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0238 MONOMOY CIRCLE - Health
238 Monomoy Circle Centerville A= 191-212 I a t,, L;12543 �,�� y ;. . 53L0 t!t 3 STINGS,MH AA No. VU 16 Fee W - ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer! PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es Application for Xigpotal 6p.5tem Cott.5tructiott Permit Application for a Permit to Construct( ) Repair( ) `Up,+grade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No.d 3 t0d n d f 0k/ �L�C�� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 167 1—at Q- d ( M Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. � F It q e 4 1..1.10t/k Type of Building: Dwelling No.of Bedrooms Lot Size 6 /' 6 sq.ft. Garbage Grinder ( ) Other Type of Building pg�Q�p�7 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3-?n gpd Design flow provided gpd 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 in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Byofth. GG ey SigC Date Application Approved by Date Application Disapproved by: Date for the following reasons ?? Permit No. ®�® '�c�71 Date Issued 4) ) 6 ?9 No. V/ Fee uteri THE COMMONWEALTH OF MASSACHUSETTS .�'Entered in com p PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ~ es ZIPPCication for Miooar �&'mem Cow5truction Permit 1 Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components I Location Address or Lot No. A3e ffio ut t d im Ci lC�� Owner's Name,Address,and Tel.No. Sam t Assessor's Map/Parcel I q I— 9-1 a n A C7 ( ✓K Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f n kS f Type of Building: Dwelling No.of Bedrooms Lot Size =j Q sq. ft. Garbage Grinder ( ) 'Other Type of Building No:;of Persons Showers(, ) Cafeteria( ) >. Other Fixtures ` Design Flow(min.required) gpd "I Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of Si.AfS. Description of Soil r l'j `, p {y Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r 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 Certificate of Compliance has been issued by this B F of Kth. Sig ed ,{ Date ��' �l6 Application Approved by Se, Date 9 706 Application Disapproved by: Date i for the following reasons I - Permit No. (go/0 3 71 Date Issued 1 W7110 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by /l G/1 S' 6,*6'4UCf�//9Q at Q,:-;8 /jlND ofoK Ci'/clP has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9 /O — 37 dated 9 ) 7 hO 'f Installer 2,,e_S # / (�an4lj'f,q Designer #bedrooms JP1 Approved design flow ! �0 gpd The issuance of his permit shall not be construed as a guarantee that the system will nc ona's dest • ed. Date 10 _ Inspector No Fee :- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS .701-idpogar �&pfstem Con5tructton Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at /001/IO&6 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty l to comply with Title 5 and the following local provisions or special cond'taon . Provided: Construction in be completed within three years of the dat of this p t Date �! 17 7) o Approved TOWN OF BARNSTABLE LOCATION Q3 8 Ac n0Yv)0 CirrJ-9— SEWAGE# a 0 to — 37"1 f VILLAGE 4y*--4c,a je— ASSESSOR'S MAP&PARCEL L® CooZ Ape INSTALLER'S NAME&PHONE NO. eCr�,,Jw �4 SEPTIC TANK CAPACITY I l croo oq-1 LEACHING FACILITY.(type) AD S (size) L/ N 5 m G NO.OF BEDROOMS A OWNER i h I�l�'1 AAI oV >b. PERMIT DATE: %/31 10 COMPLIANCE DATE: a j to Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility AJG GDV Feet Private Water:Supply Well and Leaching Facility(If any wells exist on ^ ` p site or within 200 feet of leaching facility) 1 v Feet Edge of Wetland and Leaching Facility(If any wetlands exist within e ' 300 feet of leaching facility) /v Feet FURNISHED BY A o A B I _ 1©.' ' 4 3 39 ` 3y y 5 316' 09/22/2010 09:31 5084775313 ENGINEERING WDRKS PAGE 01 Town of Barnstable Rquiatory Sen ices Thoma F. Geller,Director POfic Heaith Division Tk9mas McKean,Director 200 Mom Street, *&KKK MA 02601 ofoo: 50&462-4644 Fey: 508490-6304 Date: Id Scwage Permit# Aawwr's Map/Partsll 19 l 7l�L— er Designer: ffv-L%;vn-Ex M%%VJVYW tin C . Installer: Addr : � W- Gre 414. 1 cA � Addrma: ��CJ . 'N SIX{ 1!n me Fi' C,-k M14 CZ4 y Mash on ^-s' n was issued a permit to instal1 a ape) septic system at Z'?*9' JV�A pro G rake hi-based on a design drawn by (address) P0-Ve ;M c r-f—A i f - daWd 9 31 0 CS er . I ce tfy that the sefle system referenced above was installed subswitiall according to the desiV4 which may include minor approved changes such as lateral reloistion of the distribution box and/or septic tank. Strlpout (if requite) was inspecbul and the soils were found satisfactory. I certify that the septic system referenced above was Wstallod with m4jor chaaM Ox. greater than 10' lateral reen of the SAS or any vertical relocation of any cQmpvnent of the septic system)but in accordwoe with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)was bMecwd and the soils wore found satisfactory. OF M'tS PETER T. (InSWICT, Signature) McCNTEE y CIVIL 9 rro.sei ae 4 all, lgner Ps Signature (Affix �i8 Commonwealth of Massachusetts Tithe 5 Official Inspection .Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments G M 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. A. General Information 1. Inspector. I Frank Nunes III Name of Inspector saa Company Name 25 Deer Ridge Rd Company Address Mashpee MA 02649 Cityrrown State Zip Code 508.272.6433 Telephone Number B. Certification I certify that I have personally inspected the sewage disposal system at this address andf at tfg information reported below is true, accurate and complete as of the time of the inspec#ion.The*spection was performed based on my training and experience in the proper function and maintenagie An site sewage disposal systems. 1 am a DEP approved system inspector pursuant to Section 150 of Title 5(310 CMR 15.000).The system: �, W n ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority ' m . w cn m 8/7/10 Inspectors 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. I'D Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8/7/10 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: ❑ 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: System Fails due to hydraulic loading at the Leach Pit 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. 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 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. ND Explain: n/a ❑ 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 El obstruction is removed i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes(cunt.): ❑ distribution box is leveled or replaced ND Explain: n/a ❑ 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: n/a 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 El Cesspool or privy is within 50 feet of a bordering vegetated wetland or a 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 a public water t supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8/7/10 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health(cont.): ❑ 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 coliiform 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: n/a 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 0 ❑ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/day flow ❑ ® 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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 't 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 Cityrrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems(cont): Yes No ❑ ® 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. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 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? 0 ❑ 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)] Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 Cityrrown State Zip Code Date of Inspection 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 Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): - ---- Sump pump? ❑ Yes ® No Last date of occupancy: occupied Date Commercial/industrial Flow Conditions: Type of Establishment: n/a- - 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: Last date of occupancy/use: Date Other(describe): n/a Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle lug - Property Address Wallace Owner's Name Centerville MA 02632 8/7/10 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: unknown 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/Altemative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed(if known)and source of information: 1975 per BOH file Were sewage odors detected when arriving at the site? ❑ Yes ® No Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M '( 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 817/10 City/rown state Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 2 feet Material of construction: ®cast iron ❑40 PVC ❑ other(explain): >10' 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: ileafeet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) Compartment style tank<10'from foundation If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: 1000g Sludge depth: undetermined Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 1" Distance from top of scum to top of outlet tee or baffle >2" Distance from bottom of scum to bottom of outlet tee or baffle >211 How were dimensions determined? measured Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 238 Monomoy Circle Property Address Wallace-, Owner's Name Centerville MA 02632 8/7/10 Cityrrown State Zip Code Date of Inspection D. System Information (cunt.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Pumping suggested every 3 yrs to prolong the life of the system Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene other(explain): n/a Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): n/a 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): n/a Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8/7/10 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.) 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.): n/a *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert No D-Box 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments b �< 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8M10 Cityrrown State Zip Code Date of Inspection D. System Information(cont.) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/altemative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): Leach Pit is 3' below grade. Liquid level above the inlet invert at this time. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle Property Address- Wallace Owner's Name Centerville MA 02632 8/7/10 Citylrown State Zip Code Date of Inspection D. System Information (cons.) Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool -- Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): 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.): n/a i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M '< 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8/7/10 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch 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. C � L(`f Q �� Commonwealth of Massachusetts Uu Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 238 Monomoy Circle Property Address Wallace Owner's Name Centerville MA 02632 8f7/10 Cityrrown 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 undetermined 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: see above Town of Barns ble r# 130 _ ' Department:of Regulatory Services ~: E..,. RLRVRT�Rfa 1' - - Pub11c Health D><vision Hate >► . 16J9• 200 Mam Street,;Hyannis MA 02601 OMIK A - Oj 31 �v Date Scheduled �,l G: — Time Fee-IM Soil Suitability Assessment for Sewage isposal Performed:By:_F PCM C F"\4-e P Witnesses By: v,- w„ S f n v LOCATION& GE'NERAL INFORMATION Location Address . —, Owner's N am" ' ZZZ Mon 0 r�p.y . e r Ann `n Q Address 23g ("Io�olvW-P Assessor s Map/Parcel: Engineer's Name NEW CONSTRUCTION )tEPAIR' Telephone# �l1$.�'�? �� �/ I Land Use. Slopes Surface Stones Distances.from Open Water Body Pe Y _ft Possible.Wef Area�J�C g Drinking Water Well ft , 1 . ... Disinage Way 7 i1J� ft Property Line. ft Other t; SKETCH:=(street name,dimensions of lot,exact locations of test holes&.perc tests,locate wetlands f`n proximity to holes)" �•+ of s) G t z. f G7 . . sco Parent material(geologic) ± Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Nl Weeping from Pit Face Estimated°Seasonal.High Groundwater / 2-0 DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: Depth to Sol lanottltr9: In. Depth to weeping from side of obs.hole: In, Groundwater.Adjustment ft.Index Well# Reading Date: Index Well level,� Adj,thctor, v_ Adj,.d nufldwater Level ... PERCOLATION TEST Date— Thus— Hole p • Hole# Time at 9" Depth of Pero (d — " 4 ii ff Time at 6" -.. Start Pre-soak Time® 'Z�y �l 1 ICES Ti „ „ me 9 •6 End Pre-soak ' T Rate MinJInch — Site Suitability Assessment: .Site Passed�— Site Failed: Additional Testing Needed(YM) : Original: Public Health'Division Observation Hole Data To Be Completed on Back- If percolation test is to be conducted within 100' of wetland you must first notify the, Barnstable Conservation Division at least one (1)week prior to beginning. Q:ISEPTtC\PERCFORM.DOC DEEROBSERVATION HOLE LOG` Hole#: L_ .. Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface{in) (USDA). (Munsell) Mottling (Structure;Stones;Boulders. on v 67 2;G C. �^—C 5�-� Z.sal DEEP`O$SERVATION HOLE LOG Hole# 'Z.. ; Depth from Soil Horizon Soil Texture Soil Color Soil Other Suiface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, . Consistenev.%Gravel) �J -zs� ,.r- c , ` -z. DEEP OBSERVATION HOLE LOG Hole# Depth from- Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,'Boulders. Consistency: ,a e 1 -- DEEP`OBSERVATION HOLE LOG' Hole# Soil Other Depth�from Soil Horizon Soil Texture Soil Color - Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. G Con s - Flood Insurance Rate Map: Above 5t)Oyear flood boundary No_ Yes --- M "Wittiiu 500'year`boundary No Yes Within too year flood boundary No A Yes ' Depth ofNaturally Occurring.Pervious Material Does"at least four feet.of naturally occurring pervto s material'exist in all area}observed throughout,the area proposed for.-the soil absorption system? �S If not,.what is the depth of naturally occtn ing pervious material'? -- Cert�tton , q 4 date I have. assed the soil-evaluator examinationapproved by the - (date) P n•hat.o Ic erti t De arttnent of Environmental Protection and that the above analysis was performed by me consistent with . P _ the requited trai 'ng,expertise and experience'descn6ed in 1'U CMR"15.017: Date Signature 74 QASEP'I7C.IPBRCPORM.DOC LOC.AT-IO , 6�� _ SE 1�C;E_ PERMIT UP. ' - - -VILLAGE ' It�ISTQL - 5 RJ�PAE ADDRESS _ -- -BUILDER 5- 1.1 &V.AE P, -ADDRESS DATE PERKAVT 1.55UED D ATE COMPLI &KICE ISSUED : /ZX G�'�` � No.- FICIR G -... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..............OF........• ................................... AppItrttttnn -for 43hipntitti Workii Cnomi#rttrttnn Pr tYtttt i/Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at - "=� �� --- ----- ----------- .................................... . ................................ ----........................................................ r' Loca n:Add ss --- or Lo N . -------------------------- - .................................................. --------- -- -- --- ....--------•-•--------•--•-----•---------••-- Owner Address W Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms__-______�___________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) Q' Other fixtures -------------------------------------------------------------------- __..,._._.- W Design Flow............................................gallons per person per day. Total daily flow._.___..______.__._.__.._...._..........._-_gallons. WSeptic Tank—Liquid capacitv_e,:%—_'__gallons Length---------------- Width................ Diameter................ Depth-_--______----- x Disposal Trench—No_ ____________________ Width-------------------- Total Length.................... Total leaching area--_-________--.____--sq. ft. Seepage Pit No..................... Diameter________________:___ Depth belo inlet_._ ._____________ Total leach -------sq. ft. z Other Distribution box ( ) Dosing tank ( ) � �� - l. ` aPercolation Test Results Performed by.......................................................................... Date--------------------------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water.----------------....... rX4 Test Pit No. 2................minutes per inch Depth of Test Pit................... epth to ground water_--__-_-___-_--_____---- txt! ---- le.................................... 0 Description of Soil , •---- - e� -_ �l- ---- x i 4 c.> - = r= - -------------------- L�� W �' -t-.t'-------- UNature of Repairs or Alterations—Answer when applicable._-____________________________________________________________________________________________. ----------------------------•----••-------------___----•----•-••---•------•---_______---•-•----•-------•---_______--------------------------•-------•--•-------•--------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 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 is ued by the board of ealth. Sign -------------- -------------------------------- Application Approved By----- - ----- !-- "vT - ----------------------------- -- _I' - .--- Date Application Disapproved for the following reasons--------------------7/-------------------------------------- •--------------------------------------------------------------------------------------•-•---------------•-----•••••------------•--•---------------------•••------------------...-----------•--•--•-•-•- Date PermitNo.......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O.F HEALTH ....... .:...! ..�-! 'Z.......OF......... ".:..1�.........- / t No..-----�- --./ FEE.../.-l/............. BinVviitt1 ork- 011mitr trtioat Vamit Permission is hereby granted_._r.._r z ./,_.___�- � ...................•-----...........------------.._._...-------------------------••_... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo......................................................................................................... ---------.---------•-----••----------------------•---------------- .................. Street Jr as shown on the application for Disposal Works Construction Permit,No�,_�.............. Dated-�;=1._.'-.^.-�_".._.__.__........ ------------------------------------ DATE.•--------------------------------------------------------------------------•. Board of Healt FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS j f -- ��... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration -fur 'Nipvmt Worko Tomitrurtion Vrrnift Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at• - ' / Location-Address or Lot.No' Owner Address ........ Installer Address UType of Building Size Lot_.--______________________Sq. feet �-, Dwelling—No. of Bedrooms----------t... ____________________________Expansion Attic ( ) Garbage Grinder ( ) pP-, Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ---------------------•------------------------------------------•---------------------------------------•-------------------------------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic T,,itk—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 ( ) GP ��<��I�i - /G ` :1 -3 -7j�_ aPercolation Test Results Performed by........................................................... _. Date...........................------------- Test Pit No. 1----------------minutes per inch Depth of "Pest Pit-------------------- Depth to ground water....-._-_--.._.--...___- �Xq Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water__.-_._--_-.__-.___-.... X ------------- Description of Solly._ � * ; �; y / t --------------------- U -------------------- A ... Zvi 11 l�c�/� . / �!I'/ s. t�1' � 1.I_r. 5�1 6s - ' E - --- 14 --------------- ------------ ` � � r f aZ.........................................................� L( .................................................. U Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ -------------------------------------------------------•---------------------------------------•------------•----•--------------------------.---------------.---•------•---------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 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. 0 — e_ . Signed _-_ 7 s d / 11- / 'rfl-- Date / 4v - .Application Approved BY ' l f� - -_--7----------- Date Application Disapproved for the following reasons:--.-•--------------- --------------------------------------------------------------------------------------- ---------•---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Date PermitNo..................----•----••--•--•-•------------------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' ... .-... . .............OF...........�• .�! ,n ✓-jet. ..:................... f f (9rrtifiratry of Q.Tom flame ���, THIS IS TO CERTIFY,,IThat the Individual Sewage Disposal System constructed ( ) or Repaired ( ) r/ .-�CL- by ............ •-/__A In-- ----•------------------------------------------------- --- ------------^=------------...-------------------------------------------------------------- U Installer r at = v - --- ---•------------------------------------•-------•-•--•-----...--•------ has bee installed in accordance with the p' sions of A i'Ele XI of�T�he State Sanitary Code as described�in the application for Disposal Works Construction Permit No.�_----- ' - -7� � J - --•-•---------------- dated---•�-•-•-------------------...-•--•--------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE------- --� r 7 Inspector.... .S BY !3 DATE SUBJECT SHEET�IU OF CHKD. BY LATE JOB NO. ' 100.00 loon I n � a a o ' l5,OW SF I no 00 _ �l l L �ly Lo LocA-now Ca4�&ev+u-r= do DATE UcT 20, "l5 SI-k�V u A 4 LcM 6i c.. ot,J OLA O Un:� i W nt_AN 80oV- T'12 PG 58 Ae l v/licIrlio.'y BAXTcZ.- t-4NG IKIC, s�io�L�n an �fi,S ",7/c��t �on�arimS �`o -��i� (� �r'�/ �.ANL� Sa�L-'`for'.5 A ST Lw1{r F/I l�l.G d MASS � remu' °����`",�4- 'PGT-moWEX- BY DATE SUBJECT SHEET NO OF CHKO, BYV ATE JOB NO. .9� o � M of tO A OI I C 1 E k-a= i� loo.oo _ N m ,�oun G r+ Q a m l5,ow r cAn hl Vt t E N f�S I t' 46 "DATA Da 10,R% St-OW u A S t-orr &2 r L A W *e)4DO W- TI Z PG 58 r / / 2�ISrceGD LAtJo S0evjzto6 S'`PW17 o r7 r,��i,CS ��� �on arms to w: o S't'e2V 1 LL.:-- 4 MASS /0-ZQ-75 , G"y,Cs c�r� on P yot ALA Q a SM AL.L. l = 4 LEGEND " S 28'08'06" W a io1,49 . LOT 62 100.00' — gg -- EXISTING CONTOUR i t x 100.98 EXISTING SPOT GRADE i N 101.07 ; �l`�8 W EXISTING WATER SERVICE APN 191 —21 2 a 15,000 S.F.f ti 6 EXISTING LEACH P/I i x 101,28 G EXISTING GAS SERVICE m o TO BE PUMPED, FILLED WITH - IA, OVERHEAD WIRES ° a SAND AND ABANDONED U UNDERGROUND WIRES 56' TEST PIT 6' 101,36 �\t!\o\ \\N It � BENCHMARK \' x 101,28 \ � EXISTING SEPTIC TANK I t-\ \u'\ \ �� o (TO REMAIN) TP�1�j\o\ Stoney �r wooav°\e TOP OF TANK, EL.=100.35 I \ LOCUS` INV.(OUT)=99.02f co i TP a2\ \� \ 26' f R \ Y ! LOCUS MAP I J NOT TO SCALE BENCHMARK i 10 . i GENERAL NOTES: Top Conc./ Bulkhead i +qge of c/eorin '' x 101,36 EL.=102.54 (Assumed) i 10?, ? N 9 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL -w _ J.65_� �102 BOARD OF HEALTH AND THE DESIGN ENGINEER. 0 • 1 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 3 102, � 101.$ °' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �_ ! o f- 101,5 ' �� I x o LOCAL RULES AND REGULATIONS. ! igH/T❑F 102.54 / IDECK 101.71 C) I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR i 102.18 PORCH I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE z I : SONOTUBE m i DESIGN ENGINEER. 101 101.91 i G 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING i -----102 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / ENGINEER BEFORE CONSTRUCTION CONTINUES. TING i r 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF HOUSE (#238) (GARAGE j' THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF T.O.F.=102.54f / SLAB/ c� ,' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. x 10230 Q �. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. It 101,98 �x 01.90 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. �� T� ` 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 102, 5 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 10 , 5 t 102.07 __ -p2----+ 02.12 10 .09 __ -�J \ DIRECTED BY THE APPROVING AUTHORITIES. x - f 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 100 l CONSTRUCTION. PAVED 11. WHERE. REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS C DRIVEWAY OF Mq IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND C � SS9� REPLACE WIT AND AS SPECIFIED IN 310 CMR 255(3). I 01,56 `� dG AS REQUIRI �•STRIPOUT OF SUITABLE MATERIALS SHALL BE A 0 o PETER T. McENTEE INSPECTED BY HEALTH DEPA RIOR TO BACKFILL. 100.00' o CIVIL 1 TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND S 28.08'06 W 101,12 No. 35109 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. � 101.19 split rail fence split rai fence SZI O PROPOSED SEPTIC SYSTEM UPGRADE PLAN F � edge of pavement L �' 100.84 edge of pavement 100.76 9 100.73 100.52 100.45 38 MONOMOY CIRCLE CENTERVILLE MA Prepared for: Rons Excavating, P.O. Box 809, Mashpee, MA 02649 P 9 SCALE DRAWN JOB. NO. MONOMOY CIRCLE OWNER OF RECORD Engineering by: LINDBLOM, ANN E. Engineering Works, Inc. 1 =20' P.T.M. 194-10 ,. 238 MONOMOY CIRCLE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 (508) 477-5313 1 8/31/10 P.T.M. 1 of 2 w ` NOTE: TO PREVENT BREAKOUT, THE EXISTING AND/OR PROPOSED GRADEft SHALL NOT BE LESS THAN EL.;98.3 FOR A DISTANCE OF 15' FROM THE OUTSIDE PERIMETER OF THE PROPOSED S.A.S. AT ANY POINT. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21'> 5-4" POLYSEAL OUTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL INSPECTION PORT OVER END UNIT 2" 2" 1-4" POLYSEAL INLETS T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE I F.G. EL: 1b1.3(MAX.) EXISTING F.G. EL.=102.4f F.G. EL: 101.3t i O 0 MAINTAIN 27. GRADE (MIN.) OVER S.A.S. �y = O .1 00 L = 35' L = 7'(MAx) INSPECTION PORT ® S=1% (MIN.) ® S=1% (MIN.) I 4"SCH40 PVC 4"SCH40 PVC s N Top View Section io"t s' 1INV T D-BOX ia" EXISTING 48" LIQUID INVERT i LEVEL GAS BAFFLE INV.=98.27 PROPOSED INV.=98.10 4 ROWS OF 4 UNITS AT� 6.25'/UNIT INV.=99.02f � jINV.=97.94 EXISTING 4 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) EXISTING SEPTIC_TAN K ESTABLISH VEGETATIVE COVER BACKFILL WITH"LtEAN NATIVE OR 75 -� PERC SAND TO TOP OF CHAMBERS NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP °' :: ;. .•.:..; :; STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=98.33 2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=97.94 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=97.00 AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' MIN. ABOVE BOTTOM OF 2.83 76" -I 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE T.P. EXCAVATION OR G.W. INVERTS PRIOR TO CONSTRUCTION. EFFECTIVE WIDTH=11.3' EXISTING SUITABLE PROFILE NO G.W., EL=91.3 = MATERIAL 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE TYPICAL SECTION 16" N.T.S. ".T.s 1 _; c 1.2' SOIL LOG DATE: AUGUST 31, 2010 (REF#13,039) 34" � DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE SECTION END CAP -;a WITNESS: DAVID STANTON R.S. NUMBER OF BEDROOMS: 3 BEDROOMS �� �o ,,N� HEALTH AGENT �� �` No `, 16 HIGH CAPACITY (H-20) BIODIFFUSER UNIT SOIL TEXTURAL CLASS: CLASS I ELEV. TP=1 DEPTH ELEV. TP-Z DEPTH 101.3 0 101.3 0 11 DESIGN PERCOLATION RATE: <2 MIN/IN A L A MODEL 16" HICAP SANDY LOAM SANDY LOAM DAILY FLOW: 330 G.P.D. o 10YR 4/2 10YR 4/2 LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT d 101.0 4" 100.8 6" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DESIGN FLOW: 330 G.P.D. CP 75 h g g EFFECTIVE LENGTH " GARBAGE GRINDER: NO 0 SANDY LOAM 10YR 5/4 10YR 5/4 SANDY LOAM SIDE WALL HEIGHT " DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 6'� LEACHING AREA REQUIRED: (330) = 445.9 S.F. �j, �, 98.3 36" 98.3 36" OVERALL HEIGHT 16" 74 Cl 40" Cl OVERALL WIDTH 34" 4640 TRUEMAN BLVD PERC M-C SAND HILLIARD, OHIO 43026 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 52" 13.6 CF lff&lze PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM M .5Y SAND 2.5Y 6 20% GRAVE CAPACITYL (, H-10 RATED ) 2.5 101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. � � 6/4 20% GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS 93.3 1 96" 93.3 96" W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 11.3' x 25.0' DECK C2 I C2 238 MONOMOY CIRCLE, CENTERVILLE, MA HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED PORCH M-C SAND M-C SAND ) s6N6TUBE 2.5Y 6/4 2.5Y 6/4 Prepared for: Rons Excavating, P.O. Box 809, Mashpee, MA 02649 SIDEWALL AREA: NOT APPLICABLE 5% GRAVEL 5% GRAVEL Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) g1.3 �I 120" 91.3 120" NTS 16 UNITS x 6.26 LF x 4�.7 SF/LF = 470.0 SF / Engineering Works, Inc. P.T.M. 194-10 DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD S.A.S. LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZONS) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. NO!GROUNDWATER ENCOUNTERED (508) 477-5313 8/31/10 P.T.M. 2 of 2