AN EXISTINC; THREE BEDROOM DWELLING _LQL1_ FORCE MAIN FG=VARIE DOUBLE WASHED PVC TEE STONE AT: 35 STRAWBERRY HILL ROAD (FIELD VERIFi) -INV. = INV. _ �•� INV. �6"MIN 6" MIN -- _�9.3__ 99.0-_ 103.08 ` \�l1 END of MASSACHUSETTS --t --- ` -- BARNSTABLE, 'z _ _ ' • _ ' __• • _ ' _ LEACH LINE ASSESSOR'S MAP: 246 PARCEL: 037 J �- ' - BEGINNIN I ov OD o oD OD o oD OD o oD o INV= 102 78 INV 6 �F LEACH o �oD000 go �o�p 8 SEE VENT PIPE APPLICANT: MICHAEL CAREY TEL. NO.:(508) 339-7616 m INV. _ PUMP 103_ 5 0 EXISTIN(, L2••MIN CHAMBER ° DL'`Lao Do aD o0 oDgQ�Dno� DE-TAIL 34 PLY"MOUTH STREET _ ----- 7 OV 6_ OF�� INV=103 0 Oc o Op�'o „�oo(p0 s{l" off, NNECT ALL DISTRIBUTION MANSFIELD, MA JOB #: 0-10064 3"MAX. v 6,2 GAL.- p0 STONE 13 LINES TO 4" VENT GAS oo BELOW o� MAX 1 FLOW LINE BAFFLE -- -- 5'-O" - 84' 6' 45' MANIFOLD - - 1` DATE: APRIL 2 �n4 DESIGNED DISTRIBUTION BOX (H-10) PROFILE VIEW 3/4" - 1.5" / �N,-F Qom\ �, � ASY: INLET OUTLET FIVE OUTLETS DOUBLE WASHED �Pj \I DRAWN BY a 6" of doo Dodo 0o po °o 0 0 o INVERT ELEVATIONS OF ALL STONE az LAURA GJ t RJF STONE 000OV'3 ° o oa00000m -C,01 _0p-0� t'4o�o�ooOo�^o_°o,°' OUTLETS TO BE THE SAME BOTTOM OF BED A� BELOWOOo"o SEPTIC TANK (H-10) gooaop Q o ° o ELEV=t02.28 o gC�Ft I ` CHECKED BY: CAPACITY = - 1500.- GALLONS 6 I UNUSED OUTLETS SHALL M PLUGGED " PRECAST REINFORCED CONCRETE PUMP CHAMBER - USE WITH HYDRAULIC CEMENT f � SCHOFIELD BROTHERS OF CAPE COD c (EXISTING, TO REMAIN) SHOREY H2O 5' LID MANHOLE PIPES SHALL BE LEVEL FOR MANHOLE AT LEAST TWO FEET 4-ITE. ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. '40 qN� R`p,N ENGINEERING - SURVEYING - PERMITTING NOTE: ALL PIPE 4" D1AM. PVC TIGHT JOINT SCH. 40 UNLESS OTHERWISE NOTED OR APPROVED EQUAL UNLESS OTHERWISE NOTED PAGE 1 OF 2 1 P.O BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA -- --- (508) 255-2098 I. GENERAL_ E- z FURNISH AND INSTALL ONE COMPLETE PUMPING SYSTEM CONSISTING OF ONE SUBMERSIBLE SEWAGE PUMP AND MOTOR, m w NOTE: INSTALL 4" SCH-40 PVC QUICK DISCONNECT UNION 24" DiA. CAST IRON MANHOLE DISCHARGE PIPING AND VALVES, MERCURY FLOAT SWITCH FRAME & COVER OVER PUMP TO LEVEL CONTROLS, HIGH WATER ALARM, SIMPLEX CONTROL PANEL a INLET PIPE IN TOP 4" OF 8" BE BROUGHT TO FINISHED GRADE. AND A PRECAST CONCRETE 5' I.D. MANHOLE. ALL EQUIPMENT KNOCK-OUT & SEAL WITH _(LEBARON LT--105 OR APPROVED EQUAL) HYDRAULIC CEMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S / SPECIFICATIONS AND WARRANTED FOR A PERIOD OF AT LEAST ONE YEAR. UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL 4" LOAM & SEED - 2.77' = 29 HOURS f- GRADE PROVIDE A SUFFICIENT QUANTITY OF CLEAN WATER TO CONDUCT \ STORAGE = 404 GALS. TWO PUMP OPERATION TESTS UNDER THE DIRECTION AND SUPERVISION 3" BIT. CU`. 2 OF THE DESIGN ENGINEER AS DIRECTED BY THE BOARD OF HEALTH TO DISTRIBUTION-- 12" GRAVEL 20" MIN. " SDR PVC, FORCE MAIN 6" BOX _ 000o INLET FROM SEPTIC TANK (2" INV = 99.0) 2. DOSING CHAMBER (PUMP STATION) - °o°o°o°o - 0000 4" SCH.--40 PVC INV. = 99.3 w --_ 1 w, �--•2" PVC BALL VALVE THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE STRUCTURE O I - PREPARE TRADE AS SHOWN ON THE DETAIL USE A 5' INSIDE DIAMETER (H-20) MANHOLE - ALARM ON ELEV. = 96.53 - ----- '1/4" WEEPHOLE MANUFACTURED BY SHOREY OR AN APPROVED EQUAL. A 24 INCH DIA. COMPAC KFILL PUMP ON ELEV. = 96.36 - --- 2" PVC, BALL CHECK VALVE CAST IRON MANHOLE FRAME & COVER, BROUGHT TO FINISHED GRADE SHALL BE LOCATED DIRECTLY OVER THE SEWAGE EJECTOR PUMP. DRAW DEPTH = 0.66 5 -0 j' ------- COMPAC CT BACKFILL (96 GALS.) _ _ —MERCURY FLOAT SWITCHES (TYP. 3. PUMP AND MOTOR _____-_-_._ -_ _ �_ PUMP OFF ELEV. = 95.7 - I � —2" PVC 0.5 H.P. HEAVY DUTY PUMP AND MOTOR SHALL BE HEAVY DUTY SEWAGE-TYPE EJECTOR _ _ L'' �„ SUBMERSIBLE - 200 P� '.^SIN BOTTOM OF PUMP----------- , WITH A 2-INCH DISCHARGE. PUMP AND MOTOR SHALL BE FULLY 000 000000 CHAMBER ELEV. = 94.7 '^ ' - - SEWAGE PUMP SUBMERSIBLE AND SHALL OPERATE AT 1 750 RPM WITH A 115V, 00000000000 000Q�oo ooDODa Do O6�Db 60 CYCLE, SINGLE PHASE AC POWER SOURCE. THE ELECTRICAL o000000o COMPAi MOVED f o000000000 o o CRUSHED STONE D 11 CONTRACTOR SHALL VERIFY THAT PROPER VOLTAGE IS 0000000000 GRAVEL o AVAILABLE AT THE CONTROL PANEL. I i BASE OF TANK EL. _ 94.12-- pDU 0OD0 o p�yo o�o o0o (SEMI NOTE LE) 4 2� a MIN•_ oDpo o_ USE A MYERS WHR5 OR AN APPROVED EQUIVALENT -I I I. . .I I I -1 THE PUMP SHALL BE RATED AS FOLLOWS: A) 0.50 HP TYPICAL FORCE MAIN BEDDIN DETAIL B 45 GALLONS PER MINUTE - SECTION VIEW C� 11.45 FEET TOTAL DYNAMIC HEAD (NO SCALE) (NO SCALE) 4. LEVEL CONTROLS a PUMP_ CHAMBER _ SEALED FLOAT-TYPE MERCURY SWITCHES SHALL BE SUPPLIED TO - - -- CONTROL THE SUMP LEVEL AND ALARM SIGNAL. TWO FLOAT USE SHOREY 5' I.D. H-20 MANHOLE SWITCHES SHALL BE USED TO CONTROL THE SUMP LEVEL, ONE FOR OR APPROVED EQUAL FOR PUMP "OFF" AND ONE FOR PUMP "ON". A THIRD SWITCH (SEE 'PROFILE OF SYSTEM" PAGE 1j SHALL BE PROVIDED WITH A POWER SOURCE SEPERATE FROM THE PUMP POWER AND SHALL BE FOR THE ALARM UNIT. A NEMA--4 JUNCTION BOX FOR THE FLOAT SWITCHES SHALL BE INSTALLED BUOYANCY CALCULATIONS ABOVE THE HIGH WATER LEVEL. BOTTOM OF TANK ELEVATION = .94.12 4" SCH. 40 PERFORATED PVC DISTRIBUTION LINES FG=VARIES ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. == y8.28 THE. FLOAT LEVEL CONTROLS SHALL BE SET TO OPERATE AT THE tiN 12 j ELEVATIONS INDICATED ON THE PLANS. { - = j- -„ BREAK OUT BOTTOM OF TANK ELEVATION = 9 4. 1 I�, III,TI�I�II -fr l I{T{�{ {I{=I Fl i t III II EL. = 103.5 (MAX) HEIGHT OF WATER ABOVE TANK BOTTOM = 416 lit 5. CONTROL PANEL 2_5' 2.5' 2.5 HEIGHT OF GROUNDWATER ABOVE TANK REQ'D 7-0 1=l O.AT rANlt - -�---- - - 1 ,764.3 LBS OF WATER/FOOT OF TANK THE SIMPLEX CONTROL PANEL SHALL BE EQUIPPED WITH A RUN 2" LAYER 1/8" TO 1/2" - TANK WEIGHT 11 ,780 LBS LIGHT FOR THE PUMP, PROPERLY SIZED CIRCUIT BREAKERS, A DOUBLE WASHED STONE, FREE FROM DUST AND - 1 1 ,780 LBS/1764.3 LBS/FOOT TRANSFORMER TO GIVE PROPER VOLTAGE TO THE CONTROL CIRCUITS = 6.7' AND A THREE-WAY PUMP CONTROL SWITCH. THE SWITCH FINES IN PLACE S: 1) PUMP OFF, 2) AUTOMATIC PUMP ON, AND 3) MANUAL PUMP ON. po �`oa POSITIONS ARE AS FOLLOW 4 1 6' IS LESS THAN 6.7' SO TANK WILL NOT FLOAT QO Dip D Qp DO DQvDp DS DD D >i.ft �p080 „NGLL PHASE AC: POWER '_)UPPi_; ANL) riUU i_ iN A JL_tvA_ (f' p o' �o p p ..Opp J o C4�D D u o`�O U �u U ENCLOSURE. THE PANEL SHALL BE INSTALLED IN A SUITABLE D©po p DQOD ,oaoo 0 oQpD oDQpo 000n°D° LOCATION INSIDE THE BUILDING. ooDpo oD p pip ooi�pp�'D �a ooDDp oD o 0Dpd__` SUPPORT 2" STAKES 6. ALARM 4 - DRIVEN 1-PS )/2 TO 2' INTO GROUND A HIGH WATER ALARM SHALL BE SUPPLIED WITH BOTH AN FILTER FABRIC AUDIBLE AND VISUAL ALARM WITH A SEPARATE POWER SUPPLY END VIEW_ FROM THE PUMP. THE ALARM SHALL BE MOUNTED IN A NEMA-1 _-- ENCLOSURE SEPARATE FROM THE MAIN PUMP CONTROL PANEL- (NO SCALE) AN .ALARM SILENCER BUTTON SHALL. BE PROVIDED TO SILENCE SOIL ABSORPTION S Y S T E THE AUDIBLE ALARM WHILE THE VISUAL ALARM REMAINS LIT 17 , UNTIL MANUALLY RESET. THE PANEL SHALL BE LOCATED -------- --- ---------- --- - - - ON THE INSIDE OF THE BUILDING AT A LOCATION TO BE FLOW DETERMINED BY THE OWNER. NATURAL GRADE 7. PIPING _ -I1 THE PUMP STATION DISCHARGE PIPING, FITTINGS AND SEWAGE FORCE MAIN SHALL BE 2-INCH 200 PSI SDR-2 1 PVC. WITHIN _ ! THE PUMP CHAMBER, THE DISCHARGE PIPING SHALL INCLUDE THE cD FOLLOWING: 1) IN THE VERTICAL POSITION: A 2-INCH BALL- TYPE, CHECK VALVE; AND 2) IN THE HORIZONTAL POSITION: TAMPED ' A 2-INCH BALL VALVE, AND A 2" QUICK DISCONNECT UNION. ANCHOR PIPING AND VALVES SHALL BE ARRANGED SO THAT THEY ARE SOIL -.- 6" 14 - TRENCH EASILY ACCESSIBLE FROM THE PUMP CHAMBER MANHOLE COVER. FOR SILT FENCE USE ENVIROFENCE I FORCE MAIN SHALL BE LAID IN A "CLASS B" TRENCH BEDDING OR APPROVED EQUAL, INSTALL_ BY ALL PIPING OUTSIDE THE PUMP CHAMBER WHICH IS LESS THAN RECOMMENDED TOE-IN TRENCH METHOD. FOUR (4) FEET BELOW FINAL FINISHED GRADE SHALL BE SURROUNDED WITH A MINIMUM OF TWO (2) INCHES OF RIGID 90' SCH.-40 STYROFOAM INSULATION. PVC ELBOW SILT FENCE SEDIMENT BARRIER DETAIL PROVIDE CONCRETE THRUST BLOCKING AT ALL. FORCE MAIN BENDS WITH MINIMUM SOIL BEARING SURFACE AREA OF ONE SQUARE FOOT. (NO SCALE) 8. DOSING REQUIREMENTS 4" SCH.-40 n 4" PVC NiE PURSUANT TO 310 CMR 15.254: DOSING: PVC VENT ACTIVATED THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 4 DOSES PER DAY ---� Z CHARCOAL i - FILTER EQUAL TO 96 GALLONS PER DOSE. THIS VOLUME IS BASED ON A DESIGN FLOW OF 330 GALLONS PER DAY DIVIDED BY 4, AND A o 1 CU. FT. CONC. FORCE MAIN FLOW-BACK VOLUME OF 14 GALLONS PER DOSE. I ANCHOR BLOCK PROPOSED SEWAGE DISPOSAL SYSTEM ADDITIONAL STORAGE PROVIDED IN THE PUMP CHAMBER, ABOVE - THE HIGH WATER LEVEL IS APPROXIMATELY 404 GALLONS. IN THE kkk i FOR: AN EXISTING THREE BEDROOM DWELLING EVENT OF A POWER FAILURE, THIS IS SUFFICIENT CAPACITY TO PROVIDE WINDOW Sry MESH AT: 35 STRAWBERRY HILL ROAD FOR APPROXIMATELY 29 HOURS OF STORAGE, BASED ON ESTIMATED PVC TIGHT- BARNSTABLE, MASSACHUSETTS PEAK DAILY FLOW. JOINT VENT I ASSESSOR'S MAP: 246 PARCEL: 037 9. CONCRETE SEALANT _-_---___--_----___- - (( _ _ APPLICANT: MICHAEL CAREY TEL. NO.:(508) 339--7616 EXTERIOR SURFACES OF THE PUMP CHAMBER SHALL BE SEALED WITH KAPPER'S Q_ __ 34 PLYMOUTH STREET — BITUMASTIC TAR EPDXY OR APPROVED EQUAL THICKNESS OF THE EPDXY 90' ELBOW 4 - 1/4 IAINLESS j SHALL BE 6 MIL. TWO COATS). t i ANBOLTSMANSF1El_D, MA -- -- JOB �: 0-10064 ( ) STEEL N D ----- ---- ------ -------- DATE: APRIL 26, 2004 - DESIGNED BY: P��NssfC DRAWN BYS___.__ _ GOOSENECK VENT LAURA yap, RJF --- A. (NO SCALE) �, SC 46 CHECKED BY: 1, LAB RJF 8R(Y5TERS OF CAPE COD spy P�j ENGINEERING SURVEYING PFRMITTING PAGE 2 OF " P.O. BOX 101, 161 CRANBERRY HIGHWAY ORLF.AN',, Mt, _ -.-. _._ (o 1. GENERAL � O FURNISH AND INSTALL ONE COMPLETE PUMPING SYSTEM z w CONSISTING OF ONE SUBMERSIBLE SEWAGE PUMP AND MOTOR, w I DISCHARGE PIPING AND VALVES, MERCURY FLOAT SWITCH w > NOTE: INSTALL 4" SCH-40 PVC QUICK DISCONNECT UNION 24" DIA. CAST IRON MANHOLE p LEVEL CONTROLS, HIGH WATER ALARM, SIMPLEX CONTROL PANEL Q d INLET PIPE IN TOP 4" OF 8" FRAME & COVER OVER PUMP TO AND A PRECAST CONCRETE 5' I.D.D. MANHOLE. ALL EQUIPMENT � KNOCK-OUT & SEAL WITH BE BROUGHT TO FINISHED GRADE. SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S U- o HYDRAULIC CEMENT (LEBARON LT-105 OR APPROVED EQUAL) SPECIFICATIONS AND WARRANTED FOR A PERIOD OF AT LEAST ONE YEAR. 0 Z UPON COMPLETION OF THE INSTALLATION, THE CONTRACTOR SHALL 4" LOAM & SEED 2.77' = 29 HOURS f- GRADE PROVIDE A SUFFICIENT QUANTITY OF CLEAN WATER TO CONDUCT STORAGE = 404 GALS. TWO PUMP OPERATION TESTS UNDER THE DIRECTION AND SUPERVISION 3" BIT. CONC. OF THE DESIGN ENGINEER AS DIRECTED BY THE BOARD OF HEALTH 11= 12" GRAVEL 20" MIN. 2" SDR-21 PVC, FORCE MAIN 0000 6" TO DISTRIBUTION BOX 2. DOSING CHAMBER PUMP STATION 0000• , ( ) � �I=� 0000 INLET FROM SEPTIC TANK (2" INV = 99.0) w 00000 4" SCH -40 PVC INV. = 99.3 THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE STRUCTURE p II= . . 2" PVC BALL VALVE AS SHOWN ON THE DETAIL. USE A 5' INSIDE DIAMETER (H-20) MANHOLE PREPARED SUBGRADE MANUFACTURED BY SHOREY OR AN APPROVED EQUAL. A 24 INCH DIA. ALARM ON ELEV- = 96.53 1/4" WEEPHOLE COMPACTED BACKFILL PUMP ON ELEV. = 96.36 CAST IRON MANHOLE FRAME & COVER, BROUGHT TO FINISHED GRADE SHALL 2" PVC, BALL CHECK VALVE BE LOCATED DIRECTLY OVER THE SEWAGE EJECTOR PUMP. -5'-0" iv COMPACTED SELECT BACKFILL DRAW DEPTH GALS.) 0.66 MERCURY FLOAT SWITCHES TYP.) 3. PUMP AND MOTOR PUMP OFF ELEV. = 95.7 - 01 PUMP AND MOTOR SHALL BE HEAVY DUTY SEWAGE-TYPE EJECTOR 2" PVC, SDR - 21 0.5 H.P. HEAVY DUTY WITH A 2-INCH DISCHARGE. PUMP AND MOTOR SHALL BE FULLY o0o O o00 200 PSI FORCE MAIN BOTTOM OF PUMP -- _ J„ SUBMERSIBLE SUBMERSIBLE AND SHALL OPERATE AT 1750 RPM WITH A 115V, 00000000000o CHAMBER ELEV. = 94.7 ~' � ' SEWAGE PUMP 60 CYCLE, SINGLE PHASE AC POWER SOURCE. THE ELECTRICAL 0000000o COMPACTED APPROVED D000boo ooDOD4 oo OD D 0000000000o O oD O CONTRACTOR SHALL VERIFY THAT PROPER VOLTAGE IS o00000000o GRAVEL BACKFILL ° o CRUSHED STONE o AVAILABLE AT THE CONTROL PANEL. 24" MIN. BASE OF TANK EL. = 94.12 DDo DOD o p Qoo 6" MIN. USE A MYERS WHR5 OR AN APPROVED EQUIVALENT Do�oD O pDo p p p 0 �Q (SEE NOTE I.E) THE PUMP SHALL BE RATED AS FOLLOWS: -1 � A) 0.50 HP TYPICAL FORCE MAIN BEDDING DETAIL B 45 GALLONS PER MINUTE C 11.45 FEET TOTAL DYNAMIC HEAD (NO SCALE) SECTION VIEW 4. LEVEL CONTROLS (NO SCALE) SEALED FLOAT-TYPE MERCURY SWITCHES SHALL BE SUPPLIED TO PUMP CHAMBER CONTROL THE SUMP LEVEL AND ALARM SIGNAL. TWO FLOAT - -- SWITCHES SHALL BE USED TO CONTROL THE SUMP LEVEL; ONE FOR USE SHOREY 5' I.D. H-20 MANHOLE FOR PUMP 'OFF" AND ONE FOR PUMP "ON". A THIRD SWITCH OR APPROVED EQUAL SHALL BE PROVIDED WITH A POWER SOURCE SEPERATE FROM (SEE "PROFILE OF SYSTEM" PAGE 1) THE PUMP POWER AND SHALL BE FOR THE ALARM UNIT. A NEMA-4 JUNCTION BOX FOR THE FLOAT SWITCHES SHALL BE INSTALLED BUOYANCY CALCULATIONS ABOVE THE HIGH WATER LEVEL. 4" SCH. 40 PERFORATED PVC DISTRIBUTION LINES BOTTOM OF TANK ELEVATION = 94.12 THE FLOAT LEVEL CONTROLS SHALL BE SET TO OPERATE AT THE FG=VARIES SEE PLAN ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. = 98.28 ELEVATIONS INDICATED ON THE PLANS. = - BREAK OUT BOTTOM OF TANK ELEVATION = 94.12 RllimillIII I l li ll „ill111- 1 Ill l�� �finTl�l III, I r I�IT��I;II EL = 103.5 (MAX) HEIGHT OF WATER ABOVE TANK BOTTOM = 4.16 5. CONTROL PANEL 2 5' 2.5' 2.5' 2.5' HEIGHT OF GROUNDWATER ABOVE TANK REO'D TO FLOAT TANK: THE SIMPLEX CONTROL PANEL SHALL BE EQUIPPED WITH A RUN - 1 ,764.3 LBS OF WATER FOOT OF TANK --- 2" LAYER 1/8" TO 1/2" / LIGHT FOR THE PUMP, PROPERLY SIZED CIRCUIT BREAKERS, A TRANSFORMER TO GIVE PROPER VOLTAGE TO THE CONTROL CIRCUITS DOUBLE WASHED STONE, - TANK WEIGHT = 11 ,780 LBS AND A THREE-WAY PUMP CONTROL SWITCH. THE SWITCH r�,5 °'-$ a;B ��, �, �oa �� tea., FREE FROM DUST AND a $ o �'�� --- FINES IN PLACE - 1 1 ,780 LBS/1764.3 LBS/FOOT = 6.7' POSITIONS ARE AS FOLLOWS: 1) PUMP OFF, 2) AUTOMATIC PUMP ON, �� AND 3) MANUAL PUMP ON. C o oDa o°D ,`' °Qo 00 oo Dog o oQ Soo o 4.16' IS LESS THAN 6.7' SO TANK WILL NOT FLOAT daoD o$ g I "I-) io �o� 0 3/4" TO 1 1/2" THE SIMPLEX CONTROL PANEL SHALL BE FORA 115 V, 60 CYCLE, ° o00 o08 ° poo008 000 Qop$o� c DOUBLE WASHED STONE, SINGLE PHASE AC POWER SUPPLY AND HOUSED IN A NEMA-1 moo o° v a o��'oD o0 0 o 561 1 0 `� o �o D c� o 00p� D 0C>e 0000 0 o f oo� D o U D ooClppo 0o FREE FROM DUST AND ENCLOSURE. THE PANEL SHALL BE INSTALLED IN A SUITABLE oop DQ0 :O 0goo O DQoD �DQo° o odoDo�°o0 Dao oo�D 6 FINES IN PLACE LOCATION INSIDE THE BUILDING. Do4000Do0D aDDooDo0D DaD000DO0Dp0 DaoDQp 0 - U-- - o n -.-. . D_ O ° 6. ALARM SUPPORT POLES, 2" X 2" STAKES j - --- ---- 10' - �- DRIVEN 1-1/2' TO 2' INTO GROUND A HIGH WATER ALARM SHALL BE SUPPLIED WITH BOTH AN AUDIBLE AND VISUAL ALARM WITH A SEPARATE POWER SUPPLY END VIEW FILTER FABRIC FROM THE PUMP. THE ALARM SHALL BE MOUNTED IN A NEMA-1 - ENCLOSURE SEPARATE FROM THE MAIN PUMP CONTROL PANEL. (NO SCALE) AN ALARM SILENCER BUTTON SHALL BE PROVIDED TO SILENCE THE AUDIBLE ALARM WHILE THE VISUAL ALARM REMAINS LIT SOIL ABSORPTION SYSTEM UNTIL MANUALLY RESET. THE PANEL SHALL BE LOCATED ---- ON THE INSIDE OF THE BUILDING AT A LOCATION TO BE DETERMINED BY THE OWNER. F 7. PIPING NATURALGRADE THE PUMP STATION DISCHARGE PIPING, FITTINGS AND SEWAGE - - - FORCE MAIN SHALL BE 2-INCH 200 PSI SDR-21 PVC. WITHIN THE PUMP CHAMBER, THE DISCHARGE PIPING SHALL INCLUDE THE FOLLOWING: 1) IN THE VERTICAL POSITION: A 2-INCH BALL- - TYPE, CHECK VALVE; AND 2) IN THE HORIZONTAL POSITION: A 2-INCH BALL VALVE, AND A 2" QUICK DISCONNECT UNION. TAMPED ANCHOR PIPING AND VALVES SHALL BE ARRANGED SO THAT THEY ARE SOIL 6" I -- TRENCH EASILY ACCESSIBLE FROM THE PUMP CHAMBER MANHOLE COVER. FORCE MAIN SHALL BE LAID IN A "CLASS B" TRENCH BEDDING FOR SILT FENCE USE ENVIROFENCE ALL PIPING OUTSIDE THE PUMP CHAMBER WHICH IS LESS THAN OR APPROVED EQUAL. INSTALL BY FOUR (4) FEET BELOW FINAL FINISHED GRADE SHALL BE RECOMMENDED TOE-IN TRENCH METHOD. SURROUNDED WITH A MINIMUM OF TWO (2) INCHES OF RIGID 90• SCH.-40 STYROi PROVIDE INSULATION. ELBOW SILT FENCE SEDIMENT BARRIER DETAIL PROVIDE CONCRETE THRUST BLOCKING AT ALL FORCE MAIN BENDS WITH MINIMUM SOIL BEARING SURFACE AREA OF ONE SQUARE FOOT. -- _ - (NO SCALE) 8- DOSING REQUIREMENTS 4" PVC NIPPLE PURSUANT TO 310 CMR 15.254: DOSING: PVCSVENT406PVC ACTIVATED THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 4 DOSES PER DAY CHARCOAL EQUAL TO 96 GALLONS PER DOSE. THIS VOLUME IS BASED ON FILTER A DESIGN FLOW OF 330 GALLONS PER DAY DIVIDED BY 4, AND A 1 CU. FT. CONC. -- - - ---- FORCE MAIN FLOW-BACK VOLUME OF 14 GALLONS PER DOSE. ANCHOR BLOCK PROPOSED SEWAGE DISPOSAL SYSTEM ADDITIONAL STORAGE PROVIDED IN THE PUMP CHAMBER, ABOVE THE HIGH WATER LEVEL IS APPROXIMATELY 404 GALLONS. IN THE �k FOR: AN EXISTING THREE BEDROOM DWELLING EVENT OF A POWER FAILURE, THIS IS SUFFICIENT CAPACITY TO PROVIDE AT: 35 STRAWBERRY HILL ROAD FOR APPROXIMATELY 29 HOURS OF STORAGE, BASED ON ESTIMATED PVC TIGHT- - WINDOW SCREEN MESH PEAK DAILY FLOW. - BARNSTABL_E, MASSACHUSETTS JOINT VENT 9. CONCRETE SEALANT ASSESSOR'S MAP: 246 PARCEL: 037 EXTERIOR SURFACES OF THE PUMP CHAMBER SHALL BE SEALED WITH KAPPER'S APPLICANT: MICHAEL CAREY TEL. NO.:(508) 339-7616 f, BITUMASTIC TAR EPDXY OR APPROVED EQUAL. THICKNESS OF THE EPDXY 34 PLYMOUTH STREET SHALL BE 6 MIL. (TWO COATS). 90• ELBOW 4 - 1/4" STAINLESS MANSFIELD, MA JOB #: 0-10064 STEEL NUTS AND BOLTS DATE: APRIL 26, 2004 DESIGNED BY rJr�VAURA LAS GOOSENECK VENT Ss9ys RDRAWN BY: (NO SCALE) D 1 ( CHECKED BY: LAS RJF E SCHOFIELD BROTHERS OF CAPE COD s4 R�a� ENGINEERING - SURVEYING - PERMITTING PAGE 2 OF 2 P-0. BOX 101, 161 CRANBERRY HIGHWAY ORLEANS, MA ------- ------ --- -- 508 255-2098 DEEP TEST HOLE OBSERVATION LOG #1 LOCUS MAP DATE: 6/13/02 JOB: 0-10064 PLOT PLAN - , PERFORMED f3Y: (AURA SCHOFIELD WITNESSED BY DAVID STANTON, BARNSTABLE BOH SCALE: 1 in. = 20 ft. 4 ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL O�PC Y ASSESSORS MAP 246 PARCEL 037 (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING OTHER w LOT AREA: 1 1 ,190 SQ.FT.f 99.2-98.3 0-11 A LOAMY SAND 10 YR 3/4 NO 98.3-97.2 11-24 B LOAMY SAND 10 YR 6/8 NO �G _ 97.2-92 7 24-78 C SAND 10 YR 5/4 NO C � O LOCU§ RpAO PARENT GEOLOGICAL MATERIAL. GLACIAL OUTWASH STANDING WATER IN HOLE: YES 6EACH WEEPING FROM FACE- 59" TH TO K: CRPtG�U`yyEST ESTIMATED SEASONAL HIGH GROUNDWATER AT EL. = EL EV. 98.28 •' PERCOLATION TEST BOTTOM OF PERC. AT 32" 9--6 2 MIN., PER TE < 2 MPI HYANNISPORT CO �Lf eEgCH DEEP TEST HOLE OBSERVATION LOG #2 DATE: 6/13/02 JOB: 0-10064 • PERFORMED BY. LAURA SCHOFIELD WITNESSED BY: DAVID STANTON, BARNSTABLE BON ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL SCALE: I IN. = 2000 FT. (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING OTHER 100.5-99.5 0-12 A SANDY LOAM 10 YR 3/4 NO PROPOSED 4" SCH. 40 PVC VENT f 99.5-98.9 1 2-19 B SAND 10 YR4/6 NO GENERAL NOTES LOCATION TO BE SPECIFIED BY OWNER.\ ' ' DRAIN MANHOLE 98.9-93.8 19-80 c SAND 10 YR 6/4 No MEDIUM 1 ELEVATIONS REFER TO AN ASSUMED DATUM. SEE BENCHMARK ON PLAN •j�03. 0 x / 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE 57 76 02' / �1\.5 ' MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF Q PARENT GEOLOGICAL MATERIAL: GLACIAL OUTWASH STANDING WATER IN HOLE: NO z x � HEALTH REQUIREMENTS FOR THE TOWN OF BARNSTABLE. U_ 1p1.4 / 103.5 Q WEEPING FROM FACE. 76" DROCK: 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF � - z 101.7 _ STOCKADE FEh 103.4 / HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. ' ESTIMhTED SEASONAL HIGH GROUNDWATER AT EL. = T ELEV 98.3,•• 4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED p PERCOLATION TEST PERC. RATE < 2 MPI (ASSUMED) AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE 15- / TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH. 100.91 / INSTALL 40 MIL PLASTIC BARRIEf; i0 5. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY ESTIMATED HIGH GROUNDWATER INCLUDES 4' CORRECTION FACTOR O t03. ENCOMPASS LEACHING AREA. FOR MATERIALS ENCOUNTERED DURING EXCAVATION. REMOVE EXISTING / TOP OF BARRIER EL.=103.5 6. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE # 99 5 D-BOX & 101 2 GRAVEL BOTTOM OF BARRIER TO MATCH SLAB LOCAL UPGRADE APPROVALS REQUESTED PURSUANT TO TITLE V, THE LEACHING AREA r - ORIVEWAr ELEVATION. STATE ENVIRONMENTAL CODE ARE AS FOLLOWS. EXCAVATED AND REMOVED. BACKFILL MUST BE CLEAN SAND MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD BROTHERS IF co / LIMIT OF EXCAVATION ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALITY. It? TANK SEPTIC 15.405(1)(b) REDUCTION OF SYSTEM LOCATION SETBACKS TO A CELLAR INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOR TANK TO REMAIN J f WALL FROM A LEACHING AREA 7. °O PROPOSED p � EXISTING �\ 1a / J J / REQUIRED: 20 FEET A CONFIRMATORY TEST HOLE SHALL BE PERFORMED IN THE VICINITY OF THE LEACHING AREA PRIOR TO INSTALLATION. f PUMP CHAMBER O 1 DECK I ,� O' / _ / PROVIDED: 10.4 FEET 8. EXISTING LEACHING AREA IS TO BE PUMPED, AND REMOVED. _ _ 9. EXISTING SEPTIC TANK INVERTS SHALL BE VERIFIED IN FIELD PRIOR TO 11I ?102. f 15.405(1)(i) REDUCTION OF THE REQUIRED FIVE FOOT SEPARATION COMPONENT INSTALLATION. CONTACT SCHOFIELD BROTHERS IF ft i 100,5 O / BETWEEN THE BOTTOM OF THE SOIL ABSORPTION SYSTEM SIGNIFICANT DISCREPANCIES EXIST. AND THE HIGH GROUNDWATER ELEVATION. 10 SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE�i 4 �0' ! "t BENCHMARK:1 REQUIRED: 5 FEET STOCKPILED AND REUSED AT OWNERS OPTION. RE-SPREAD OVER CATCH BASIN RIM PROVIDED: 4 FEET DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH. EXISTING T!~ 1 � � � 5.2 ELEV.-102 i , DWELUNG i i 11 N0 PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE �F n``�--- RESERVE LEACHING AREA. l ,M 1Ci4 ' f I DRAINAGE CATCH i1; �SS40 12. SEPTIC SYSTEM COMPONENTS DESIGNED FOR A MINIMUM H-10 LOADING. lLJ BASIN e ROBMT yGs ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE OR OTHER HEAVY JOHN EQUIPMENT TRAFFIC SHALL BE INSTALLED WITH H-20 LOADING CAPACITY. FREEMAN 17 No'. 32655 13. UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL 9 3g • 103 3 -it�0' 10�4.8 Q / �ess% yo�' VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. v: d '-G Q_ / qND S�4tV� 14. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHING AREA. PROPOSED 2" FORCE MAIN. J / 15. CONTRACTOR SHALL USE EROSION CONTROL MEASURES AS REQUIRED FORCE MAIN SHALL BE 18" BELOW THE DURING INSTALLATION TO PREVENT RUNOFF ONTO STRAWBERRY HILL WATERLINE OR SLEEVED WITH A 20' LENGTH ROAD AND ABUTTING PROPERTIES. OF SCH. 40 PVC PIPE CENTERED OVER THE WATERLINE RE-LOCATED WATER J AND GAS LINES ,AND DESIGN CALCULATIONS r PROPOSED CONTOUR LINE 1 ESTIMATED HYDRAULIC LOADING: I ---XX--- EXISTING CONTOUR 3 BEDROOMS AT 110 GPD PER BEDROOM = 330 GPD GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN W WATER LINE - SEPTIC TANK SIZE: 000 EXISTING 1500 GALLON SEPTIC TANK AVERAGE DAILY FLOW = 330 GPD X 2 DAYS = 660 GALLONS SEPTIC TANK PROVIDED = 1500 GALLONS (EXISTING) ❑ PROPOSED DISTRIBUTION BOX PROPOSED LEACHING AREA 3. DESIGN PERCOLATION RATE _ < 2 MINUTES PER INCH PROPOSED LEACHING RESERVE AREA SOIL TEXTURE SANDS, CLASS 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF #0 . III EXISTING SPOT ELEVATIONS TEST HOLE LOCATIONS 4 LEACHING AREA: It PROPERTY LINE TOTAL BOTTOM AREA PROVIDED = 450 SF X 0.74 x � GPD/SF PROPOSED SPOT ELEVATION = -53 GPD G D OH OVERHEAD UTILITIES MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = UG UNDERGROUND UTILITIES ACTUAL HYDRAULIC LOADING = 330 GPD (SEE 1.) DESIGNED LEACHING AREA EXCEEDS LEACHING AREA REQUIRED UNDER FG FINISHED GRADE BOTH TITLE 5 AND THE TOWN OF BARNSTABLE BOARD OF HEALTH UP UTILITY POLE REGULATIONS TOF TOP OF FOUNDATION ELEVATION PROFILE OF SYSTEM - NO SCALE TYPICAL LEACH BED CROSS_ SECTION - NO SCALE / PROVIDE 24" DIA. H D. CAST IRON FRAME AND COVER e FG=EXISTING 3" MIN. BROUGHT TO FINISHED GRADE WITH CONCRETE RISER 1 FG=EXISTING AIR SPACE AND MORTAR USE LEBARON LT-105 OR EQUAL �N1� F :a � �I FG=101x9 FG=104.9t PROPOSED SEWAGE DISPOSAL SYSTEM • INVEXISTING ` 11 -rim 4" PE?.FORAYED 2" LAYER OF ------ SCH 40 PVC PIPE t 8" - 3/8" INV -EXISTING 2" sDR-21 2" DIA FOR: AN EXISTING THREE BEDROOM DWELLING _LQL1_ FORCE MAIN PVC TEE FG=VARIES D UBLE NE WASHED AT: 35 STRAWBERRY HILL ROAD ' (FIELD VERIFY) INV. = INV. = 2" INV. BARNSTABLE, MASSACHUSETTS •Z 6"MIN. 6^ MIN. _99.3__ _99.0-_ `_103_08 END OF / ______ _ LEAC ASSESSOR'S MAP: 246 PARCEL: 037 BEGINNING ov Ov o Ov O o ov ov o OD O o / ov0 c o o ao I - t02.7 APPLI(-ANT: MICHAEL CAREY TEL. NO.J508) 339-7616 _ 00� w oA� vo ooP°d �b o� SE VENT P E m INV. - 6 OF LEACH LINE o ogo 0 0$00 oQ,00 og INV. = PUMP 103.25 6" v avo boo o ° o0 ov°aao 34 PLYMOUTH STREET ��/ - INV=103.0 - oo�� o 0 0 0 00� _EXISTING 2'MIN CHAMBER -- op6. OFoog o 0� OO " C) p p0 Q� NNECT ALL DISTRIBUTION MANSFIELD, MA JOB #: 0-10064 3"MAX. v 672 GAL. loo STONE a I LINES TO 4" VENT • GAS -�Ifoo BELOW o$ll MAX. MANIFOLD FLOW LINE BAFFLE 3' 5'-0" 84' 6' 45' DATE: APRIL 26, 2004 DESIGNED BY: 1 2' 3/4" - 1.5" t� OF yqs LAS " INLET OUTLET DISTRIBUTION BOX (H-101 PROFILE VIEW DOUBLE WASHED ��P� S�ti DRAWN BY: • FIVE OUTLETS STONE LAURA a RJF 6• OF 4Oo Opdo 0o pdo 0p00Dap od0 000 0 00 0 ov0 ocA °00 0 o INVERT ELEVATIONS OF ALL BOTTOM OF BED - A CHECKED BY: STONE o0000 SEPTIC TANK (H-l0 o goOpQ��o�p �o 0000$� OUTLETS TO BE THE SAME ELEV=102.28 SIIIQFIEL �a�� LAS RJF BELOW000CAPACITY = _ 1500_ GALLONS OQ°a _ 6' UNUSED OUTLETS SHALL BE PLUGGED ' P o SCHOFIELD BROTHERS OF CAPE COD PRECAST REINFORCED CONCRETE PUMP CHAMBER - USE WITH HYDRAULIC CEMENT F0(d OUTLET PIPES SHALL BE LEVEL FOR S4N1 R\�� ENGINEERING - SURVEYING - PERMITTING (EXISTING, TO REMAIN) SHOREY H2O 5' LD MANHOLE AT LEAST TWO FEET NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 PAGE 1 �f 2 P.O. BOX 101, 161 CRANBERRY R NBE5R HIGHWAY ORLEANS, MA NOTE: ALL PIPE 4" DIAM PVC TIGHT JOINT SCH. 40 UNLESS OTHERWISE NOTED OR APPROVED EQUAL UNLESS OTHERWISE NOTED