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Home My WebLink About0120 NORTH PRECINCT ROAD - Health ��120��North'�Pr°ecinct Road � r �Jt � ys � 1VlarstonshMills; - --- - -- - - - - -- - — �A T46+Y001'- i i f i j Commonwealth of Massachusetts I��fq�0-' Title 5 Official Inspection Form Subsurface Sewage Disposal System form -Not for Voluntary Assessments 4 120 North Precinct Property Address ^I Scneckloth Owner Owners Name information is required for MA 02632, 10-11-17 every page. City/T State Zip Code Date of Inspection '' Mrs fws m i l& (p 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. WhenWn filling out A. General Information When forms on the S ! d�Q 7-4- computer,use 1. Inspector: only the tab key to move your DOUGLAS A BROWN cursor-do not Name of Inspector use the return key. D.A.BROWN INC Company Name P.O. BOX 145 Company Address CENTERVILLE MA 02632 City/Town State Zip Code 508-420-4534 S14297 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 10-11-17 I pector ignature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different,conditions of use. t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 17 Syr4 vs Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown 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: ® 1 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: Tank was pumped for maintenance as part of the inspection. The house has never been occupied by more than 2 people. This report can not predict the future performance under the same or increased usage. Also this report is not to be used for determining legal bedroom count. The info in this report is based on the info available at the time of inspection at the Board of Health. 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins•3/13 Title 5 Official Inspection Forth: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 M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments wM °' 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health- ❑ ® Were any of the system components pumped out in the previous two weeks? 0 ❑ Has the system received normal flows in the previous two week period? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 4 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: According to as-built card system consists of a 1500 gallon septic tank, d box and a 4bed s.a.s as per as-built card Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonaluse? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: 2015-309 2016-347.9 gpd Sump pump? ❑ Yes ❑ No Last date of occupancy: currentlyoccupied Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons.per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments ,M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: currently occupied Date Other(describe below): General Information Pumping Records: Source of information: Debarros septic Was system pumped as part of the inspection? ® Yes ❑ No If yes, volume pumped: 1500 gallons How was quantity pumped determined? sight glass Reason for pumping: maintenance Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ElShared 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 10-21-97 per as-built card Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 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.): Septic Tank(locate on site plan): Depth below grade: 1.75 ti feet F 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 per as-built Sludge depth: heavy t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. City(rown 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 Scum thickness thick Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Owner stated it had never been pumped, so the tank was pumped for maintenance at time of inspection.The tank was functioning properly but was badly in need of pumping. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: f El concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owners Name information is required for Centerville MA 02632 10-11-17 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M s 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Citylrown 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.): box was functioning properly with blue speed levels in place. There was some slight scum build up in box probably due to lack of tank maintenance. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: There were no observation ports found in area of s.a.s but i did probe into stone in area of s.a.s and found no clear signs of failure. Exact level of ponding in s.a.s could not be determined at time of inspection 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 G M , 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 6 infiltrators ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): There were no observation ports located on s.a.s so exact level of ponding could not be determined. I did probe into the soils and stone around the s.a.s and found no clear signs of failure or overloading at time of inspection. 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 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. CityrFown 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 W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M s 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Citylrown 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: 5 feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: as-built card from installer Joseph Harvey dated 11-7-1997 Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 120 North Precinct Property Address Scneckloth Owner Owner's Name information is required for Centerville MA 02632 10-11-17 every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 Assessing As-Built Cards Page 2 of 2 http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=148146001&seq=1 10/24/2017 •Assessing As-Built Cards Page 1 of 2 1 V•11�Vl'YI'4V�Jb1lW�rL LOCATION 0 ' 6x4 �f'P inP� M. SEWAGE# n —UI VILLAGE t .P enryi le_ ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHINGFACEM:( )0 �' (siza)`'9("a5,4 eA• NO.OF BEDROOMS_ 120 X fs/ BUILDER OR OWNER ?(M)Inn �jYN1 PERMITDATE:__I -gT_COMPLIANCE DATE: Separation Distance Between the: _ Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 fact of leaching facility) N Feet Edge of Wedand and Leaching Facility(If any wetlands exist ! within 100 f g facility �4` Feet Furnished by Cc v, i A) _ 16' N A2 Z.a3' J _ SSE Ay=3s 1 AS=yn'6'' fa.: 46 3 yT• f}q.6S s 131_3i . V p.goic o A sae * :5Y6 Q6�y► d,� 10 http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=148146001&seq=1 10/24/2017 ` LIe f L V loor T r' �n 5 �- d l�l s �Coy-) fiIkADE WM4 A MAL COPY UP s.A 0 E W t 1 R X 1 P.I A L CO Pr of MADE IMF14i A 'PUAL copy O m.Nu# w f 1-4 A 1,�I a jar* 1*9 Smnartan'.1fame, S a t D MW -fr L al I A I)t IN I ENE A .1 R I AL c 0 p F A�lp E. 'IV 141 A R I AL "Opl QIF ,}AP: Al f H A I R.1,1 t C Q P Y I v 'x!r;q 9!0" --V MM- lla lan, 6'7" 'A D t vv k i ii 17.71,i~I Fla co co bf 5 con ,A�ADE'Nit ff AA E Wi f W A 1 F i A x4- Cuf aw, A 1p'llmi ;�i'L co, 5 t 1 lm A i R CO4 9 RIRAAA COPT 04 164AVA 'N�f+l A )r.0, p C) ZD v 'N I o, API A E C-..ill ,P 7 SF6"7" X-Apk Velr!j a, M-I.Abr; INVIN A iphil- 1p A I.V;Tii i;i A Rl CC fit Ul M A DE IN f 1 44. A I A L C OP V `0 -114 A 1pl� 1,05 qy Qk wr2l - IS,On IRVIN A AKIAL COPY of� MApt WEIR A, IRIAL COPY D� MALA WICIR A Tplal COPY CD C x YRtAE COPY Of MwAVIt vvt(H A 1PIAL ILCIPY WE leiaL cor�v o 9 'A'r t .4z q,am 15-0" UD� WM4 MIAL cIF "wr;i rb- J, W t TOWN OF i BARNShTABLE LOCATION �n�O D►' . ?ro' '. j o-,L- SEWAGE # _8I I _ �n I VILLAGE l/�. mot - /" t ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY (O L � LEACHING FACILITY: (size), 9{p. ri r NO.OF BEDROOMS -- 12.1 BUILDER OR OWNER rt'Yl]1'1:n We:{ 2 PERMTTDATE: I0- - COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility '7) Feet Private Water Supply Well and Leaching Facility (If any wells exist N 4 on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist /► / within 300 fe o c . g facilityy Feet Furnished by �"` Aa o A =`3s" Ac Ss 6S i D-gox 63 z m _ (34-07 = 6 r sass S`�b s9 , � v' t 69: �i�6`� 67�� a i o. a •*/ e ; Fee N _"(J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: A.� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for ;Diopozal *p�tem Coa5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Lo�apon Address or Lot No. / Q Or ire ET Owner's Name,Address and el.No. 1'v ;r&it S �IiIIS n�_�o-.,',t .�"^ - Hq avv� 2Xa lr` Tro5 r Assessor's Map/Parcel 1 r/g I C / P.0. 0yG / � C� / 'G ` G Im Installer's Nam ,Address,and Tel.No. de Desig r' Name,A dress and Tel.No. W 571-(O o� Type of Building: e5 Dwelling No.of Bedrooms y Lot Size •5*2 � }.-ft. Garbage Grinder( ) Other Type of Building No.of Persons N Showers( ) Cafeteria( ) Other Fixtures Design Flows gallons per day. Calculated daily flow qqd gallons. Plan Date Number of sheets Revision Date Title f — O e- Qn _St�solrf e Scat S Size of Septic Tank I S-QO ac'u tlo►� Type of S.A.S. 5� Pa of cy iy! �� 'Nra✓t w g' Scs O e—armorosD.e- Description of Soil S ! C-Oar O� q Nature of Repairs or Alterations(Answer when applicable) DESIGNING MUST 86 o{ov�e� INSTALLATION AND CERTIFY IN WRITINd THE SYSTEM WAS INSTALLED IN STRICT ACCORDANCE TO PLAN. Date last inspected: Agreement: The undersigned agrees to ensure the construction and mat nce o afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro a al Code an not place the system in operation until a Certifi- cate of Compliance has been is d y thi o of ealth. Signed Date III Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued f�" Fee_zoo_�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes i - PUBLICHEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for Oi.5 o5af *pgtem Construction Permit Application for a Permit to Construct Repair de Abandon( ) ❑Complete System ❑Individual Componentsprer PP t ( P ( )UPg ( ) P Y P Icy lor- Loc/oAn fAcdjdr�es�s or Lot / `� O NOY h�5 T/P 9T ;Owner'ss Name,Address and Tel.No. AT Jt Grtt� 1�7111� 0 P Ll_ i .?' `i Ficii�,Ik0M T 1 u 5r ' Assessor's Map/Parcel G f t �`L _ P.O, Ok ('?2 C�f Installer's Name,Address,and Tel.No. Desi jq�,Name,Ad ress and Tel.No. c/o OS 30P Avf 110 Ile�y ► gf ss I Sfc 1G�' btc+iHd h�jc.Pe N �7c-5 �rxcdt o�;6 MC4 Type of Building: 4-1 qc r e s Dwelling No.of Bedrooms Lot Size ) sq--ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( Other Fixtures Design Flow gallons per day. Calculated daily flow Y y� gallons. Plan Date �h t r l `7 Number of sheets Revision Date �Y Title P'!�r ��rt✓1 ►o�e�( F �Se awry Sir6_ue Fates Sc�-n p /�r��z�!g/ S�e7& Size of Septic Tank 15,00 !3d P/off Type of S.A.S. C t,. 3' .SGJC'. SO ✓' �... Or'� � S�P�o c�✓t �r� £� y ' �Iv►�e- �,! i O 7 2 r Descri tion of Soil Q /' , P Nature of Repairs or Alterations(Answer when applicable) —w - Date last inspected: l Agreement: The undersigned agrees to ensure the construction and mai nce o af The:afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the.Envir le al Code an not t, place the,system in operation until a Certifi- cate of Compliance has been issued by this oacd of ealth. /�� " 017-�P Signed Date 6'" Application Approved by Date —,P—G'T d-a#r ire Application Disapproved for the following,reasons t ; a Permit No. Date Issued 6 —————————————————' —————————— Ff THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of compliance THIS IS TO CERTIFY,that the On-site 'ewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( )b _-A at / p has been constructed in accordan e with the provisions of Tid 5 the for isposal System Construction Permit No. �' dated Gs �' �" � } Installer �6J;4;; e°L�' Designer f' The issuance o� t shall not be construed as a guarantee that the systeErwill f oo s designed, Date Inspector A No. � �' ---------------------------- 7j Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpoat *pgtem Construction Permit --',Permission is hereby granted to Construct( )Re air( )Upgrade( )Ab_ando ( ) System located at ��o fV 00 tJ 1, C i Z 'j`^ tb l 2 �l�l e yl��i _ 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 must be completed within three years--of the date of this permit. Date: 110'6)-/ 7 Approved by , Qj r Bass D E S I G N June 23, 1997 Mr. Thomas McKean Barnstable.Health Department P. O. Box 534 Hyannis, MA 02601 Re: Lot 29 (#120)N. Precinct Road Centerville, MA Dear Mr. McKean, At your request, the following information has been prepared for your files concerning the groundwater at the above referenced parcel of land. On May 6, 1997 three test holes were excavated, one on this lot and the other two on adjacent lots. Groundwater was observed in all three test holes. The groundwater was discovered much lower in elevation initially and was allowed to seek a higher level over approximately an hour per test hole. Mottles were observed in all test holes and are at approximately 67" below grade on lot 29. The reason for not applying the "Frimpter Method" to this site, is because of the influence of adjacent'wetlands,'the pond and brook that effect the groundwater here. As you are aware, Weathervane Pond is dammed at the rear of this lot and spills over a fixed weir into the Skonkanit Brook. This brook is approximately four feet lower in elevation than the pond. The pond water was at its maximum elevation and pouring over the weir during the test hole excavations. Since the brook and wetlands are a consistent outlet for groundwater and also for the pond, it is difficult to apply a theoretical "high" groundwater calculation to an area with this situation. Also, the groundwater has a rapid rate of movement through the sandy soil present in this area and appears to be upset on lot 29 because of the dammed pond. It is my professional opinion, that the mottles observed at the groundwater level represent high groundwater on lot 29. These mottles were also observed on lot 30 and 31. If for some reason the pond weir was elevated or lowered, it probably would e ect the groundwater elevation on this lot. If you have any questions, please call me. eqc h P:E— LAND SURVEYING cc: Hamilton Homes, InC CIVIL ENGINEERING LANDSCAPE ARCHITECTURE BSS Design,Incorporated 164 Katharine Lee Bates Road Falmouth.Massachusetts 02540 508.540.8805 Fax 508.548.8313 TOWN OF BARNSTABLE LOCATION nlr 0 dorlb f_/�re (tl1 0 L. M SEWAGE # 9 -t3/ _ V1L,LAGE l .Plrl'I �P1.`� e ASSESSOR'S MAP & LOT I , INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: qy ` ' ' (size)3_�(�,ri X I &-,a- NO.OF BEDROOMS rr 121 X ts' BUILDER OR OWNER t�fi1 PERMITDATE: I G- . L _COMPLIANCE DATE: 1l -7 - 11 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) N Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 fe o c g facili Feet Furnished by ► = l00 A3 z45" 6 i Ifbtt a — Ac ® A$=sa � 3 N Q3=50 ti y SA �ss ,, 13S"Z35 s �u =5Y� o a -4g • s NOTES: BSS DESIGNING ENGINEER MUST SUP E l� GRAPHIC SALE 1. HOUSE No. 120 NORTH PRECINCT ROAD INSTALLATION AND CERTIFY IN W N D E S I G N THE SYSTEM WAS INSTALLED !M S ICT eo o ao eo tso 240 2.. ASSESSORS No. MAP 148, PARCEL 146-1 ACCORDANCE TO PLAN. 3. ZONING DISTRICT: RF RESIDENTIAL GROUNDWATER PROTECTION OVERLAY DISTRICT �. LAND SURVEYING �. CIVIL ENGINEERING 4. FLOOD ZONE: ZONE C O 1 inch = 60 & LANDSCAPE ARCHITECTURE SPILLWAY ELEVATION 33.9 OFIdgSS 5. SPOT .GRADE ELEVATIONS ARE BASED ON NGVD. `vP )EFFR BENCHMARK - TOP FIRE HYDRANT, ELEV. 41.41. EDb -- ,� WEATHERVANE POND n ER 164 Design, Incorporated 1s4 Katharine I.ee Bates Rd JL ... _e•• � 9N 3 8�o Falmouth Massachusetts 02540 0 "'•' +a• .. � B D � / ! 508.540.8805 FAX 508.548.8313 LEGEND: �; �� ;� .. '"� GET AL X ts.ts BVW 34� \ BVVy�........ ...,E, EDGE aF ANDg AID 41 6�L EXISTING SPOT GRADE _ / -__ , -BAIL_ _....�•. � W EXISTING FIRE HYDRANT w� : ( // %'r -_ -- " • .... ..AIL — W PROPERTY LINE AL AL AL �' N �!/� 0 W 47 • f •�::..--.1.: ,e TEST PIT �- B , ?.5S�ACRES TOTAL "� Pq B BVW - 10 EXISTING CONTOUR �. ?. 0 Q U �0 g 3� • .197f A S UPLANDS; ; a) W z x cn CONCRETE BOUND �\ �,y/ o ,�• ;; 3p00 (n a — U W FOUND �P �.,� P" oo • .. . , C9 0 _cn �o / �fr'� S y�, 8 Z �. T OF wo / W 2 -, 30 y '� �� / j ---- -- L- / 0 0 LLJ W � Q �� / C'� � ' - y� `1i PRdP -- r•.r.; ....... v EXISTING Q G CL to / AL/ 1 � - B .� rn � HOUSE W 0 is Q AL ' 00 /� •,�� B�W 29 I m PROP EP - Z Q J / / , , 361 f•. 6 J h� La. Z _! �•. •'� S 34 43 " rc ............... TE' ry Q 0 N LOT 30 - •... , ..... . r* cn o � P ECIN T :DW — MO / //AL AL Bj /•.•.••••••• ,..... BENCH MARK RO 0 a N (n AL `/� TOP HYDRANT 41.41 J Z Q ~O Q .,L / SEE SHEET 2 FOR 20 SCAL DETAIL PLAN a' Q a = J 11fc AL , '� \ AL � i� � � � � � _ scale B 26 •. " �o •. 8 BVW 7 BVW t 1"= 60' BV% 9 AL "'`+� 6 ` . .... ... 'x date �••''•/ �\ .rye \ J BVW 13 �'.�BVW 10 AL ALBVW��'BVW��—„a�y� � AL JUNE 16, 1997 'BVW 5/ / / / ) ...�...... /•, 0 —, AL AL__ drawn Fnnv AL JIL AL !/ BMW 1 AL AL TJB ,iy� / � \��— v �5 ,,L L c checked �I jAL 6 B 2� \� _ — .•��,,.�T16� LBORDERING VEGETATED WETLAND'` � � 'L"' ,dt� jo m be AL AL � AAL 97052 \ � � AL title AL ,� -�-; -e ,� `5 36.3 '�" W vw�'f — m L .-. ----- + `` — SITE PLAN • 2 1 , AL � �` l• �- AL 1 OF 3 .. „�••• _ — .. •�,,\�� LOT 31, IL 49 —B 23 AL � �i AL ��•��p��.�.B BVW 60 •�...:.....�.......... •�\ V�1`55` L _-- drawing number A ' AL �4 --B1�if►'1;4 BVW�63 j \`BVW 59 8".� �� £ OF 1 IBSS COT V NE D E S 1 8 N 38_`\\ LOT 29 \ 4�(A -4 � ' * 2.52±ACRES TOTAL LAND SURVEYING .. •• • ••••••• \ �Q .9X H10 S1D. /Nf1LTRATORS .. . , w/3 OF WASHED STON CIVIL ENGINEERING ON SIDES AND 4' OF STONE z E I ty 2.20±ACRES UPLAND LANDSCAPE ARCHITECTURE ci ; x 38.3 0 • BETWEEN UNITS AND AT i c~n l ?- • �• • 0 BOTH ENDS OF SAS, I X I� BOT, AREA: 125r45' ;`'' /�J BSS Design, Incorporated p1 i TELEPHONE, ELECTRIC, CAM SERVICES � 184 Katharine Lee Bates Rd QF y` LG 1 1 / Falmouth Massachusetts 02540 1v 508.540.8805 FAX 508.548.8313 `� 0 II Qr` X 38.9 DEG+ Iro I i x 37:8- / PROPOSED ---- L / 1' D/A 200 PSI PE W SE ----- -- ------- --- - . -----•- WATER SERVICE TUBING CO Zp0 / FOUR x 37.6 y, C :D �¢__ e 0 BEDROOM - C .w... _ �!' ¢SOX HOUSE -- -- -------- /----- F.F.E.• 4,3.0 U w / LLj Z V) — H PROPOSED LAWN 1.0 O x 38.4 Q (n w Z (n 5,000E SF TOTAL 0 1500 GAL reserve 0 V I I OB9 ��` / coSEP77C W W Ow TANK W x U) �\ I 2 CAR a = p0 S Tp S, W O V GARAGE / ` Sq.1 ANU�{r-- B (n Q rA'�FD yqy \ \ DRYWELL I s.� �, NOys'O�l P�� 1 W = Z (n . �ql ( ) 0 1p 04IR 1,S1S5 7 Z Q Z ^� I- Q LWL- � ,38' p'h'OPOS� Fi4.4!¢'L.ORjItE.K.4Y. QP`i�`��N� J� Q (n LL.O J of TAP MA /N CUL-DE-SAC �- in Q c N W .4 N 100' SETBACK FROM BVW ; ......... 0 L F— ^ • ••• NORTH ZWD_ T x37.8 1 x 39.51 ••PRECI , p ^ 1 * �••' LOT UN I �` i i scale L-E1;ATCHING BASIN ROAD 1"= 20' / Q 38.7 date JUNE 16, 1997 Cl) x 38.5 drawn ��NOF�sAss / � �P dEFFREY 9�, TJB EYDWN THER 38.6 checked ' FIRE HYDRANT 39.1 8.7 V1L y BENCHMARK �Q TOP OF HYDRANT '8 38.7 job number G� P ELEV. 41.41 9.0 38•8 97052 REVISIONS \ title DATE BY DESCRIPTION \ C4 DETAIL PLAN 2 OF 3 8 22 97 TJB ICHANGE HOUSE, MOVE SEPTIC & DRIVEWAY- s. drawing number 37.2 q FF EL 43.00 _ 4 BSS DESIGN 41.0 40.6 LAWN 39.9:, FINISH GRADE r; 39.5 MIN. LAND SURVEYING PVC PIPE 40.3 FIRST 2' SHALL CIVIL ENGINEERING & FITTINGS 1 min BE SET LEVEL 7' PERFORATED PIPE 9 CLEAN BACKFILL INSTALL END PLATE �4" Per foot 3' 39.4t 38.08 INSIDE INFILTRATOR AT BOTH ENDS CRAWL SPACE � 1�4" per foot 1 4" �•� 2"(1/8"-1/2")peastone LIQUID LEVEL e' / per ft. ruin, rporated 39.71 �•� BSS Design. Inco 10" 14 " " 164 Katharine Lee Bates Rd 39.27 �� _ 4' 38.60 u ASHED STONE Falmouth Massachusetts 02W CONCRETE G.B. 39.02 38.43 '.• 'f ' 50a540.8805 FAX 508.548.BM3 FOUNDATION 37.50 L-2.9'. s.l� 6.25' 2.9' 6 PIPES MANIFOLD 21' 10'-6" 20' LENGTH VARIES - SEE SITE PLAN STD. INFILTRATOR PIPING Z V USE (6) 3.0'x6.25'x1.0' - H10 D SEPTIC TANK DISTRIBUTION BOX MOLDED POLYETHYLENE UNITS 0 Lo 9 HOLE AASHTO - H10 WITH 3' OF WASHED STONE ON SIDES, USE 1,500 GALLON AASHTO - H10 4' AT ENDS AND BETWEEN UNITS = V) p PRECAST SEPTIC TANK J Q O HIGH GROUNDWATER EL 32.5t 4-8-97 Cn LL� Z ir In SUBSURFACE SEWAGE DISPOSAL SYSTEM w o - U C) NOT TO SCALE •► Z DESIGN CRITERIA o w cn W GENERAL NOTES CALCULATIONS DESIGNRFLOF�BEDROOMS 11 bedrooms 0 gpd/b m N Lei 0 iF Q TOTAL DAILY FLOW 440 gpd ( (n = ir M 1. All system components shall be installed in accordance SEPTIC TANK: U O with the State Environmental Code Title V: Minimum TEST H 0 LE DATA Z Q Z Ci Requirements for the Subsurface Disposal of Sanitary DESIGN FOR USE WITHOUT GARBAGE GRINDER U- Z 0 J Sewage, and any local rules which may be applicable 440 gal/day x 200% = 880 gal/day Q I O C4 1,500 gal TANK MINIMUM REQUIRED PERCOLATION RATE = 2 min/inch * -i =)2. The Barnstable Health Department must be notified CL (n 1,500 gal H10 SEPTIC TANK PROVIDED TAKEN BY. Jeffrey R her, P.E. M o `�' when the system is installed, and prior to backfilling Y E. Yt --� Z for inspection. SOIL ABSORRPTION SYSTEM: WITNESSED BY: Barnstable Health Department I- (nn a N 3. The stone around the leaching pit shall consist of washed DATE: May 6, 1997 O o a � stone ranging from 3/4 to 1-1/2 inches in size and be free 6 STD. CAPACITY INFILTRATORS NTH 3 STONE J Z w Q Q of iron, fines, and dust in place. The stone shall be covered ON SIDES AND 4' STONE AT ENDS & BETWEEN. SOIL LOG * PERCOLATION ASSIGNED AT �- Q ° = O _ with at least a 2 inch layer of washed stone ranging from 2 MIN/INCH IN "C1" LAYER scale 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. LEACHING AREA PROVIDED: STATE TITLE V TEST HOLE #1 NOT TO SCALE in place. SIDEWALL = 0.58'(2x12.0'+2x45.0')0.74 gal/sf/day EL 377 777 4" EREY date 3 .t O A SANDY LOAM � SS9C'4. The grade above and adjacent to the leaching facility shall slope = 48.93 gal/day a 37� E MED. SAND e" = rrHN m JUNE 16, 1997 at least 2� to prevent accumulation of surface water. 0, x 45.0 x 0.74 gal/sf/day 5. Sewer pipe shalt be 4" diameter schedule 40 PVC or equal BOTTOM = 12. B LOAMY SAND GIVi drawn at 1/4 per foot (2%) slope. = 399.60 gal/day JER 6. Flow equalizers shall be installed on the ends of all outlet TOTAL LEACHING CAPACITY = 448.53 gpd EL 3602 MEDIUM checked pipes inside the distribution box. = � SAND J�Q, 7. All infiltrators shall be connected together at the end* plates LEACHING AREA PROVIDED: TOWN REGULATIONS 9 P EL 32.52 GND. WATEtt 87" HIGH GROUNDWATER MO`nU:S job number as shown on the site plan. AA REQUIRED: 440 gpd/0.75 gpd/sqft=586.67 sqft WERE OBSERVED AT 67". 97052 8. Contractor shall notify the Engineer if he/she encounters soil AA PROVIDED: (12'+1') x 45'+1') = 598 sgft title conditions other than those shown on the soil log. TOTAL LEACHING CAPACITY = 44.8.50 gpd EL 29.27 toe" SSDS DETAILS C2 LOAM EL 28.77 112" 3OF3 REVISIONS NOTES: 8BY A22 97, TJB CHANGE TE (HOUSE MOVE SEPTIC &PTION BSS i� � � DRIVEWAY DES 1 D N ' 1. HOUSE No. '1+7 NORTH PRECINCT ROAD 2. ASSESSORS No. MAP 148, PARCEL 146-2 GRAPHIC SCALE ' 3. ZONING DISTRICT: RF RESIDENTIAL so o 30 Go 120 2+0 GROUNDWATER PROTECTION OVERLAY DISTRICT LAND SURVEYING. ING 4. FLOOD ZONE: ZONE C CIVIL CAPEENGIN ARCH . `�� O LANDSCAPE ARCHITECTURE 5. SPOT GRADE ELEVATIONS ARE BASED ON NGVD. 9� SPILLWAY ELEVATION 33.9 ( IN FEET ) NoFAM >. BENCHMARK - TOP FIRE HYDRANT, ELEV. 41.41. i inch = 60 it P ssq WEATHERVANE POND E1DCWIJEFFRE BSS Design,-Incorporated I 164 Katharine Lee Bates Rd AL Falmouth Massachusetts 02540 •,• •••....... � BDRp a o. 34 508.540.8805 FAX 508.548.8313 E LEGEND: �' �� • �ER1"G ►Ecer ,L �� T P :.,•• BVW 34 BVW .... ... ,•e• EpG-E'er SAND ,>f� ,dr� x 38.2 EXISTING SPOT GRADE ALr s '� —-By1pC_ •.:!�:,,�e 41 AL JAL Ld EXISTING FIRE HYDRANT �, . ( / -__,o --,- •,.... Vw 4 (n PROPERTY LINE o f 471 f _ - Fk�S77 ,�... _9L AL AL ......,_—� --_ 0 2 �T - N ® TEST PIT J I : B \ cn , 1_ 29 _ -,G PATH 44 BVW 45 !- _ L] —- — o° , �/,z�� ) - ( _ � • / , 1.5�ACRES TOTAL - o — J . Q 10 EXISTING CONTOUR ° 0 Q U O 0 °' � ��B 3 �•_ •.a97f A S UPLANDS; � � �, CONCRETE BOUND \� ,,y ,1:�° o �� ; ^ soon (n 0 Z FOUND �P y�� - °• �,� P�'� o .. ......... . ... ; I 0 _� U �'k s Q o. _Z i (/) Gj� R�•• SF'�,_ C� c$� Z / l r • . r / 0 W LLJ 30 W W ...... cc ' Q _ _ co EXISTING = _ 3 G _ ,�( � / HODS () r - i = � in ,moo 1. 14 1 W O AL B�W 29 1 p ,/361'f........ S 55�0'3pb a m PRppO,SEp z Q Z .II �,.••'� S 34'43' g W W ......++ DER/ H,qY ti \ Q 0 N W �l 3 4 ••'' / P ECI T �• � L � rn � l , ,III jail,. Aye. B 2�/�;/ / / BENCH MARK R� O pa N j /% / •• / sF DiJAIL TOP HYDRANT 41.41 —� ZLj ~0 W ,�I� 1 �'� r; —— ••.��+[''• / SEE SHEET 2 FOR 20 SCAL PLAN C Q C- _ -JAL AIL U V AL �'+L � / ,�� , .. ••� � / .� \ 0D scale 2 +' �� •'/ O� ••� S BVW 7 BVW 1 , -_ date / k ) BVW` 13 `^.' 10 AL AL Bv►,i, 4 ► L JUNE 17, 1997 AL o BVW / .........x......... . ,.. �0 �- '�` ,�ir� drawn AL 7r, AL AL ass �V 15-- A � c checked s� B AIL 21 �`;� / _- ,• 16 '�` BORDERING VEGETATED WETLAND ,Ilt� AL AL AL AL ' 7 AL job number ,�_ A` 97052 dL BV .�.�. BVW 1` - s, AIL _ , title IL AL,L�jy.• ` ,,�,� ,11� ,� S AL 36 32'40" _,✓ 1• VW 60 " "— y56'd'` jL �` _-- SITE PLAN ILB ..23 �_ �,x��... DGE OF BV1�`.-..'°°'�"BVW 62 "'T ... �,��•'��' B LOT 31 / ,,,,� VW ,49 drawinOFnumber il11� ,�. '�% ••'"• .65--BW 64 BVW 63 /j 5 j B\gpt 1� \ -, '' �,��/ E GE per•-- ... 1\ DESIGNING ENGINEER MUST SUPERVISE . LOT U ca 03 ' i INSTALLATION AND CERTIFY IN WRITING NE B S S THE SYSTEM WAS INSTALLED IN STRICT D E S I G N ACCORDANCE TO PLAN. LOT 29 ` 2.52EACRES TOTAL LAND SURVE)1NG • O , ice a W '¢i CIVIL ENGINEERING • "` y � ' 2.20±ACRES UPLAND LANDSCAPE ARCHITECTURE x 38.3 ' • \ ^ O I N Cfy w BSS Design, Incorporated 164 Katharine Lee Bates Rd TELEPHONE; ELEC7R/Cr CAN, SERVICES -� Falmouth Massachusetts 02540 /Y LIMIT OF `� ' //' 508.540.8805 FAX 508.548.8918 - F�O� -x 38.9 ' 'F?0 40 1 D/A 200 PS/ PE LLJ 2 CAR 4# WATER SERVICE TUBING W� GARAGE :x;3i.s /y T / - D F- �� s T 0 }� SEPTIC _ `�>x 38 ' PROPOSED TANK.'. i � -��y ------ ----�-----, � J • Q `; O 00 FOUR z lX BEDROOM O n- W PROPOSED LAWN I HOUSE x4 . �• �j� `1' x 38.4 0 �n w Z (� 5,000E SF TOTAL l 0- 0 F.FE.• 4,30 9 � 1 4)pp 4�ef'• �f0 O W V U = R,s R W 1b�s.ARG�j�q• E; B :�� (� a. L1J W Q s N `z` / Q k-� /V 3 ` ER 3> iy17ly L LI 0 Q DR3LLQ 66' �� ` _ 1,S?SS I = 0 - 'fFo y < I �►1�� res e � W Z fn Y PROPOSED LAWN Z < ___--- -__ -_ � � � _ 7 � ^ J _ - - Q SON 40 3s _ --� 5 in o of eP TAP MA/ m o Z Cb IN CUL-DE-SAC � WW — p� 00 100' SETBACK FROM BVW ►� •4 '`� a• S/ H10 S7D. /NRLTRATnRS o- O Q c4 in • " w/U of WASHED STONE NORTH J z W Q ~ a . ' ON DES AND 4 1OF STONE Q 8V;AM UNITS AND AT • / x 37.8 BOTh( ENDS OF SAS; I I x 3b.51 •PR rI .E v / LpT BOT. AREA: 12'x45' / I scale E9 8.8 • UNE ?g?. LHING ROAD ,n= 20' 'CATCH BASIN . / 38.7 date . ' • / JUNE 16, 1997 • / drawn x 38 6 of nsAss9 �111 TJI3 . JEFFREY O 38'6 ED 8.7 checked FIRE HYDRANT 39.1 J� BENCHMARK .s 38.7 job number TOP OF HYDRANT vi ELEV. 41.41 9.0 3s.e 97052 Spkpl \ ^ title Cq DETAIL PLAN 2OF3 \ 9. drawing number x 37.2 A r FF EL. 43.00 DESIGNING ENGINEER MUST SUPERVISE y BSS INSTALLATION AND C THE SY As ERTIFY IN WRITING DES 1 G N : k: ACCORDANCE To�ALLEp !M STRICT 41.0 40.6 LAWN 39,9 FINISH GRADE 39.5 MIN. LAND SURVEYING r F PVC PIPE 40.3 CIVIL ENGINEERING & FITTINGS 1�4" FIRST 2' SHALL LANDSCAPE ARCHITECTURE per foot BE SET LEVEL Z INSTALL END PLATE min. 3. h 7 PERFORATED PIPE 2 CLEAN BACKFlLL j INSIDE INFILTRATOR AT BOTH ENDS CRAWL SPACE �j ` 1/4" 39.4t 38.08 1� LIQUID LEVEL e" / - Per ft. min. 38.50 - " 39.71 Per foot 1 4 2 (1/8 -1/2 )peastone 3840 BSS Design, Incorporated 39.27 10" 14 . 184 Katharine Lee Bates Rd / N - / M 4' 38.60 Falmouth Massachusetts 02540 CONCRETE G.B. ASHED STONE . 39.02 38.43 '. FOUNDATION508.540.8805 FAX 508.548.8313 37�`'' .50 L-2.9' ■I� 6.25' 2.9' 21' 10'-6" 20' LENGTH VARIES PIPES- SEE ��"PLAN STD. INFILTRATOR PIPING LIJ USE (6) 3.0'x6.25'x1.O' - H10 D SEPTIC TANK DISTRIBUTION BOX MOLDED POLYETHYLENE UNITS C) cn 9 HOLE AASHTO - H10 WITH 3' OF WASHED STONE ON SIDES, N USE 1,500 GALLON AASHTO - H10 4' AT ENDS AND BETWEEN UNITS = V PRECAST SEPTIC TANK Q a J � O i HIGH GROUNDWATER EL 32.5t 1 4-8-97 LIV 0 Z SUBSURFACE SEWAGE DISPOSAL SYSTEM (/) a - NOT TO SCALE 0 � .• Z DESIGN CRITERIA o w w UJ X GENERAL NOTES CALCULATIONS NUMBER OF BEDROOMS 4 bedrooms CL � 0 N FLOW 110 gpd/brm TOTAL DAILY FLOW 440 gpd I ca, M 1. All system components shall be installed in accordance SEPTIC TANK: w O with the State Environmental Code Title V: Minimum TEST HOLE DATA Q.. Z V)Z Requirements for the Subsurface Disposal of Sanitary DESIGN FOR USE WITHOUT GARBAGE GRINDER < Z o J Sewage, and any local rules which may be applicable 440 gal/day x 200% = 880 gal/day Q U 0 N 5 1,500 gal TANK MINIMUM REQUIRED PERCOLATION RATE = 2 min/inch * --I = 2. The Barnstable Health Department must be notified V) when the system is installed, and prior to back>illing 1,500 gal H10 SEPTIC TANK PROVIDED TAKEN BY. Jeffrey E. Ryther, P.E. a' m o J vZ for inspection. SOIL ABSORRPTION SYSTEM: WITNESSED BY. Barnstable Health Department F- (n � N 3. The stone around the leaching pit shall consist of washed DATE: May 6, 1997 0 0 a stone ranging from 3/4 to 1-1/2 inches in size and be free 6 S . CAPACITY INFILTRATORS WITH 3' STONE J Z W Q f" Q of iron, fines, and dust in place. The stone shall be covered ON SIDES AND 4' STONE AT ENDS & BETWEEN. SOIL LOG + PERCOLATION ASSIGNED AT a- Q a = O with at least a 2 inch layer of washed stone ranging from 2 MIN/INCH IN -Cl- LAYER scale 1/8 to 1/2 inch in size, and be free of iron, fines, and dust. LEACHING AREA PROVIDED: STATE TITLE V TEST HOLE #1 NOT TO SCALE in place. SIDEWALL = 0.58'(2x12.0'+2x45.0')0.74 gal/sf/day EL 3e.10 A SANDY LOAM 0 � N°FArgss9 date 4. The grade above and adjacent to the leaching facility shall slope EL 37.77 Ir rEFFaEY JUNE 16, 1997 = 48.93 gal/day E MED. SAND EDON at least 2% to prevent accumulation of surface water. , . ay a BOTTOM = 12.0 x 45.0 x 074 gal/sf/d EL 37.35 s Rc v m rawn 5. Sewer pipe shall be 4" diameter schedule 40 PVC or equal . LOAMY SAND at 1/4 per foot (2%) slope. 399.60 gal/day Q JER ci T� 6. Flow equalizers shall be installed on the ends of all outlet TOTAL LEACHING CAPACITY = {448.53 gpd MEDIUM 25 � checked pipes inside the distribution box. C1 SAND 7. All infiltrators shall be connected together at the end plates LEACHING AREA PROVIDED: TOWN REGULATIONS GND. WATER Job number EL 32.52 - - 67' HIGH GROUNDWATER MOTTLES as shown on the site plan. AA REQUIRED: 440 gpd/0.75 gpd/sqft=586.67 sgft. WERE OBSERVED AT 6r. 97052 8. Contractor shall notify the Engineer if he/she encounters soil AA PROVIDED: (12'+1') x 45'+1') = 598 sgft' title conditions other than those shown on the soil log. TOTAL LEACHING CAPACITY = 448.50 gpd EL 2s.27 toe' SSDS DETAILS_r. c2 LOAM EL 28.77 112• ,.