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0022 RICHARDSON ROAD - HOSPITAL/NURSING HOMES
, ca Ge vt lie, �2- Rr c�I�cy-) a -- - a Job lb994.UU t` e 90 COMMONWEALTH OF MASSACHUSETTS f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 22 Richardson o P Y Centerville, MA Owner's Name: Benchmark Centerville LLC Owner's Address: 35 Walnut Street Wellesley, MA 02841-2105 Date of Inspection: 11/05/01 ' Name of Inspector: (please print) Philip P. Virgadamo Company Name: GZA GeoEnvironmental Inc. Mailing Address: One Edgewater Drive Norwood, MA 02062 Telephone Number: (781) 278-3857 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training pn i t�ce in the proper function and maintenance of on site sewage disposal systems. I am a DEP app 0��_0641 i_ ctor pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: v����� / PHILIP O� P �, X Passes ' c 0 VIRGADAMO - Conditionally Passes "' c No. 276 & Needs Further Evaluation by the Local Approving Authority 4Q o Fai G F �� a o SS!1 EN e o InsP ature: 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. I Notes and Comments System was replaced in 1998. All components are in good working order. t No signs of failure. Regular pumping of grease trap and septic .tank per Section "C" of this Report. ` ****This report only describes conditions at the time of inspection and under the conditions of use at that. P time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 b , Page 2 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM " PART A CERTIFICATION (continued) Property Address: 22 Richardson Road MA ?.vZ Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D 1 A. System Passes: �I X 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 is in good condition. All components with the exception of the grease trap (GT-1) were replaced in 1998. B. System Conditionally Passes: No 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. 1 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: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Al C/7r1(lh 2 Page 3 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 22 Richardson Road P Y Centerville, MA Owner: Benchmark Centerville, LLC 1� Date of Inspection: 11/05101 C. Further Evaluation is Required by the Board of Health: No 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 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: g T;tlA G rncnumi—F;--(./1 VIM) 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 22 Richardson Road Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: 1115101 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Ycs No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or X clogged SAS or cesspool _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool R Liquid depth in cesspool is less than 6"below invert or available volume is less than'/z day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a public well. _ X Any portion of a cesspool or privy is within 50 feet of a private water supply well X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal 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.] No (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: N/A To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section Ezhe-system is considered a significant threat,or:answere.d "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 1'5.304.The system owner should contact the appropriate regional office of the Department. Title G TncnArtinn T:nrm l+/1 G/7!1!1(1 4 _ Page 5 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST ' Property Address: 22 Richardson Road Prop y _ - Centerville. MA �l Owner: Benchmark Centerville LLC Date of Inspection: 11/05/01 r Check if the following have been done. You must indicate "yes"or"no"as to each of the following: Yes No X _ Pumping information was provided by the owner, occupant, or Board of Health X _ Were any of the system components pumped out in the previous two.weeks ? Grease Trap X _ Has the system received normal flows in the previous two week period X Have large volumes of water been introduced to the system recently or as part of this inspection ? X _ Were as built plans of the system obtained and examined? (If they were not available note as N/A). X _ Was the facility or dwelling inspected for signs of sewage back up ? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS, located on site ? X _ 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? X _ 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: Yes no X _ Existing information. For example,a plan at the Board of Health. X _ Determined in the field (if any of the failure criteria related to Part Cis at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] T�tlo G Tacna t;—P—All G lrgV) 5 Page 6 of 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 22 Richardson Road _ P Y . Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: 11/05/01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents: Does residence have a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no):_ [if yes separate inspection required] Laundry system inspected (yes or no): Seasonal use: (yes or no): _ Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL Type of establishment: Institutional — Nursing Home Design flow(based on 310 CMR 15.203): 9,900 gpd Basis of design flow(seats/persons/sgft,etc.): 66 bedrooms @ 150 gpd/bedroom Grease trap present(yes or no): Yes Industrial waste holding tank present(yes or no):_ND Non-sanitary waste discharged to the Title 5 system(yes or no):No Water meter readings, if available: 1,801,000 gal.—yr. 1999, 2,028,000 gal.—yr. 2000 (approx. Last date of occupancy/use: Present 5,500 gpd) OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Maintenance Supervisor Was system pumped as part of the inspection(yes or no): No If yes, volume pumped:19,000gallons-- How was quantity pumped determined? Volume of ST-1 Reason for pumping: General Maintenance TYPE OF SYSTEM X Septic tank,distribution box, soil absorption system Single cesspool Overflow cesspool Privy =Shared system(yes or no)(if yes, attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed (if known)and source of information: 3 years, installed in 1998 as replacement — Source Barnstable B.O.H. Grease Trap 15 years, installed with original system 1986 Were sewage odors detected when arriving at the site(yes or no): No : ' TaIP G TncnPrtinn Fnrrr+/�/1 G/�(1(1!1 6 Page 7 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 22 Richardson Road P Y _ C:pntprvi1le, MA Owner: Benchmark Centerville LLC Date of Inspection: 11/05/01 BUILDING SEWER(locate on site plan) Depth below grade: 2.5' ' Materials of construction: cast iron X 40 PVC_other(explain): Portions of old system are cast iron Distance from private water supply well or suction line: Comments(on condition of joints, venting,evidence of leakage,etc.): No evidence of leaks SEPTIC TANK: ST-1 and ST-2 (locate on site plan) Depth below grade: 7.5' to 8.0' Material of construction: X concrete_metal_fiberglass_polyethylene —certificate) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 2 tanks 23,000 gals. each Sludge depth: ST-1 = 1.0' . ST-2 = 0 Distance from top of sludge to bottom of outlet tee or baffle: ST-1 = 3.1' , ST-2 has outlet screen Scum thickness: ST-1 = 1.5' , ST-2 = 0 Distance from top of scum to top of outlet tee or baffle: ST-1 = 0.9' Distance from bottom of scum to bottom of outlet tee or baffle: ST_ = 2.6' How were dimensions determined: Field measurement with probe Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Condition of tank and inlet/outlet tees is very good. ST-1 has some sludge and scum — should be pumped annually — ST-2 is clean and should be pumped at 2-3 year intervals. GREASE TRAP: GL-1 (locate on site plan) Depth below grade: 1.5' Material of construction: concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: 3,000 gal. Scum thickness: 0.5' Distance from top of scum to top of outlet tee or baffle: 0.5' Distance from bottom of scum to bottom of outlet tee or baffle: 3.1' Date of last pumping: oct. 2001 Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tank is in good condition. Inlet tee should be cleaned or replaced. Grease trap should be pumped at 4 to 6 month intervals. M 7 Titl. G ,7—...t;n P_� A/1 r'llrwv) Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) �. Property Address: 22 Richardson Road Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: 11 105101 TIGHT or HOLDING TANK:None(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX:None(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,.any evidence of solids carryover,any evidence of leakaize into or out of box,etc.): �- PUMP CHAMBER: PC-1(locate on site plan) Pumps in working order(yes or no):Yes Alarms in working order(yes or no): YP_R Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pumps and controls tested and working are in good rnnrlitinn T:rIA [ TncnAnrin..T:.�,,,!./1 G/7(lnll 8 Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 22 Richardson Road P Y Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: 11/05/01 SOIL ABSORPTION SYSTEM (SAS): SAS-1 and SAS-2 (locate on site plan,excavation ' not required) If SAS not located explain why: Type leaching pits, number: leaching chambers, number: leaching galleries, number X leaching trenches, number, length: SAS-1 = 16 trenches 75' long, SAS-2 = 12 trenches 100' long leaching fields, number,dimensions: Pressure distribution 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.): No signs of failure or breakout CESSPOOLS: None(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY:None(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.): i Titles G 1-...ti—P-A/1 G/70(Nl 9 Page 10 of 1 1 OFFICIAL INSPECTIONZFORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 22-Richardson Road Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection:) I IJ 05/01 SKETCH OF SEWAGE DISPOSAL,SYSTEM r; l,c.A, 5 v ts 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. � QS%ter — /007 YR/CAC— SAS-2 C/Z 'TRENG�/ss� �J J=' �CL\EA41OUr I' CL FA vo 1/7' PLACE �� SAS I -� 22 RlCNA/1DSON F1yTEK'v//G" 41A. 7AZV'uey6s) I I I NOTE' �EnITERS SL DG'. oN EA5T.5/pE \� , _ � =0 PC-1 10 VAI✓E CNANl BE2 +.:, --- 8 SF1 72 o o Q ' 00 N PLAN ' NOT To SCALE Title S incnarvi:nn Affirm�i/1 G/�(1!1(1 10 Page 1 I of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS rSUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ' Property Address: 22 Richardson Road. Centerville, MA Owner: Benchmark Centerville LLC Date of Inspection: 11/05/01 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 11 feet Please indicate(check)all methods used to determine the high ground water elevation: X Obtained from system design plans on record-If checked,date of design plan reviewed: 1997 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: High groundwater determined from deep observation hole data TP-1 through TP-$ i by C. Perkins May 2, 1996. r Tirla G T. ...t;n Pn !J1 G/7(1 O 11 f 1 1 1 1 1 1 1 � TABLE 1 1 1 1 1 1 1 1 1 wM = wMMMM � MMMM mom MM MM "got? "PO r rio(, AN' Mweme3 ,AfoWcd1sH - Onmdon98 STIa 0050 r i vMq9G Whoqmd 2 Wi rrni I 37V 1, ?_ q o-tTg p b L,,11 ,T,,u_-,IT 7-, 77-77— ipbul?, qo'T q-pbL,,12 lo,9 lfjljoY,�?I qf),I' f 1 o) QTJ7V MqU T 3g og JJ3 ,-),3 f*108 12-9T qoT e9T Jo8 >INHT ANOT off 96i I Ovo..] Fffc)jI(:L1 W AM ISVO Wj_.) V�JU noitsoo.-I fl,0 0.& 0,0 a.0 a 8.1 8.!-, ni r.i v Oj a's 104 luo r-Tklf:) 8.T E: 8 S.ar rii r-Ta as RO rx to E.0 0.r 8A 8.8 ti t,1 j XT 88 n5f; war 42 vJ 02 To Op Mr I .e s;.e.r 8 0.0 0.0 rigglia 8.,j t.9 r.21 r.8 40� 0.0 0. 0-7 r 0 0 0.0 R 8 OM 18 AR ;I is ni I Ell 0.0 0.0 C.6 i F,r 1L)Or-2q LO.0 00 0.0 Sheetl SITE: Benchmark - Harborpoint, Centerville, MA Job No: 16994.0 Title 5 Inspection Depths 11/9/2001 Distance Outlet Rim Invert Cover Depth Water Top Bot Scum Sludge op Sludg Top Scum Bot Scum Location Elev Level over Tank to Bottom Level Tee Tee Thick Thick Bot Tee Top Tee Got Tee GT-1in 2.8 1.8 7.2 2.5 2.0 5.2 0.5 0.0 2.0 0.3 2.5 GT-lout 44.3 2.5 1.5 7.0 2.5 1.8 5.8 0.4 0.0 1.2 0.5 3.1 ST-1in 42.2 8.3 7.3 14.3 8.8 7.3 10.0 1.5 1.0 3.3 0.8 0.4 ST-1 out 42.2 8.8 7.8 14.8 8.8 7.8 11.5 0.3 0.2 3.1 0.9 2.6 ST72in 42.2 9.0 8.0 15.2 9.1 8.0 10.2 0.0 0.0 5.0 1.1 1.1 ST-2out 42.2 9.1 8.1 15.1 9.1 7.8 screen 0.0 0.0 PS-1 in 42.6 9.8 8.8 17.0 8.8 0.0 0.0 17.0 0.0 0.0 PS-1 out 42.3 17.0 13.9 0.0 0.0 0.0 0.0 0:0 Page 1 a 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 1 I � e Y - 1 DESIGN C -LitU ATIONS 1 1 1 1 1 - 1 1 , Ok .,,.P Ems' i"+OA dSrt. t ED[+ e Y q_ J.1►E�i4( rTr ;Z;W '._ EUR.11A TOW CY-MV MEN-E 11: b afY,T® C(r. . a.0 `•��� �. '.`��• '� �� f�� i°..�'�.� to �� t�''F�+?�1� �1. "� ..3��:'`�� �+ r� i i� NUV—Ua Z a r o r o i n , ANC INSTFfUTlok&, - 86 `sEbRoom Iiu tSrm6. H2OmE -.:fi : .66 . R000rI : 1'50`,fP0/gFpRO e. .g.�CO GPD.:. EQ: CAP 1': 8+6 �liflNG SEAL$ a. 9 5 GP.®/SCAT 1;280 GALLONS EEttS1'1NG .`1000 •GALLON -GREASE TW SHALL C NUE .TO S TH£.KITCHEN. TAWS IN .SERIES 'NCH •PROVONG 20OX OF THE DENS", FLOW 1W' 'RE O0IR'ED # D CJIPACTTY:. 2.0 x 9,900 GALLONS 1.9,800 G'k'--ONS TWO (2) :.PIRECAsT CONCRETE SEC. TANKS MODEL -SLAT Silo. EACH MATH 23,1.00. GALLON. lOnCTrVE CAPAC!.j, AS WOLWACTURED BY.. ROTONDO . ' ; ��NC..-OR. APPf;?&- D 'EOUAL-. THE -W.P C TANKS S'WAtE iw �i 7 hfT AND -CAPAB$. OF. -YIIITHSTANDING AASHTO HS20 LOADR#G_ A: . : OE$1C�N F1.t)lAt; 9.�Op -GPb 8: DESIGN PERCOLATION RATE: _0 WINUTES -PER 04CH C DESIGN SOIL CLASS: MASS .1 (tgAa 5/1Pdp) DI BASE LEACHING AREA 'REOUtREYENTS ON THE S.EWAGE IFLOW ES'TUATES CONTAfNED IN 31.0 CWR 15.00, THE STATE EAIYPR0NfAEkTA.L CODE... TrrLE >, ALLOWABLE EFFLUENT LOADING RATE .F'OR. L. EJCHI � NCHS WTP PERC® 1 N RATES OF .� fNC Ll 0,74 GALLONS PER UA PER $WARE FOOT LEACHING 'SURFACE AREA .REQUtRED g 13,37-8 SF 0'7+ 7.' Slrsmj m lA7: T*FaVE (12) TRENCHES 2 FEET OEEP. 2 'FEET MADE. AND 100 FEET LONG SEEN B'; SIXTEEN (16) TRENCHES 2 FEET DEEP; 2 FAT - E AMP �5 FEET L+074 i.. L N—'HING AREA PROVOED: SYSTEM '1l" SIDE1Ar&L AREA: (2(100 fT.. x 2_0 FT.) + 2(2' FT_ x 2_0 FT.)) it .1.z TRE�iCHESs �;;896 S.F. BOTTOM AREA (100 FT. x 2 FT.} x 12 THE NCHES _::a.4C)0 S.F_. JASE 1,206 S_f-"TOTAL AREAair SYSTEM 5ld WA1.l AREA T201S FT. .Y 2.0 ''fT) + . 2..: T. ac '2_0 'IFT:)] x. A. NOV-09-2001 Fkl 4; 8 ar or oin . E +ALLOWABLE -FFLUE-NT. LOIWtNG :RATE FOR LEACHING TRENCHES :IAIt1i•1 ' COLATt0A�1 RATES OF .S3 MINUTES PER INCH 0.74 .GALLONS PER DAY 1 Pt- 'PER :SOUAkE FOOT_ . :F LEACHIkP SURFACE AREA .REQUIRED .a 9 900 GPO 13,.378 SF ' ' 0.74 GPD/SF T G. Sv5fiEM ... TWELVE (12). THE ICHES 2 FEET DEEP, 2 FEET rVrDE. D T00 FEET'LONG ,sirmEN j16) TRENCHES 2 FEAT DEEP, 2 FEET w' ' ANp 75 Ft LONG 'H LEACHING AREA .PROVIfl ED, SYSTEM, Ric SIDEI1NALL: AREA [ l 00 x 2s0 FT_) } 2(z Fr. 2.0 FT.)] x 1.2 TRcIEs� 4:896 BQTTOM AREA (100 FT. x 2 FT_) )r 12. TRENCHES _ .2.400 ' TOTAL AREA. 7;296 SYSTEM WWALL AREA [2(75 FT. . * 2.0 FT.j :+ 2(2 FT sc 0 FT.)] x 16 3 EAICHES= 4,928. ff3DTTOn1 AREA (75 :Ff_ .x 2 FT-) x 16 TRENCHES .2,400 TOTAL ARFA 7,328:.� SYSi EA+1 'A' aC -Er TOTAL: 14,624... 1: iEACE mr- CAPACrty PROVIDED: .. 1.4,62-4 S.F. : `0.74 G_P.fl./ 10,821 CPO NOTE: 31 -CMR 1S.0 THE :SATE E00RONME.NTAL CODE: LF TIT 5' UN rrS :Sti8Sl1RFACE SEWAGE DISPOSAL SYSTBAS TO 10,000 .GPD. NOV-09-2001 hHl 04:U8 NM llarborF'oinl HiA N i0b servatioil dole Data TP 1 Deep B Y: Christopher. Perkins, Tundra. Corporation PERFORMED WITNESSED '8Y- 'Edword Berry, Barnstable Boord of, Health DATE: .May 2, 1996 94ZV_=40.53 DZU OHSEWATION MOLE we. Other e t�► :from . Soil P urtace. . Soil: Soil 'P"exture. Soil Color(USDA) (Yunsell) liptitling: L: Sandi! Lowe fo YR s/fXoSasedy .Loa7v+ YR 4/�CSand -Lnara2.5 `Y 615y 1�!,riabce r Cobbles, C� 9�ediusn to 2.5 7/4 N .. aoas�s Sand Site Cra�i Parent Material (%eoiogic) �QutWash Plain Depth to Bed.rack: 150" eo 0135 Standing Water in the Hole; 135" Weeping frirn Pit Facer Estimated Seasonal high Groundwater: 115" ✓`fev.=3G.95 �p hh Qf_-Pe z:' 4T p toe 2 MP Deep Observation Hole Data T.P. her Perkins, TunQro Corporation. PERFORMED BY. Chnsto WITNESSED BY: Edward Berry, Barnstable .Board of Health DATE' May 2, 1996 E v:-a ,4B DEEP 08MVATION. HOLE LOG Other Depth frorn SOiI (5tyvettet�. Seo.+os, iuhe�+a• Surface . Soil Soil Texture Soil Color Mottling c�•o► �) c Horizon (USDA) (�iunsell) B Sos►dil Loan 10 rR S/5 None psi*bla B Sandy .l�aTn ...To YA 6 fK Now Friable Cr Yodiurn to ,2.s sand C Medium ' ATo,n,e L®oae. cavreil7l , Sand' 60"-BO" CS . pine 5 Y 7/2 Now io+4 r • gore �� �,a�a�� NOV-09-2001 FRI 04;08 PM Harbor oinf, Hole. Da to TP-- 2 O�bservat1°n. r COrPorOtiot, Y.un .o" Heolth gY; .Christopher Perk.irrs, ' o(d of ��:RFORI�AEQ 5orwAabie Eo 1: y�ITNE55ED BY: Edr;ard Berry. :. V_ 41.64 DATA- 't, dy 2,. 1996 . . . D�F.p OBSvRYA'I W , ' Other St~S- �uvld+rss. . Soil color ��il ,,�,,,c�. ILGra.a�l) De .th . iroru Scat'Tel Lure Yotiling '. Urface Sod - USDA) (Mansell) priabLe (inches) . to Y1R Sa+id71 jBam Friable.. ,nu¢1Ly J�ovu� to YR E• . Sdeldlf JAPMM . Friable. CRyyst6� 613 Norie C �� sand 2,5 r CvedLg�• Cobbles 3043 . 7/3 Stingy Gv�ar+ Medium tO. g -77 C S V `sue 2 5 Y 7 2 Cy �IVRU.V. Cob bLIC 72 -96" Sfa+rd Loas�, 3 RDA S{yagLe C�{n 2, C yedtu�^ tO JO ° coarse Sand 3traltro ) pepth to Bedrock 170' tw h Plain parent Material (9eolo9:ic) ; r. Wee ir►g,. fro�cri .Pit Face _.°r,� P 132" IlPoth to Grou Water . ih the 'Hole: �--- v _32 22 Stondirng n undwoter• 11� ...(��e Estimated Seosoriai HIg lon lJole D.�. � P�" UbSerVa TUnd a Co�pOTotion Deep Y. .�hristopner perbcins. ora Of Health pRFORMED ,6 Edward Berry ®o.rnstoble yV1TNES5E0 8Y: L 40 EV; ppTE: May 2. 1996 QSSEg1iA1'101d RULE WG DE Other ewe, SXa"ea• Soil .. f fir"` �; Grak°r}' Spil Color CO ; peppth ism. Sail- $oil Texture mottling Sunset (USD'X) (I�lunsell) l•�o�rizon . (lAct�e} to lR 3/3 .a sandy Lbam FT,aa�e n D a.. 1(J YR, 16 rem 15'-18 �.• C r :cpnrse-..�st"d N4'� �° r` ,�''''r: 10 Y tr�di ,s Ir-AaKe 4.1 ' Y 7/2 ;w NOV-09-2001 F 1 04;0- PM Har'Oorl'oinl. i Deep Obseirvation Hole ;data TP- �. PERFORMED BY- Christopher Perkins. Tundra Corporation WITNESSED BY: Edward Berry. Bornstabl6 Board of Health DATE: Way 2, 1996 E.LEV.=40.70 DEEP OBSERVATION-, HOLE U)G Depth from Other r Surface Soil Soil Texture Soil Color Soil (h*+�;��. Sim �D11 *s• (Inches) Horizon (USDA) (Munsell) 1lottliing Cons•istawcy. x G+nvk) A Sandy Loom fo YR 311 ! ►rFr F" ble �1 l riabis: Gra��ell 9 -.24" B Sandy imam10 YR 4/4 Now � C1 Loaa.fny Sand 2.5 Y 6/3 None Friable, Gravelly .42' --140" CZ 1/ed•iavn to 2.5 Y 714 None Loose, Gravelly coaTsr Sand 10 YR S/t5 I� (Strati d Potent Matefiol (geologic) Outwash Plain Depth to Bedrock: 140" Death to Groundwoter: Standing Water in the Hole: 132 -Weeping trorn Pit Face: 132" Estimated seasonal High Groundwater: 113" (Elev,.=31..28i Deep Observation Hole Data TP---7 PERFORMED BY, Christopher Perkins. Tundro. Corporation WITNESSED BY: Edward ferry, Barnstable Board of Health pATE.._:MgY 2. 1996 ELEV.=41.94 DEEP OBSERVATION HOLE IPG rDepth from Other Surface Soil Soil Texture Soil Color Soil (Str,rotsre.. Stems, 8yplders. (Inches) Horizon (.USDA) (ldunge)1) Mottling ce+�sste �. GR•vd) p_g A So"dy .Loam 10 YR 3/3 1Vo ne i'ric Ale 6"-IF, b Sandy loam 10 YR S ANone Friable Afediuvn to Z.s Y s/A 15"-4e* Cy No.�e loose• Grauetly cooi'� Sand . CZ Medium 10 YR 6/9 JIIonE Loaae.. Gravelly, ' ' Sand 7T-96" C$ Tit+t .2.5 Y 7/Z None F�iaDLe 8b"-l4S" C 10 YR, 6./5 N I.ao9B. G4a�ehy . Sar1d - - ar or oin Deep Observation Hole Data TP-- 4 PERFORMED BY: Christopher Perkins; TianC•ra Corporation WITNESS£1) .W: Edword Berry, Barnstable BoOrd of Health DATE: ,Mpy 2, 1996 ELEV.=37.72 DEEP .0ASWVA77011J :.HOLE" .LDG Depth from Dih�r Surface " Soil Soil Texture Soil Color Soil (sirrweuee. stones Bidders '. (Inches) Horizon . (USDA) (Huns"ell) Mottling " Cunsiwenc Z awl) 0-4 A Sandy Lawn to YR 3/1 Friable e 1r 6 Sandy Loam fo YR. 4/4 H►o�ne FriaOle 12"-29- Cf Loamy S%nd 2_.5 Y 6/3 None. Frissble. Graus114y 29"- 87" C2 Medium to 2.5 Y 6/2" Novae Loose. Gra%e`ly. caar'se Sand 10 rR 5/6 87"-108" Cs Co4rse Samd 7.6 YR I/ti No a Loose, N. CraveldW Parent Material (geologic) Outwosh Pioin Depth to Bedrock: 1.0 " DecAh to Groundwater, Standing Woter in the Holey 105' Weeping from 'Pit Face: 105' . Estimated Seasonal High Groundwater 89 (EI"ev-=30_50) Deep observation Hole Data TP-_ PERFDRMED BY: Christopher Perkins, Tundra Cor:porotion WITNESSED BY: Edward Berry;.'Barnst•oble Board of , Health DATE: Moy 2, 1996 1<d..EV.=41.05 DEEP OBSERVATION HOLE LOG Depth from Other Surface Soil Soil Texture Soil Color.' Soil (ssr=t1se_ Stones. (Inches) Horizon (USDA) (Munse.11) Mottling csr, osncy. X. craw►) 0-g- A Sandy Laam f0 .YR 3/3 None Friable i 6''-15'" B Sandy foam to YR 6.16 . None rviable 15--4a" Cy ikdtum to 2.5 Y"5/4 M07W Lou"- Cra%aUy . .coarse Sand I8'-60- CZ Jtedium 10 YR. 6103 Wane Loose. C>raivelty Sand so'-far C.y Fine 216 Y 7/2 X- 07W friable Sa•sd . i02 --12a" Ce Ysditsm 10 YR 6/� Xbrwe Lo�ae. t:+'a uy Sand ar or oin tlEir�'eg) litaTlxell t Wsuaj (.liurisell) Mottling., Cb**L19e+1C;v, Y GmvelJ. O�,+Cl"'.. �',,. 3agrdy loam - 1D•TR,'8/y. Xane'. Fti{aJ�l�t. - .. �tf7" � B S,a<9'tdy ftia77� '$0 YR 4.1 New Frfable _ Cr sa"dy loam 2: 'Y f/3 1�e.ne Gravely; i'+-:esDle Cp redi+nn tq Z.S r 7/4 Cobbles; i ras+ae S4�td Sittpie cfain Potent Mnte�hal'' (geoPogic) Ou-twosh 'Plain Depth to Bedrock: 1 SO'' Depth to Groundwoter. Standing. Water in the Mole: 135 Weeping frpm .Pit Face: 135 �'. Estimated' Seasorio# High Groundwoter_ 115 (Elev.=30.95) QcD.1L of• Pgrc. 46' . Perc Rate_. <2 MP(. Deep Observation Hole Data TP-5 PERFORMED BY: Christopher Perkins.. Tundro Corporation WITNESSED BY: Edward Berry, Barnstable Board of 'Health DATE: May ,21 1996 1E V.=41.4.8 DEEP OBSERVATION HOLE UMG „ . Other Depth from ur.i$ce Soil . Fail Texture 9oi1. Color Soil (ser;,ct,.r�: stogy. � +�, `Horizon (USDA) (7Munsell) Mottling corta sre wv. 7 CTavoij O-8" 3a%ndy loan M. YR. 3/3 Are F'fiaAle -16" B Sandy l.aTn f0 ?`T�t 6/IS Non* ble C llredium W 215 Y $/1 116rrie` Loe's. Gsa>�lty cao� Sand C2 J/ed{,.y*►.. fG'YR' e/s ;,e' Goose: G+skel�y ' :as. :,� . . Sa►vd C� Ji''iAe ;Z.S' !' 7/2 No e' rrtiatib2�s r C* Mbdiu+rt lt7 'Y B/3 1V4nia lmso'. Grvue[Iy Saved 120" fin! ` terjtxl: (geoFogic) atw 01011 Depth tO Bc=drocit% L; h ; , 7 t'i q W4ter ►t� :,QFk Flo1® N Wee'Pi�g trcmm Pit Face N fed Sc na1 H:i h, Grburt tyter 120 Etev.�31.48 .,1 5 y I, ,` I ., h I J '.� w5 rlLynT},1 • NOV-09-2001 FRI 04: 10 PM HarborFoint _ :.. � �ytacRcsi.:-.. 'j�• �;: `:i"'•:Z�f u*+!G j�����,- XQ'�Ll1Ii�. 'Q• 3� ..-`` Rote Ffidb1P •e lor YA d/�' :80*-d3a'•` C� Las*W 3a.� 2.5 Y 6/9 /riobEs: GlravelEy Mbpdiusn to., 2.5 Y 7/8 loo®r.''Gravelly/,. Copt ' coee+sr Sand Si+sgEe ,Grain TZ'-86` C? "Fsne .2 5. Y y Xvne Sand , 86 t?D' C;f Modiurm to 2.5 Y 7//9 None Imo.. ly, Cobh roarw Sand 10 YR S/8 9i+tigle Crain StTritti Parent Mbterigl (geologic) Uutwash Rlarn Depth 'to Bedrock 170 Depth t4 Grgii�ndwoter: St_onding Water in the Hole: 132" We®pine: from Pit Face: _Nor easati'o1 Hi h Gropr,daoter 1 1 S' Elev:=32,22 Estimated S 9 Deep Observation Hole Iata. 1TP PERFORMED BY, Christopher Perkins. Tundra. Corporation WITNESSED BY: Edward Berry. Ba.rmsto:ble EN,and of Health DATE: May 2. 1996 ELEV DEEP OBSERVATION HOLE UJG Dep th from Other urfa Soil. Soil Textitare Soil Color Soil rSrrvee,srde, states, ' (Inches) Horizon (..USDA) (bL�nsell) ldlottling, Corsi cer�y. c i p_S-.'.. ,� Sandy :Coam 10 YR 3/3 1Yos�, i'rsaele 6 7K 8 Sandy Lmm to YR e/6 140ne 16r,ab1� i 15 J� CO . itediu :l0 2.s r 5/4 Nbne ` Iaose, coarse Sand C Atediuvi 10 /'H 6/3 Na7+a lmse. GM,6 4.m Sand 7e -100"` Cs' Phut 2.5 r 7/2 XQne" FrvaAEe d Sd-ndd tod"�.f3 C4 lladskim 10 YR s/3 Xane: ueliy. . lapse. Ct+a - Sand Paireot kfnterial, f'ge.olagic) �_0utwcash Pfoin Depth .to Bedrock: 3.2. Deplit to. Groundj oten: Stp ding Wbter ..iri the. F•igle„.. 132' Weeping from Pit., F.0 e: f t►mate axonal ,High Graund4moter.. 1 IT `CElev,a30.73) NOV-09-2001 FRI 04'1I Tn-I'FarborToin (lnchesl A.. Sandy Lean' fo YR 3/`► Xvn. Friable D- ber g Sandy foam to YR d/I A rr able. Granilv g•'�2I'� Ct Loafriy Sand 2.5 Y 6/3 None Friable, "G,MWLLg 24' C Medium to 2.5 Y 7/4 Name Loose, Grnvelty e z f d o•• coarse Sand to YR 5/S S[rv,li � Parent M.ateria 1 (geologic) Q.6twash Plain Depth to Bedrock. .140" h water in the Hole.: 132" Weeping from Pit Face: 132'" ndin�J Stp 5easonol I-4igh Grourldwater: T1 13'� (Elegy-=3%.28� Estirnote� peep Observation Hole Data TP- 7 PERFORMED BY:. Christopher Perkins. Tundra Corporation W!TNESS.ED BY: Edward. Berry, Barnstable Board of Health DATE`. w1a,y 2, 1996 ELEV. 41.94 DEEP OBSERVATION HOT IDG Other Depth. from Soil Soil Texture Soil Co.}or. Soil (Stru,cture. Stores. Bmade". SurfacQ Ko.rizvn (.�JS.DAj (Mun3el.k) Battling Cote i e=v. z.. octal) (In�.hes� A Sandy .Loom 1 D YR 3/3 Nvn4 f aiQ Ale D-6.. E Sandy loon to YR. 5/s No.Le. FYeable C' lredtum to 2.5 Y 5/4 None .(pose. Gravelly 15•_4Z• cograe Sand Cz Yedi�c►n 10 YR 6/3 Nene Eoaae... Grauellj/. se��72 Sand Cs F{ne 2 5 Y.7/2 Nana �riablQ 7-r— 96' Scsnd Cd Ned1u L JO' YR 6 sa/3' No.nc Loose: 6veuy 9 _!05 Sand 6 Parent, M oteripl: (geologic.)- Glgcial 0 ijtW. O:epth to .Bedrock.: 145' ndin.g !Kater in tht' 'N61e:. 1..45 Weepiriq from •'Pit Foce: 1 445" Esoi'r,gted. .Seasonal High Groundwater 12Al 5 (Efev, 31.,.52) " ..v .�.� .... ..ter-..... ...--......--y--•• �-�..-_--__._�.�....,._.._.-��.... _.v..�,..M,.�. .._.�r•J•ir-�.».�--�r.J�.J�'�i..,i w.n' ......... .�.. NOV-09-2001. F ar or oin p�4- Saadly lm.n t0 .?'R s/1' N9 :.. Priabis. Q 12' B Sar�dy !Darn 10 .YR: �/a JYbns r'1tdte C/ loamy Sand 2.5 Y 6/3 C#atiBLlg ' CTa+Mrl'1 29' -87" CZ Xsdiuta to 2.5 Y. 6/2 Nbne 1'°°sa y cm•rme Sa"d 10 YR 5/-6 B7"-1DB" ca Caarse Sand 7.5 YR 4/6 . No+�r loosB. V. CTU%w&&y 108". . . Parent Mote.601 (geologic) Outwash Plain Depth. to .Bedrock. _ depth to Groundwater_' Standing Water .in the Hole: 1.05' Weeping from Pit Foce: 105r Estimated Seasonal High Groundwater: $9. (El ev.=30_Sa) Deep Observation Hole Data . TP_.>$ PERFORMED BY: Christopher Perkins, Tundra Corporation WITNESSED BY: Edward Berry,.'Barnstable Board of Health DATE: Moy. 2, 1996 EI EV.=41-05 DEEP OBSERVATION HOLE' LOG Depth from Other Surface Soil Soil- 'texture Soil Color.' Soil (StructvsQ. Scones, Baa,tdgrs. ([riches) Horizon (`USDA) (Muns.ell) Mottling A Sandy Loam 10 YR 3/3 Xo+�e FriaEle 6—1�" B 5and�j. Laam 10 YR. J,/6 No+rs iriaale F. •. r5"-48" C� modtusn to 2.S Y .5/� Jwne Loo+e. Gya v ,coarse Sand -so- CP Atedium 10 YR, B/3 None floe.SB. Ora welly i Sand so"-10 z Cy Pi,.e 2:S Y 7/2 Xone f r;able. saw 102'-124- C4 Medium 1Q YR B/3 JVvrw !,Dose. CraletZt/ Saa.�.d Parent I�lateriot (geologic) l Ou h Qepth to Bedrock: 124' Depth o Gr"ri er: Standing Water. in the. Hole.:' None. Weeping frgm Pit Eace: M_o EsfimQted. Seasonol, Nigh- Groundwater: 124" 1Ele�r.=:S0.72 . . :- : - _..- . . .... .saY��, 'h.e �.r„w..v� •-i::,v;2 '�m!;Y'^6'�7taF.:,' ��9RE�:.. a SEPTIC SYSTEM REFERENCE GUIDE Title 5: Your Septic System Page 1 of 3 Commonwealth of Massachusetts -Executive Office of Environmental Affairs ' Department of Environmental Protection -Bureau of Resource Protection .......... . ... ......... . _._. ......... .. ....... A Reference Guide for Homeowners "YOUR SEPTIC SYSTEM" Caring for Your Septic System The accumulated solids in the bottom of the septic tank should be pumped out every three to five years to prolong the life of your stem. Septic stems must be maintained regularly to stay P g Y Y P Y g Y Y working. Neglect or abuse of your septic system can cause it to fail.Failing septic systems can • cause a serious health threat to your family and neighbors, • degrade the environment, especially lakes, streams and groundwater, • reduce the value of your property, • be very expensive to repair, • and, put thousand of water supply users at risk if you live in a public water supply watershed and fail to maintain your system. Be alert to these warning signs of a failing system: • sewage surfacing over the drainfield (especially after storms), • sewage back-ups in the house, • lush, green growth over the drainfield, • slow draining toilets or drains, • sewage odors. Tips to Avoid Trouble • DO have your tank pumped out and system inspected every 3 to 5 years by a licensed septic contractor (listed in the yellow pages). • DO keep a record of pumping, inspections, and other maintenance. Use the back page of this brochure to record maintenance dates. • DO practice water conservation. Repair dripping faucets and leaking toilets, run washing machines and dishwashers only when full, avoid long showers, and use water-saving features ' in faucets, shower heads and toilets. • DO learn the location of your septic system and drainfield. Keep a sketch of it handy for service visits. If your system has a flow diversion valve, learn its location, and turn it once a year. Flow diverters can add many years to the life of your system. DO divert roof drains and surface water from driveways and hillsides away from the septic system. Keep sump pumps and house footing drains away from the septic system as well. http://www.magnet.state.ma.u;,dep"bip%dies/yoursyst.htm 9/18/97 Title 5: Your Septic System Page 2 of 3 • DO take leftover hazardous household chemicals to your approved hazardous waste collection Y PP center for disposal. Use bleach, disinfectants, and drain and toilet bowl cleaners sparingly and in accordance with product labels. • DON'T allow anyone to drive or park over any part of the system. The area over the drainfield should be left undisturbed with only a mowed grass cover. Roots from nearby trees or shrubs may clog and damage your drain lines. ' DON'T make or allow repairs to your septic system without obtaining the required health department permit. Use professional licensed septic contractors when needed. • DON'T use commercial septic tank additives. These products usually do not help and some may hurt your system in the long run. • DON'T use your toilet as a trash can by dumping nondegradables down your toilet or drains. ' Also, don't poison your septic system and the groundwater by pouring harmful chemicals down the drain. They can kill the beneficial bacteria that treat your wastewater. Keep the following materials out of your septic system: NONDEGRADABLE& grease, disposable diapers, plastics, etc. POISONS: gasoline, oil, paint, paint thinner, pesticides, antifreeze, etc. Septic System Explained Septic systems are individual wastewater treatment systems that use the soil to treat small wastewater flows, usually from individual homes. They are typically used in rural or large lot settings where centralized wastewater treatment is impractical. There are many types of septic systems in use today. While all septic systems are individually designed for each site, most septic systems are based on the same principles. A Conventional Septic System A septic system consists of a septic tank, a distribution box and a drainfield, all connected by pipes, called conveyance lines. Your septic s stem treats your household wa stewater by temporarily holding it in the septic tank where heavy solids and lighter scum are allowed to separate from the wastewater. This separation process is known as primary treatment. The solids stored in the tank are decomposed by bacteria and later removed, along with the lighter scum, by a professional septic tank pumper. ' After partially treated wastewater leaves the tan p y k, it flows into a distribution box, which separates this flow evenly into a network of drainfield trenches. Drainage holes at the bottom of each line allow the wastewater to drain into gravel trenches for temporary storage. This effluent then slowly seeps into the subsurface soil where it is further treated and purified (secondary treatment). A properly functioning septic system does not pollute the groundwater. ' For More Information http://www.magnet.state.ma.us/dep/brp/files/yoursyst.htm 9/18/97 Title 5: Your Septic System Page 3 of 3 A videotape version of this brochure, also entitled Your Septic System: A Guide for Homeowners", is available through the EPA Small Flows Clearinghouse. Call 1-800-624-8301. For more information about maintenance or inspection of your septic s stem, contact your local board of health or the Department of Environmental Protection: ' Central Regional Office (508) 792-7650 Northeast Regional Office (617) 932-7600 Southeast Regional Office (508) 946-2700 Western Regional Office (413) 784-1100 Boston Office (617) 292-5673 .._._... _____ _...._.. .___ _ ...... __._. __._._..- ------- Where To Next ? ' Return to the Bureau of Resource Protection P iic • Q ub ations Page • Go To Bureau of Resource Protection Home Page • Go To MADEP Publications Page • Go To MADEP Home Page Last Updated:April 16, 1996 Comments or Questions? Email to depwww@state.ma.us http://www.magnet.state.ma.us/dep/brp/files/yoursyst.htm 9/18/97 % 245 PLEASANT STREET aBROOKLINE, MASSACHUSETTS 02146 (617) 731-5599 i December 4, 1984 Letter to the following Agencies and Parties: s Richardson Road Associates Larkin, Glassman, & Prager Assoc. , Inc. 690 Beacon Street 245 Pleasant Street Boston, MA 02115 Brookline, MA 02146 H. W. Moore, Inc. Board of Health 112 Shawmut Avenue 367 Main Street (P.O. Box 534) Boston, MA 02118 Hyannis, MA 02601 Dept. of Environmental Quality Eng. Dept. of HUD-Labor Relations Specialist Div. of Labor and Industries Dept. of Labor Exec. Office of Communities & Development OSHA Inspector General Dept. of Public Health Gentlemen: This letter will serve to answer the many letters sent to the various persons, agencies, architects, engineers, corporations, etc. by Mr. M. Ray Millman, Jr. Mr. Millman made many false statements, quotes and allegations in reference to the Centerville Nursing Home HUD Project #023-43114 in Centerville, Mass. , ZVI Construction Co. , Inc. and Daniel W. Marcotte. This project has been under construction now for eight months and has progressed on schedule under the daily direction of the Project Superintendent, Mr. Dana Marcotte. From the beginning of the project we have held weekly jobsite meetings with the owner, the resident engineer, the Architect, and the General Contractor; represented respectively by Mr. Ed Lundberg, Mr. Al Gillespie, Mr. Steve Andrews - or Mr. Steve Nawoichik and myself, Dan Marcotte. Additionally as required, we invite the various subcontractors; the Electrical, Mechanical and Site Engineers and representatives of all local state and federal governing agencies. These meetings afford us the opportunity to work as a team to expedite the project and to determine legal and logical solutions to the various job problems including conflictions between the plans and specifications and conflictions between local state and federal rules and regulations. During the early stages of site preparation Mr., Ed Lundberg contracted the R.F. Geisser Testing Lab Co. to perform all the required testing for soils, concretes and structural steel. Geisser's testing included gravel for under roads and slabs„- and washed stone for the sanitary leaching trenches. Geisser also tested the soil ti in the proposed leaching trench area and also performed a percolation test in the same area. All the above tests resulted in a positive status. These tests were reviewed and paid for by Ed Lundberg. Later on as the job progressed into the structural stages of the building, ZVI prepared full scale shop drawings for approval of all exterior wood trim and overhang blocking. In addition to the drawings full size samples were set-up on the building for approval. All drawings and samples were approved by the archi- tect, the owner and the resident engineer. When we submitted the manufactures drawings for approval of the precast concrete sanitary tanks and pits. Mr. Carlos Quintal of H.W. Moore requested an additional section to be added to the 18,000 gal septic tank and also that an additional hori- zontal one foot section be added to the proposed pump chamber to gain additional height for the pump. Both requests were agreed to by the manufacturer, ACME Pre- cast Co. , Inc. of Falmouth, Mass. These same precast units were also inspected and approved by Mr. Jacobi from the Town of Barnstable Board of Health Dept. This pump chamber has been installed above the :,rater line and has been installed in a water tight manner. Title 5 has approved this type of sectional tank for over 15 years. The Acme Precast Co. has been in business on Cape Cod for over 25 years and Walter Stone, Acme's president has guaranteed the watertight integrity of all the concrete tanks supplied and installed on this project. I have personally been purchasing precast products from Walter Stone for over 15 years for many projects without a failure. That is a record to feel very safe with. With reference to the sanitary sewer lines the specifications call for a five foot section of cast iron entering and leaving each structure. We in fact installed continuous cast iron from the grease trap to the sewer manhole, from the building to the septic tank and from the septic tank to the pump chamber. These lines were installed by a licensed plumber and inspected prior to backfill by the H.W. Moore inspector, Mr. Wilson, and by the resident engineer, Mr. Al Gillispie. I might also add that this material was not supplied by the George Caldwell Co. The PVCD3034SDR35 perforated pipe has been approved by Mr. Carlos Quintal and Mr. Bob Carter of the H.W. Moore Co. Mr. Jacobi and Mr. John Kelley and just about every other approving sanitary agency in the Commonwealth of Massachusetts. As of this writing, all components of the sanitary system have been inspected by an agent of the H.W. Moore Engineering Co. After processing all shop drawings and materials for approval and after spending several weeks at meetings including meetings at various agencies and engineer's offices I then employed Mr. M. Ray Millman, Jr. as a Site Supt./Engineer. Mr. Millman's responsibilities were to immediately expedite and supervise the instal- lation of the storm and sanitary systems. Ray was also responsible for the lay- out and grading for the roads and parking areas so we would not miss the paving season. Instead of commencing actual work, immediately Ray began to- start the approval process all over again. . He refused to recognize or believe any authori- ty or decisions made by the architect, the engineers, the Board of Health or any- one else. Mr. Millman apparently does not like to adhere to company policies or procedures that are not of his own making. Ray refused to wear a hard hat or hard soled work shoes when on the jobsite which is a violation of ZVI policy and also an OSHA violation. I sincerely believe that Mr. 'i4illman had an extremely difficult time adjusting to working in the capacity of an employee after 40 years of having his own business and not having to 'answer to anyone ,or verify his actions or decisions t ~ to anyone other than himself. Mr. Millman terminated his employment on Satur- day, November 3, 1984 and verified it on Monday, November 5, 1984 and has never returned to work since that date. ZVI has since replaced Mr. Millman with a qualified graduate Civil Engineer who is doing a fine job on this project. Mr. Millman's paycheck for weekending November 3 was sent to the Centerville Project which is the place he normally received his check. Since Mr. Millman did not appear on the 9th to pick up his check it was placed in the mail on the same day. Since Mr. Millman has notified us that he never received this check we have issued a new check and have notified our bank to stop payment on the original check sent to Mr. Millman which has obviously been lost. We should point out that Mr. Millman' s salary arrangement was for a salary plus auto ex- pense for use of his vehicle,so therefore, two checks have been sent to cover both salary and expenses for the weekending November 3, 1984. ZVI Construction Company, Inc. considers Mr.- Ray Millman to be paid in full at this time and no wages or expenses are owed to him. We state again, we also consider Mr. Millman's employment terminated as of Monday, November 5, 1984. We believe that now we have provided answers to all the alleged violations refer- red to in Mr. Millman' s many letters. We therefore will close by leaving an open invitation to all the various agencies, engineers, architect and the owner, to visit our jobsite at anytime to make whatever investigations or inspections that they deem necessary to satisfy themselves that ZVI Construction Co. , Inc. is fulfilling their obligation both contractualwise and also fulfill local, state and federal requirements. Very truly yours, Za /jn/�e�ll W. Marcotte ZVI Construction Co. , Inc. DWM/dlm H. W. MO/OnRE ASSOCIATES, INC. 112 SHAWMUT AVENUE VO/G,1lGGLd/GQ �/IQ6/C88/S4 BOSTON,MASSACHUSETTS 02118 O o TELEPHONE(617)357-8145 December 16,1983 Town of Barnstable' Board of.Health 367 Main Street Hyannis, MA 02601 Attention: Mr. John M. Kelley RE: Centerville Nursing Home Gentlemen: Pursuant to a discussion with Mr. Jacobi of your office, and due to the letter from D.E.Q.E.-Lakeville, dated October 31, 1983, regarding the size of the leaching system, the final approval is to be addressed by the Board of Health on December 20, 1983. uiWe have also been informed that the Water Quality Advisory Board will also review. An early start date for construction may be early next week, at which time the decision may not be known. We would, therefore, build a system for 11,500 gpd with the understanding that, if the approval decision. is to build-.two such systems, the second half will then be built prior to occupancy. Thank you for your attention to this matter. Yours very truly, ORE ASSO , INC. Carlos A. Quintal mha Encl. cc: Mr. Jacobi Mr. Schwartz ■nr///�D i 6)pe 0/ Ur a/ em �r ANTHONY D. CORTESE Sc. D .7/fGI,/eaw g O Commissioner 4&man4&4e& 0, J46- PAUL T. ANDERSON Regional Environmental Engineer 947',$,Y f, V&t 6680-6'.94 October 31 , 1983 H.W. Moore Associates , Inc. RE: BARNSTABLE--Subsurface Sewage Disposal , 112 Shawmut Avenue Interpretation of Title 5 of the State Boston, Massachusetts 02118 Environmental Code for the Centerville Nursing Home, Richardson Road, ATTENTION: Carlos Quintal , P.E. Centerville Gentlemen: The Department of Environmental Quality Engineering is in receipt of your letter, dated 19 October 1983, regarding the proper interpretation of 310 CMR 5.09(.4d) of Title 5 of the State Environmental Code, which states that pumps must .alternate and, in cases where the flow is in excess of 5000 gallons per day, they must serve separate disposal areas. It was stated in the letter. that the total daily flow for the above-noted project is 11 ,500 gallons. The manner in which this would be dosed is as follows: 1 . The leaching facility shall have a minimum leaching capacity of 11 ,500 gallons per day. 2. The leaching area as described above shall be divided into two (2) equal and separate areas. 3. Two (2) dosing pumps shall be provided to alternately dose the areas as described in Regulation 310. CMR 15.07(3) . If you have any further questions or need additional information, please feel free to contact Ms. Diane Druyetis at the above telephone number. Very truly yours, For the Commissioner 7/_ Z' L Ro ert P. Fagan C/ Deputy Regional Environmental Engineer F/DD/re cc: Board of Health Town Office Hyannis, MA 02601 ATTN: , Mr. Jacobi A .j H. W. MOORE ASSOCIATES, INC. 112 SHAWMUT AVENUE <V(t/L.flL`//l� VR66/lCB/J BOSTON.MASSACHUSETTS 02118 j VVVV LKL IIJJ A TELEPHONE(617)357-8145 iyr 1 October 19, 1983 1 Dept. of Environmental Quality Engineering f Southeast Regional Office Lakeville Hospital Lakeville, MA 02346 Attention: Dianne Druyetis RE: Title 5 (310 CMR) - Interpretation J: t Gentlemen: r: This office is currently involved in the design of a septic system in F. Barnstable, MA, where the total .daily effluent is 11,500 gpd. l�t It is the interpretation of the local health inspector, Mr. Jacobi, that, due to Regulation 15.09, Para. 4 (d) , two (2) separate areas must be provided, each capable of supporting the total daily flow. Because we disagree with with that interpretation, we request an official interpretation from your office. Thank you for your prompt attention to this matter. Yours very truly, H.W. MOORE ASSOC. , INC. Celos "�. c Quintal, P/ mha • I ; s f 1 i 1 y� • H. W. MO�ORE ASSOCIATES, INC. 112 SHAWMUT AVENUE C/JQ//.,1/LLLL/G6 �2QAiieerJ BOSTON,MASSACHUSETTS 02118 4 O TELEPHONE(617)357.8145 December 16,1983 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Attention: Mr. John M. Kelley RE: Centerville Nursing Home Gentlemen: Pursuant to a discussion with Mr. Jacobi of your office, and due to the letter from D.E.Q.E.-Lakeville, dated October 31, 1983, regarding the size of the leaching system, the final approval is to be addressed by the Board of Health on December 20, 1983. We have also been informed that the Water Quality Advisory Board will also review. An early start date for construction may be early next week, at which time the decision may not be known. We would, therefore, build a system for 11,500 gpd with the understanding that, if the approval decision is to build two such systems, the second half will then be built prior to occupancy. Thank you for your attention to this matter. Yours very truly, H ; MORE ASSO � INC. Carlos A. Quintal mha Encl. cc: Mr. Jacobi✓— Mr. Schwartz f H. W. MOORE ASSOCIATES, INC. 112 SHAWMUT AVENUE BOSTON.MASSACHUSETTS 02118 f; TELEPHONE(817) 357-8145 October 19, 1983 F. Dept. of Environmental Quality Engineering Southeast Regional Office Lakeville Hospital Lakeville, MA 02346 Attention: Dianne Druyetis RE: Title 5 (310 CMR) - Interpretation Gentlemen: This office is currently involved in the design of a septic system in k�k' Barnstable, MA, where the total daily effluent is 11,500 gpd. It is the interpretation of the local health inspector, Mr. Jacobi, that, due to Regulation 15.09, Para. 4(d) , two (2) separate areas must be provided, each capable of supporting the total daily flow. Because we disagree with with that interpretation, we request an official interpretation from your office. Thank you for your prompt attention to this matter. t Yours very truly, H.W. MOORE ASSOC. , INC. Carlos A. Qui.; ntal, r -. m11a T L .f7L1� 6*e 0/ a W . 0/ ,V,m V�//�VV pD V ANTHONY D. CORTESE Sc. D JNllILPLIGG C� � Commissioner , /ZGabaac�ui6e�`6 oxw PAUL T. ANDERSON Regional Environmental Engineer 9l 680-6 4 October 31 , 1983 H.W. Moore Associates , Inc. RE: BARNSTABLE--Subsurface. Sewage Disposal , 112 Shawmut Avenue Interpretation of Title 5 of the State Boston, Massachusetts 02118 Environmental Code for the Centerville Nursing Home, Richardson Road, ATTENTION: Carlos Quintal , P.E. Centerville Gentlemen: The Department of Environmental Quality Engineering is in receipt of your letter, dated 19 October 1983, regarding the proper interpretation of 310 CMR 5.09(4d) of Title 5 of the State Environmental Code, which states that pumps must .alternate and, in cases where the flow is in excess of 5000 gallons per 'day, they must serve separate disposal areas. It was stated in the letter that the total daily flow for the above-noted project is 11 ,500 gallons. The manner in which this would be dosed is as follows: 1 . The leaching facility shall have a minimum leaching capacity of 11 ,500 gallons per day. 2. The leaching area as described above shall be divided into two (2) equal and separate areas. 3. Two (2) dosing pumps shall be provided to alternately dose the areas as described in Regulation 310 CMR 15.07(3) . If you have any further questions or need additional information, please feel free to contact Ms. Diane Druyetis at the above telephone number. Very truly yours, For the Commissioner Ro ert P. Fagan U Deputy Regional Environmental Engineer F/DD/re cc: Board of Health Town Office Hyannis, MA 02601 ATTN: Mr. Jacobi FEs,. ...-........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................OF..........................................------------------.......................---... Appliration for Disposal Murks Tonstrnrtiun 11trutit Application is hereby made for a Permit to Construct (r, �or Repair ( ) an Individual Sewage Disposal S stein t / .......................... •--- ---...----------------....---...•............. r y�Location- dress^ or Lot No. Ow e r Address L .....-•-•----•-••----•-••...............•-- --•-•-----.............'................ Installer Address U Type of Building �� ��� Size Lot.................... .....Sq. feet Dwelling—No. of Bedrooms._ Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building . ` J�_ °`�_. No. of persons............................ Showers ( ) — Cafeteria ( ) p-' Other fixtures ------------------------------------------------------ W Design Flow....J1..�Z5.4 ...._��,_.�Uxallons � per day. Total daily flow__-_1 r��..................gallons. WSeptic Tank—Liquid capacity.....!......gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area................... ft. Z Other Distribution box ( ) Dosing tank ) Percolation Test Results Performed by._.. l .._ _ Date_: ,IF -------- Test _ minutes per inch Depth of Test Pit.................... Depth to ground ater........................ ,.a Pit No. l.�_�._ p p p Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil.... x -------------•-----•--•-•---•--•----•---••----•----------•----••-------------•---•---........•-----•-•-----•-•-----•-----..._.........•..... W �a 1? x 3,e,o o f 4--to u r . 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 iITi U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in t operation until a Certificate of Compliance has b 'issued_by.the board of health. e --- ------------------------------ 0 --- Application Approved By..... 30 •-- Date Application Disapproved r th ollowing reasons----------------•------•---------..........------------------------------------------------ •................. ...........--................................................... ......----------••----••-••-•-•--•--•---•-••••••------------------------.......... Date PermitNo...... ...-•- 7C1----------------•-------. Issued_......1.:....--------------••-•------................ Date No'_KJ _742 ........... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF....................................... ----------------...------------............----•- ApplirMtion for %qpsal Workii Tonstrortion ramit Application is hereby made for a Permit to Construct (c/f or Repair ( ) an Individual Sewage Disposal S stem at* ;f'r:�a.!'F'.a✓ara.:a_i ,tt:7 i/"=•-1 •.'.� f "-.t: J= ��f.! .1 .1:.------•-••............... ......--••--•----...----••--••---•----... Location-A.ddress or Lot No. Owner Address :• r rT .................•. -----------•-•------••--'-----........---- ....----•---...........................----------•'••- Installer Address dType of Building Size Lot............................Sq. feet U "" '" "'' .. .... ..._Ex Expansion Attic Garbage Grinder Dwelling—No. of Bedrooms.___.: �:....:........ . _. _. p ( ) g ( ) aOther—Type of Building .°� '." ._r:`.`?__ No.' of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures --------------------------------------------•---......----••------•--•-----•---•---•-•--•--••--••-----.....`....----•..........•--•...-•--........ W Design Flow..... __ gallons per-geseu per day. Total daily flow__._%ly`> p..................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. i Z Other Distribution box ( ) e Dosing tank ( ) r Percolation Test Results Performed by....��'. � r ', �-_ ,?C G.. Date...1.P.I�,!_ _:,. ->........ �.1 Test Pit No. 1. ._�:_..m>nutes'per=uich Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit..................... Depth to ground water........................ O Description of SoilG1=-rGl-." ��?�..G, � rlt1` _ rt ,.� ... -------------------------------------------- . . .................................................................................. ......................................................... 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 TITL%, 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued by the board of health -- at •--• Application Approved BY ...- ... /fir�. ` .............................................................. ,... f -----• ....................... Date Application Disapproved r th ollowing reasons-------------------------------•-----•--•--------------------.....--------------...---••-._....-•--------..--•-•- ---•••••------•••-•-•-•-.....-••-•---•--••--•-•••---••-•-•-•--------•••----•-•••---•-----•----•........-•-------•------------•••------••---•---•-----•----•_.._....---•-----------•-•---•-:------•.••--- Date Permit No....... �__:.......��--------------------••_.. issued...... ............................................. Date THE COMMONWEALTH OF MASSACHUSETTS Vr/ 1, - 0, /y BOARD OF HEALTH ......................................... .. .... ....................O F. ............................. Trrtif iratr of TomVIiana THIS IS TO CERTIFY, That the I dividual Sewage Disposal System constructed ( or Repaired ( ) Aht+Os l�rPh ao/-!r ---------- ......... 7 In taller r i s R�*has,b. een installed m accordance with th rovisions of TI F 5 ofjhe' State Sanitary X. a,.s d abed in the ppl>catiomfo'r Disposal Works,Constr tion Permit ...... 3.'._.G_-�6........... dated.. ... , {, TH'Et^ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................ �. . :: w.. Lzispector........ .---- ...•.�Ge THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH G 7 .....................OF..............................-•----. ....� ................ a FEE_ fa Works 0-1onotrurtilan "permit - Permissi hereby granted ,..- ----------------------------•-----•-----•-••-•--•-•---...........-•--•••...................... to Constr e air a>{ Iv1 1 SeviTa isposal System atNo - -tip ..................................................-- —••• ---- �.t=Ki... ....... ....� �.- 1� Street as shown on the ap licatio for Disposal Wor �onstructlon Permit No.,. ._.. Dated_1'. :.. ............... ......................... ------ --------•••---•--•-•-••---•---. Board of Health DATE..---........... '�•---------•--...----••--••--•-•--- FORM 1255 A. M. SULKIN• INC.. BOSTON It ':'r s .. C_ a c. �y'# ;�+@ ! E S J. 3E Z, .},,. •y a: ,. 10, �, ., b � +`ZL 4 S• �� r rM' /`. "�'y' �"ram L k"* Decombsr 17, 1984 $• l} e1�#�'A'. «�. k ,X fe ✓` > :r Mr.' Robert P ...:Pagan ,t" t . Y• ;t . Deputy Regional 8nvironnental, Rtsginoer, Dept,"of $nvironmental•Quality Enginssriag' " + " Ukevil'le Hospital' s" 'Lakeeille, Ms 02346 m y ResBarnstable Subsurface 'sewageaDisposalk8ysCom EY: Cant eiville NursingrRome,. Centerville Dear Mr, 'Pagans t T i 'This office ie.in receipt o!.Vcopy of a letter4£rore,Mr 14y ?Sillmen '3r,, ' r . 4y r ;T. 0. -RoxwlObb, Plymouth"' savage aeasge,dispoeal',works-installer n ". for thi referenced nursing,homs ry.•' « n : ti r ra } r .Mr. Ron Gifford, our. Health I"Pector, 'his been on-Otte"with '8tephenl,'. } Flilson, P,B:- from.Cape Cod,Survey : Mr Wilson is closelyf'supervldiAg.. construction. ° ,a5. :.y Ws`,'�Y •,F:' ^¢` We have no 'reason to 'Deliove ,ttiat*the3'system is "not being installed`x , , in accordance vith the regulations'.contained•in Title $,:IofMthe $tape ; Environmental Code., ' . ' L `Very truly yours, c^{1 y I _ { "'..}.i � /µ � " ' a '" _ .•.� 1 • r t t 'r John M. Kelly ,Director'of 'Public Health ; r,r, r+" � a, R eel Stephen .Wilsoa Cape Cod Snrve'9 i Y y iG ., M I F. GEISSER & ASSOC. IN Progress Report No. t., Consulting Engineers k w TESTING LABORATORIES Laboratory Report No. DESIGN - TESTING - CONSULTATION - RESEARCH mber Job Nu Russell F. "Bud"Geisser P.E. President Date-`�. P9 Member of American BOX 4145 vvv EAST PROVIDENCE, R.I. 02914 Council of Independent Laboratories P.O. BOX 1245 401-438-7320 DEDHAM, MASS. 02026 617 CLIENT RICHARDSON ROAD ASSOCIATES, INC. PROJECT CE NTE]WILLE NURSING HOME EXPANSION 7 SUBJECT TEST PITS AND PERCOLATION TESTS - r The undersigned arrived at the Centerville Nursing Home in Centerville, "e Massachusetts, this date, at 7:00 AM. The purpose of this visit was to open up two (2) test pits for examination of the subsurface drainage conditions, and to perform percolation tests at each pit. a Mr. John Jacobi R.S. , Health Ins pector, Board of Health, Town of Barnstable, witnessed all work done this date. Results are outlined in the attached application sheet #P-229. ' Respectfully submitted, fs6sell F. Geisser, P. E. R. F. GEISSER & ASSOCIATES, INC. RFG:kh cc: Client :t Fz az< -.c r^. f` a. 1983 ur THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT. AS A MUTUAL PROTECTION TO OUR CLIENTS, THEjY` PUBLIC AND OURSELVES, AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM "ct OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. THE RESULTS LISTED REFER ONLY TO TESTED SAMPLES AND/OR APPLICABLE PARAMETERS. TOTAL LIABILITY IS LIMITED TO THE INVOICED AMOUNT. APPLICATION FOR PERCOLATION TEST AND OISD ATION PITS LG(TION • 7 Z_ �<< - ram - VILLAGE ��-�cr v��„ • — DATE APPLICANT (f_ .-.�.��� , l�i� �. ij. ;.� z � - '" ,c FEE �- ADDRESS TELEPHONE NO. ��S-'�c ;c;(Non-refundable ENGINEER 1Z TELEPHONE ;fc 9 _ .4-30_- DATE SCHEDULED { z k > i �nt l s sayrtnatu e) -I �N•-...r c•U % /� ti�. C/C• • . • • • o • • • o o e • • • e o e • • • • • o • o • • • o • o • • • • • • o • • e • • • o • • • s o • • • • e • • • . e o • • ••• • o • o o • o 0 0 0 SOIL LOG ° SUB-DIVISION NAME DATE TIME • /~ r• EXPANSION AREA: YES X NO ENGINEER:_)� ' " TOWN WATER-<PRIVATE WELL BOARD OF HEALT EXCAVATOR SKETCH: (Street name, etc. ,dimensions of lot, exact location of test holes and percola on tests, locate wetlands in proximity to test holes) gN� NOTES : 5. F4 0 6�-5 Eh�s•r�av 4 Nuts/N!e 140M AE � 40� 60� I f 170 zo, PERCOLATION RATE: BEIft -�Qn �- ;;. B OTN Lo u /61^J -TEST HOLE NO: ��� - ELEVATION• � /TEST HOLE NO: a ELEVATION: 4r 1 Sa► 2 3 2 3 4 4 5 5 - 6 6 ' 7 nd 7 IY1 �� . Swnd a ;-��l-� 9 rav e) a 9 4ETCH: (Street name, etc. dimensions of lot, exact location of test holes and percolaon tests, locate wetlands in proximity to test holes ) a NOTES : ,Y 40 i 6 4 170 2-0 ERCOLATION RATE: Be 1\t:llv_ -'0a C1 nTf L ►c C.A- softjs EST HOLE NO: 3 ELEVATION: TEST HOLE NO: ELEVATION: 41 ' 2 2 3 3 4 4 _ 5 5 , ,nod, sand 7 , swnd -Ail-c �rave 1 s � 7, 10 '(1 12 12: 13 13 14 14 15 15 16 16 ACE SEWAGE : LEACHING F . SUITABLE FOR SUB-SURF C I I _ - FIELD LEACHING P .TS �. LEACHING TRENCHES ' , UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS : NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY BY P, F . AND RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT .:,rw.ry.w.,......�m,....p.>.�... q.,,,._y .P:�.,g;�..Syr.ma.......,.:..a:mr«!y+-•....,.p,..ri..v;��"?'Rp";i='R'xr•-.,.'F"NTx"�3Y�...r.:.fa++.....n<.se.r^ .n9v+,.'..,,,.,f�. *rrs.,n•.e .- w.v.:ryr•.+w.ww �,,,r^., - E Z -If S &W�v r/ov 0/ env"Im� _T , / e ANTHONY D. CORTESE Sc. D �K.l.deaa R O Commissioner �G°v � iu6e 6 0,9346' PAUL T. ANDERSON Regional Environmental Engineer ,9l�� r` 6.80-6'84 0 NeEzN' s'<9 October 31 , 1983 H.W. Moore Associates , Inc. RE: BARNSTABLE--Subsurface Sewage Disposal , 112 Shawmut Avenue Interpretation of Title 5 of the State Boston, Massachusetts 02118 Environmental Code for the Centerville Nursing Home, Richardson Road, ATTENTION: Carlos Quintal , P.E. Centerville Gentlemen: 06 7. The Department of Environmental _Quality Engineering is in receipt of your letter, dated 19 October 1983, regarding the proper interpretation of 310 CMR 5.09(4d) of Title 5 of the State Environmental Code, which states that pumps must alternate and, in cases where the flow is in excess of 5000 gallons per day, they must serve separate disposal areas . It was stated in the letter that the total daily flow for the above-noted project is 11 ,500 gallons. The manner in which this would be dosed is as follows.: 1 . The leaching facility shall have a minimum leaching capacity of 11 ,500 gallons per day. _ o 2. The leaching area as described above shall be divided into two C2_ ,-o�,q( equal and separate areas. 3. Two (2) dosing pumps shall be provided to alternately dose the areas as described in Regulation ,310. CMR 15.07(.3) . If you have. any further questions or need additional information, please feel free to contact Ms. Diane Druyetis at the above telephone number. Very truly yours, For the Commissioner Robert P. Fagan Deputy Regional Environmental Engineer. F/DD/re cc: Board of Health ��� � 20 Town Office Hyannis, MA 02601 ATT1�- Mr. Jacobi // l J3/2i 96 17:25 V 50R'=mo6 9399 NRTOLUTTI CONS14 ---~ e BORTOLOTTI CONSTRUCTION INC. jj DRAINAGE LAND DEVELOPMENT SEPTIC SYSTEMS _ - IT► :� V Ilk: x -` T 4t je2 f\� i ��• K s 765 WAKEBY ROAD MARSTONS MtL 5, MASSACHUSETTS 02648 • (617) 428-8926 4 , 41 i July.6,, 1983 re h �r rt, §'. ate. i •• A'}' y+c y..6 s R:"Moore`Associates ' 112`Sha�it Avenue .� Dear Sira a {In � r . r '� •". ',L'.x" ° 'r `t t.. `.nk..' r .. - .+ °.. We hav6ireviewed -your, engineering plans for an on-site sewage df'sposal system"forthe "proposed addition to"the Centerville Nursing^Home. ."�Liated,Delow ale"several items inconsistent'with Ti tle= 5 and the Town of+Barnatab'li HeAlth Regulationas.: ay 'h 'Y? Y. *.♦ T Y Nn g°` - r.';y;r +ku w• f ' . °` sf C a {T(1) There ''is no design,flow for, the laundry t4 ,-e a ' ei ;t �neem 4 ' 3.(2Y�?Creese. trap fulet'�and�poutlet do ngot'g�sleet ,Title 5 requirements > It v .i' T,' ,(3YAZest holes not' shown on plan ' v a ��� ..� A � a`{,f��"n 4� � r••}t s.,-�w f.� "`}� r G ,y.'G '� � s, fr. - b r w'' .t 4 T- ` tir �-a jet.,, a pt'. e 4 k ,q J�4;A4 N 1 .�' • , y , ,�+ T ; ^t . ,.''!`fie' -. t` r asp ,Ts{(41rPump designtinadequate y 4 , .# ' f ° k f (5)' Muat •have alarms5and standby.`power. Boa ?tPlsa 411` Mr. Jacobi, ?at �75-1120,° esteaslo5' 182,a etween "the hours , ° n'of Sa30:,.to Qz30'A.M:` orj2e3®, to,.2 'P.M.`, ift-you"' have any questions. ; • v , , J t T+ 'Very truly yours, x r� s ? g K t �•. ` ♦ ,+.' y}.:. y i$'+.ty " °t4�" tyT tx ;v.x r'r $ 14 , John H . Kelly • , , . . ✓ � ,- t v" :rq,=: . ,r r ' Director of Putilic�HealEh t Is kJMK�IDm -er 4,t 4k 'l�p5a gs,}.k!" .y YK s y� °r �J;.N a , n. c . .t �,�, t > n•c+-.. r{ t>. w.r r; rt k"h 3,,, +' ¢}tf "'., "f# x •,fit`}" i �`- ...;.i;r . t t � T ta4F a .-:� � � w•r r .P, ` r., a•s-q pr fc_. p, i 1`. �ka�. `} Nt '% .:r; `kc er'� swy�i`.d¢ S �'" '"}z S W c r + •�. "�" a tY I. rb C $° >•' a. a � z`' '+e 4�r a�� J c < t `'�i�`a t ,�� r � ,� .. i ,w,w y ��y vi..�iF�-r.�s �, �t a �°>i �x. A' •_y, a �1ir °a + � .' t . . a �.' - ^' .� . N x� '.a�t i •r,� y 4 ov. 1 • R �, Y { �' £ "'*r ;. a, � A ti r r c ) Is-•AY .any a u - e "�i+ #4 M° s w tp s �. .{• T• {T }' . n y ;J. s ,.� '* 't x_ rj !. s "J' 4• ) q� ,i }"• i 'y.,h '"+� yu 9 F It41T �,,. ''*z f i.g 5Y �. 'f 3 a t .. x y. •,e^ ;€. .+ a .. art. . , . ryS. ,��" ,. ' . a= 'tF ...�e4"i.4 ._.r"' .. ,.. � . . u''3�s' •- '� y� .S'. a'�, d `..' � r i sA Fins............. ..... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH -•.....:..................................O F.....--....-.-..--.........._.-.......---------------------.......-..........--------_---• Allp iraativat for Biupuua1 Workii Tatui rurfivat ".truth Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: r `P......................... ..c.... .......------ I.. G9---•--------------------.....------------ Location-Address or Lot .. t ..G C!i�[ . ....�fuidre.._ . ............._.. T�l'Uner -•-•....................... :...f•-*• _.1.7 f•... f- -•-•---•-•--...---•-------•--•- Installer Address dType of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) '04 4 Other—T e 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'capacity_________._.gallons Length................ Width---------------- Diameter................ Depth................ Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area_...................sq. ft. 3 , Seepage Pit No_____________________ Diameter____________________ Depth below inlet....:............... Total leaching area..................sq. ft. Z " Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed b _________________________________________________________ Date........................................ aTest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water..................... (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a' -------------------------------------------------------•------------•--._...._-•---•-••-•-•-----------------__...___...... _------ •---•--------•-••--•--. --- CDescription of Soil........................................................................................................................................................................ x U . UNature of Repairs or lteration —Answer when p licable_______ __� U ___ :..__ __ ._ G. ��_......._.. -11 --------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITHE 5 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 t oard health. j /••_Signed Y Datp Application Approved B �..... _____._ d' ________ PP PP Y ..._ ,.., .................... Date Application Disapproved for the following reasons_________________________________________________________________________________________________________________ ------•-------------------•-••---...---------------------•--•--------------------••--••---•-••-•---•••-• -- Date PermitNo......................................................... Issued....................................................... Date N .. Fps .. ......_ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH _ EALTHr . .........................................._OF........................................-------------..........-----...................... Appliratinn for Bispniittl Works Tunstrnriion rrmi# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at Y `�R&Ka�p L........ .......... ...i r 4�r k Ithq -••--•......--- ----••---••-------•---.......--•--•--•-••. oca n Addr s or Lot No. ner e44 s e - Installer Address Type of Building Size Lot.....................�_____Sq. feet aDwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage pi Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) (z, Other fixtures ............................... .. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank.—' Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet...................` Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -----------------------------------------------------------•---•--•-----•-•----•--...........---••-•......................................................... 0 Description of Soil...........................•..-----------•......--------...........----......-•----------------------------........................................................... x �., -------------------------------------------- •.---------------------------------------------.._..------- xt r ------------ U ture of Repairs or Alterati Answer w e plicaLwe v 'Xr � " � ........... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The un ersigned further agrees not to place the system in operation until a Certificate of Compliance has,bee is ed by t e boar f health. WO& Signed.._. ....... - .. ....-------•.............- Da e.� Application Approved By...... •-•�" � ......... Date Application Disapproved for the following reasons---------------------------------------------------------------•---------.....--•-----------------------...•----- ....•-••-•-•----•--•.._......••--•---•••.....------•--•-.._....---•-••-•..................•--•------•----I--•••-•-•------••••--•-•-•-------•-•-•-------•---••----••---•-•••----•------•••-•--••••........ Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF..................................................................................... T' rrtifiratr of Tumplianrr THIS I�j CERTI . , at the ndividual Sewage Disposal System constructed ( ) or Repaired ( ) by..................••••...............4 ... ............... •......----•...-...--•--.... .--------••----------•---••-•----------•------•--•--.....-•--•-•---.--- Installer at........... r ......... 0 has been installed in accordance with the provisions of TI= 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No �J"1)-_-5:51e.............. dated-------•........................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................1-I'.&42i..........----•--•----••... Inspector..------.... ...................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT ... ... ?" .............OF........," c ........:..................._........_......... FEE........................ Disposal Works T Permission is hereby granted------... .......... = ..........................•............--•-. ................. to Construct or Repa ) Individual Sewage Disposal System at No... Street as shown on the application for Disposal Works Construction P t No.................. 1. Dated.......................................... .___. .:. •►"" "'� .. ..............•--•.....-•-...-•-- c Boar - alth DATE..............._! FORM 1255' HOBBS & WARREN. INC.. PUBLISHERS - �ra��finu�zfi a A&V 600,Washin-t)n st. ✓" Boston, Mask. Coe s 1' NOVOMW 28, Alcor and GUmn Us 80.t1MAM--gubourfiCq d4ovw Disposal ' F.O. an 369 Prgposed Additions to the cantervills 396 bait Street 2Wsing HOW "Pltbad ► load RyOmais, Massachusetts 0260). Job Nb. 73.5ws contimens The Deporboant of Public Health, in respones to ym re"et, has had one of its enOmare ammol a tho existing Newman dieposO facilities at the subject wsrsim how* An addition is proposed on the south end of the existins; awalm hoses for physio and occupat ool therapy purposes. Thera nail]. be no increase In the prevent quotas of 75 beds., the examination on Ttasrsa Rmr 13, 19n, revealed that the systms we operestime satisfactorily, of the toms of the inspection, with no Visible evidence of prior failure. The Department of Fubiic Health hereby approves the additions with the pxovisio n that it said. =4 be used far "10 said ocanpatioml therapy purpms with no 3x►wasse in the Wesent nutg*r of patients, very truly youras For the DIractor 8 t, Regional: Sanitsuy mean' 0outhoastern Health 8egion Leksevilie Hosp�itel t4kkevil7a O Massadnuset~ts 02346 D/Edw/RY ces Earnsteble DomM of Health 397 MOn 1ltrset his, wssaachuaetts Division of tidioal dare Bureau of Health Facilities Hoag 530 • 80 Boylston Street Bostou, Hessec ussatts Burw%bia County Health Department t *I ' M. jf RAY_ MILLMAN , JR .—P. O . BOX 104—PLYMOUTH MASS 02360 F TEL : (617) 746-6791 ''NOTE CHANGE OF ADDRESS* Zj72tS, ' OVEMBER 23, 1984 ` TOWN OF BARNSTABLE BOARD OF HEALTH 367 MAIN STREET-P.O. Box 534 HYANNIS , MA. 02601 ATT : MRRS. ROBERT L. CHILDS, CHRMN; J.M. KELLY; AND RON (?) : GENTLEMEN AND MS : REGARDING MY LETTER—REQUEST FOR THE ISSUANCE OF A "DISPOSAL WORKS INSTALLERS PERMIT" OF OCTOBER 29 AND YOUR SUBSEQUENT LETTER OF NOVEMBER 7, 1984, ADVIS.ING ME OF THE BOARD ' S AP— PROVAL AND ASKING ME TO COME INTO THE BOARD OF HEALTH ' S OF— FICE TO PICK—UP SAID PERMIT , I WISH TO BE PLACED ON RECORD AS FOLLOWS : WITHDRAW MY REQUEST FOR A PERMIT AND SEEK TO BE DISASSOC— IATED WITH ANY AND ALL WORK UNDER TITLE 5, STATE ENVIRONMEN— TAL CODE ON : HUD PROJECT No . 023-43114 FOR RENOVATIONS & ADDITIONS CENTERVILLE NURSING HOME CENTERVILLE , MASS. TOWN OF BARNSTABLE ) LOCATED AT THE CORNER OF ROUTE 28 AND RICHARDSON ROAD . I FURTHER SEEK A RELEASE FROM ANY AND ALL PRESENT AND FU— TURE LIABILITY OR RESPONSIBILITY , FOR NEGLIGENT AND IRRESPON— SIBLE ACTS ON THE PART OF OTHERS, AS PERTAINING TO THIS PRO— JECT . HAVING DEVOTED A LIFETIME TO ESTABLISHING A REPUTATION FOR QUALITY AND INTEGRITY , ENDEAVORING TO FULFILL CONTRACTUAL OBLIGATIONS TO THE BEST OF MY KNOWLEDGE AND ABILITY , I RE— FUSE TO PARTICIPATE IN OR CONDONE SUBSTANDARD WORK OR THE VIOLATION OF APPLICABLE CODES, RULES , AND REGULATIONS . MY IM— MEDIATE SUPERIOR , THE GENERAL MANAGER FOR NEW CONSTRUCTION OF ZVI CONSTRUCTION CO . , INC . , THE CONTRACTOR ON THIS PROJECT , REFUSED TO DISCUSS AREAS OF MY CONCERN WITH RESPECT TO CON— TRACT SPECIFICATION AND CODE VIOLATIONS, AND EXISTING AND/OR ti A POTENTIAL PROBLEMS. SOME OF THESE ARE MINOR , TECHNICAL VIOLA— TIONS, SOME ARE MAJOR VIOLATIONS, AND SOME PRESENT A REAL PO— TENTIAL PUBLIC HEALTH HAZARD . HIS POSITION CREATED A SITUATION IN WHICH i COULD NOT FUNCTION AND REMAIN FAITHFUL TO LONG ESTABLISHED PRINCIPLES-. THEREFORE , I REMOVED MYSELF FROM ACTUAL PARTICIPATION AT THE SITE UNTIL SUCH TIME THAT THE GENERAL MANAGER WOULD GRANT THE TIME TO LIS— TEN TO AND CONSIDER MY CONCERNS . I ADVISED HIM OF THIS BY HAND— WRITTEN NOTE ON NOVEMBER 5 AND ADVISED THE CORPORATE OFFICERS AND THE GENERAL MANAGER OF THIS SITUATION BY WAY OF LETTERS ON NOVEMBER 9, FORWARDED BY CERTIFIED MAIL AND REGULAR MAIL . I AL— LOWED THEM THE OPPORTUNITY OF RESPONDING AND ADDRESSING THESE ISSUES OF CONCERN , BUT FOR WHATEVER REASON THEY DID NOT ELECT TO RESPOND OR COMMUNICATE IN ANY WAY , BY TELEPHONE OR IN LETTER FORM . * M. RAY MILLMAN , JR . —P.O. Box 1069-PLYMOUTH MASS 02360 TEL : (617) 746-6791 *NOTE CHANGE OF ADDRESS* PAGE 2. BOARD OF HEALTH- BARNSTABLE=NOVEMBER;23,' '1984 REFERRING TO MY LETTER OF OCTOBER 29, 1984, .YOU WILL NOTE MY REFERRENCE TO THE DATE OF OCTOBER 23RD, ON WHICH DAY I TOOK THE WRITTEN EXAM FOR THE " INSTALLER ' S PERMIT" IN THE PRESENCE OF MR . KELLY AND RON IN YOUR OFFICE . I WISH TO REMIND MR . KELLY AND RON OF OUR CONVERSATION ON THAT DAY WITH RESPECT TO MY INQUIRY AND OUR SUBSEQUENT DIS- CUSSION OF TITLE 5 REQUIREMENTS FOR BUILDING SEWERS IN UN- SEWERED AREAS . (310 CMR: DEPOT OF ENVIRONMENTAL QUALITY EN- GINEERING ; SECTION 15.04:2) WE DISCUSSED THE REQUIREMENT CONCERNING THE ACCEPTABILITY OF SCHEDULE 40 PVC AND WHETHER OR NOT , ASTM D303 , SDR 35 PVC, WOULD BE ACCEPTABLE IN LIEU THEREOF . I EVEN NOTED THEIR ABILITY AS THE APPROVING AUTHOR- ITY TO . ACCEPT OTHER MATERIAL . THERE WAS A UNANIMOUS REPLY THAT NOTHING BUT PVC 40 IF PVC WAS TO BE USED WOULD BE AC- CEPTABLE . FOR THE BUILDING SEWER . IN THE ATTACHED LETTER TO THE PROJECT SITE/CIVIL ENGINEER , YOU WILL FIND FURTHER DETAILED REFERENCE TO THIS AND THE MANY OTHER AREAS OF MY CONCERN. I AM REQUESTING YOU TO EXAMINE THE ATTACHED LETTER AND ITS DETAILED CONTENTS CAREFULLY AND INITIATE SUCH FURTHER IN- VESTIGATION AND ACTION AS DEEMED NECESSARY AND APPLICABLE IN ORDER TO RESOLVE THE LEGITIMATE AREAS OF MY CONCERN IN THIS MATTER . I WOULD APPRECIATE BEING ADVISED OF WHATEVER FINDINGS OR DE- TERMINATIONS ARE MADE WITH RESPECT TO YOUR INVESTIGATION . -�!RESPECTFULLY SUBMITTED , RAY MILLMAN , JR MRM/MRM FOR YOUR REFERENCE : PVC PIPE - NOMINAL WALL THICKNESSES PVC SCHEDULE 40 PIPE ASTM D 3034, SDR 35 PVC GRAVITY SEWER PIPE NOM . DIAM . - NOM . WALL THICK. NOM . DIAM . - NOM . WALL THICK . 411. . 237 INCHES 41, . 120 INCHES 61, .280 INCHES 611 . 180 INCHES 81t . 322 INCHES 801 .240 INCHES TO ALL CONCERNED PARTIES : nU7Y0i_ll&Xy� THE ATTACHED ENCLOSED LETTERS AND STATEMENTS OF APPARENT VIOLATIONS OF LOCAL , STATE , AND FEDERAL CODES, RULES , AND REGULATIONS AS PERTAINING TO : HUD PROJECT No . 023-43114 (PROJECT MANUAL DATED : FOR SEPTEMBER 30, 1983--) RENOVATIONS & ADDITIONS CENTERVILLE NURSING HOME CENTERVILLE , MASS. TOWN OF BARNSTABLE) AND LOCATED AT THE CORNER OF STATE ROUTE 28 AND RICHARDSON RD . ARETO BE CONSIDERED A REQUEST FOR AN INDEPENDENT INVESTIGATION TO DETERMINE THE VALIDITY OF THE ALLEGATIONS CONTAINED THEREIN . THIS MATERIAL , TO ASSIST THEM IN THEIR INVESTIGATION , IS BEING MAILED OR HAND-DELIVERED TO THE APPROPRIATE , CONCERNED PARTIES AND AGENCIES LISTED AS FOLLOWS : OWNER : RICHARDSON ROAD ASSOCIATES MR . LUNDBERG) 690 BEACON STREET TEL : (617)267-7112 BOSTON , MA. 02215 ARCHITECTS : LARKIN , GLASSMAN , & PRAGER ASSOCIATES, INC . ATT : MR. LARRY SCHWARTZ 245 PLEASANT STREET (NEW ADDRESS ) . BROOKLINE , MA. 02146 .r. SITE/CIVIL ENGINEER : H. W. MOORE , INC . 112 SHAWMUT AVENUE TEL : (617)357-8145 BOSTON, MA. 02118 CONTRACTOR : ZVI CONSTRUCTION CO. , INC . 245 PLEASANT STREET TEL : (617)731-5599 BROOKLINE , MA. 02146 MR. ZVI (BOB )SWARZMAN , PRIES. AND MR . DAN MARCOTTE , GEN . MGR . 1 TOWN OF BARNSTABLE BOARD OF HEALTH ---� ROBERT L. CHILDS, CHRMN . 367 MAIN STREET (P.O. BOX 534) MR . KELLY-(OFFICE ) HYANNIS , . MA. 02601 (RON ?- INSPECTOR ) COMMONWEALTH OF MASS : -->DEP ' T OF ENVIRONMENTAL QUALITY ENGINEERING Div. OF LABOR AND INDUSTRIES EXEC . OFFICE OF COMMUNITIES & DEVELOPMENT INSPECTOR GENERAL — , U.S. GOVERNMENT : r---DEFT OF HUD—LABOR RELATIONS SPECIALIST DEFT OF LABOR OSHA - IODEP ' T OF PUBLIC HEALTH SUBMITTED BY : M. RAY MILLMAN , JR . - TEL : (617)746-6791 P.O. Box 1066 PLYMOUTH, MA. 02360 NOVEMBER 1984 CC : COPIES OF THE SPECIFIC ENCLOSURES/ATTACHMENTS HAVE BEEN FORWARD- ED TO THOSE LISTED ABOVE AND SO INDICATED BY THE SYMBOL "CV. * M. RAY MILLMAN , JR .—P. O. Box 106t—PLYMOUTH , MASS. 02360 TEL : (617) 746-6791 *NOTE CHANGE OF ADDRESS* NOVEMBER 23, 1984 H. W. MOORE , INC . 112 SHAWMUT AVENUE TEL : (617)357-8145 BOSTON , MA. 02118 SITE/CIVIL ENGINEER : RE : HUD PROJECT No . 023-43114 FOR .RENOVATIONS AND ADDITIONS CENTERVILLE NURSING HOME CENTERVILLE , MASS . TOWN OF BARNSTABLE ) GENTLEMEN : I AM SUBMITTING THE FOLLOWING DETAILED ACCOUNTING AND DOC— UMENTATION OF APPARENT VIOLATIONS OF THE CONTRACT DOCUMENTS AND OF LOCAL , STATE , AND FEDERAL CODES, RULES , AND REGULA— TIONS AT THE SUBJECT PROJECT . SOME OF THESE ARE MINOR , SOME ARE TECHNICAL , AND SOME PRESENT A REAL POTENTIAL PUBLIC HEALTH HAZARD . REQUEST YOU TO REVIEW THE ATTACHED LETTER TO THE TOWN OF BARNSTABLE ' s BOARD OF HEALTH IN CONNECTION WITH THIS LETTER AND ALSO TO REVIEW OTHER MATERIAL INCLUDED BUT DIRECTED TO THE ARCHITECTS, THE CONTRACTORS , AND THE OWNERS. AS A RESULT OF MY INABILITY TO HAVE THESE MATTERS OF CONCERN DISCUSSED OR RESOLVED BY THE GENERAL MANAGER AND OFFICIALS OF ZVI CONSTRUCTION CO . , INC . , I HAVE BEEN COMPELLED TO AP— PEAL TO ALL PARTIES INVOLVED AND PUBLIC AGENCIES THAT HAVE AN INTEREST IN THESE MATTERS TO CONDUCT THEIR OWN , INDEPEN— DENT INVESTIGATION AND SUBSEQUENT ACTION AS DEEMED APPROPRI— ATE . I ENCOURAGE YOUR COOPERATION IN THIS AS A CONCERNED PARTY IN A MOST RESPONSIBLE POSITION . MY SECOND DAY ON THIS PROJECT WAS TUESDAY, SEPT . 25, 1984. I WAS IN THE PROCESS OF FAMILIARIZNG MYSELF WITH THE CON— TRACT DOCUMENTS AND THEIR RELATIONSHIP TO WHAT HAD ALREADY BEEN CONSTRUCTED , THE WORK REMAINING , THE WORK TO BE COR— RECTED , AND THE STATE OF COMPLIANCE WITH SAID DOCUMENTS. MY METHOD OF APPROACH DICTATED THAT I REVIEW ALL AVAILABLE DA— TA TO DETERMINE IF THERE WERE HIDDEN OR OBSCURE PROBLEMS OR POTENTIAL PROBLEMS THAT MIGHT RESULT IN FUTURE LIABILITY OR MORE COSTLY CORRECTIVE MEASURES FOR THE CONTRACTOR AT A LATER DATE . (THESE EFFORTS WERE NOT WELCOMED. ) I FOUND MANY ITEMS WHICH WARRANTED FURTHER RESEARCH OR VERIFICATION , BUT THE MAIN ITEM ON THAT DAY WAS THE FACT , ACCORDING TO THE PLANS AND SPECIFICATIONS , THAT : TEST PIT AND PERCOLATION TEST No . 3 HAD BEEN TAKEN AT A LO— CATION THAT WAS OFF THE PREMISES ACCORDING TO THE PROJECT SITE PLAN . THE LOCATION SHOWN ON THE PROJECT SITE PLAN FOR TP #3 AND TP#4 IS IN THE DESIGNATED AREA FOR THE NEW LEACH TRENCH DISPOSAL SYSTEM . HOWEVER , IN REALITY , ACCORDING TO THE GEOTECHNICAL INVESTIGATION—PROFESSIONAL REPORT PREPARED BY R.F. GEISSER & ASSOCIATES , INC . , AND ITS INCLUDED HAPPEN— (1 ) HUD PROJECT No . 023-43114 CONTINUED FROM PAGE 1 . DIX A—LOCATION PLAN OF TEST PITS" AND 11APPENDIX C—PERCOLA— TION TESTS'l-4/15/83, THE LOCATION OF TP#3 WAS 400 FT . EAST OF THE NE CORNER OF THE EXISTING BUILDING , ON ANOTHER LOT AND NO WHERE NEAR THE SITE PLAN DESIGNATED LOCATION. ACCORDING TO DANA MARCOTTE , ZVI SUPER ON THE SITE , MASASCHI HAD QUESTIONED THE PERCOLATION ABILITY OF THE AREA DESIGNA— TED ON THE SITE PLAN AS THE LEACHING DISPOSAL AREA. DANA IN— DICATED THAT THEY HAD A PERCOLATION TEST PERFORMED IN THE DESIGNATED AREA AS A RESULT AND IT TESTED OUT SATISFACTORILY . DANA SAID SOMEONE FROM THE BOARD OF HEALTH. WAS PRESENT BUT HE COULD NOT PRODUCE ANY WRITTEN DOCUMENTATION TO VERIFY THIS. ON WEDNESDAY , SEPTEMBER 26, I BROUGHT THIS SUBJECT UP WITH GENERAL MANAGER OF ZVi , DAN MARCOTTE , AT HIS OFFICE IN BOS— TON . HE REFUSED TO DISCUSS ITS SAYING THAT HE DIDN ' T WANT TO HEAR ANYTHING ABOUT IT . I PRESSED THE POINT , ASKING FOR THE DISPOSAL WORKS CONSTRUCTION PERMIT IN ORDER TO DETERMINE WHETHER OR NOT IT WAS ACCURATE . HE REPLIED THAT WE DIDN ' T HAVE IT AND IT HAD NOTHING TO DO WITH US. TO MEN THIS WAS A VERY SHOCKING STATEMENT REFLECTING AN ATTITUDE THAT WAS IN— DEEDY VERY STRANGE TO ME . THE LATER TEST (PERCOLATION ) WAS SUPPOSED TO HAVE BEEN TAKEN AT THE OPEN , EXPOSED ELEVATION OF 38.00 TO 38.201 WHICH HAD BEEN LEVELLED , IN ERROR , BY MASASCHI ; FOR A DISPOSAL FIELD RATHER THAN DISPOSAL TRENCHES . IF THIS , IN FACT , WAS THE AC— TUAL CASE , THEN THE PERCOLATION TEST WAS WORTHLESS AND MEAN— INGLESS, AS A HOLE WOULD HAVE TO HAVE BEEN OPENED TO PERFORM THIS TEST . IN OPENING THE HOLE , THE 811 CLAY OR CLAYEY LAYER OF MATERIAL AT THAT ELEVATION WOULD HAVE BEEN PENETRATED , EX— POSING THE SATISFACTORY MATERIAL BELOW. THIS CLAY LAYER OCCURS JUST BELOW WHERE THE ORIGINAL TOPSOIL/SUBSOIL LAYER EXISTED , PRIOR TO STRIPPING. (DANA MARCOTTE HAS A PHOTOGRAPH OF THIS CLAY LAYER IN CROSS SECTION . ) AT VARIOUS TIMES IN OCTOBER , I HAD NOTICED CERTAIN AREAS OF THE GRAVELLED AREA BEHIND THE BUILDING WERE NOT DRAINING AF— TER HEAVY RAINS . IT WAS FURTHER NOTED THAT ON OCTOBER 24TH , WHEN THE PREVIOUSLY PARTIALLY OPENED PIT FOR THE 18,000 GAL . SEPTIC TANKI WHICH HAD BEEN LEFT COMPLETELY UNGUARDED FOR MANY MONTHS (A DEFINITE SAFETY HAZARD) , WAS BEING OPENED UP WIDER AND DEEPER , THAT A SECTION APPROXIMATELY 80 FT . LONG ADJACENT TO THIS HAD AN EXTENSIVE TOPSOIL/SUBSOIL AND ROOT CONDITION UNDERLYING GRAVEL WHICH HAD BEEN PREVIOUSLY PLACED OVER THE AREA IN QUESTION . AFTER THE RAIN OF THE PREVIOUS DAY, THERE WERE STREAMS OF WATER FLOWING OUT OF THIS FACE ALONG THE TOP OF CLAY LAYERS WITHIN 1 FT . AND 2 FT . OF THE SURFACE. I MENTIONED THIS TO DAN MARCOTTE ON OCTOBER 26TH IN HIS BOSTON OFFICE BUT HE DISMISSED IT WITH , 11THERE WAS SOMEONE ON THE SITE ALL THE TIME . THERE MAY BE A COUPLE OF SPOTS BUT NOTHING SUBSTANTIAL . " THESE WERE qLL VIOLATIONS OF THE SPEC I,FICAT IONS AND POTENTIAL PROBLEM AREAS BUT ANY D-ISCUSSION OF THE PROBLEM WAS REFUSED . WHEN ASPHALT STARTS, BREAKING UP LATER ON AND PERHAPS , PERCOLATION IS NOT UP TO EXPECTATIONS, THE OWNER MAY WONDER WHY . HAVE WE FULFILLED OUR OBLIGATIONS? EARLY ONE I ANTICIPATED GROUND WATER PROBLEMS RELATIVE TO (2) J HUD PROJECT No . 023-43114 CONTINUED FROM PAGE 2. THE INSTALLATION OF THE MAIN 18,000 GAL . SECTIONAL SEPTIC TANK AND THE PUMPING CHAMBER AS A RESULT OF REVIEWING THE TEST PIT DATA ON OTHER AREAS OF THE SITE. I SUGGESTED THAT A FORMED AND POURED—IN—PLACE TANK WOULD BE MORE COST EF— FECTIVE AND A BETTER JOB AT THE SAME TIME BUT THIS WAS RE— JECTED OUT OF HAND . IT WAS NOT TO BE EVEN CONSIDERED . WITH RESPECT TO THE TANKS ON THIS PROJECT , IT SHOULD BE NO— TED THAT NOT ONLY WERE THE DIMENSIONS OFTHE - TANKS ON THE SUBMITTED SHOP-DRAWINGS INCONSISTENT WITH THE CONTRACT PLANS BUT THAT THE ACTUAL SUPPLIED MATERIAL VARIED SUBSTANTIALLY FROM THE DIMENSIONS OF THE APPROVED SHOP—DRAWINGS. THIS IS A MINOR POINT WITH THE EXCEPTION THAT THE LARGE SECTIONAL TANK HAD AN APPROXIMATELY 1 " DIAMETER GASKET , CONTACT CE— MENTED TO THE CONCRETE FLANGES TO PROVIDE SEALING OF THE ADJACENT SECTIONS. THE SPECIFICATIONS, HOWEVER , CALLED FOR A PARTICULAR SEALING COMPOUND TO BE UTILIZED WHICH, BECAUSE OF THE GASKET , WAS NOT USED . MY OWN OPINION IS THAT WHERE THERE IS THE PRESENCE OF GROUND WATER IN CLOSE PROXIMITY , A SECTIONAL TANK SHOULD NOT BE USED AT ALL , ALTHOUGH THERE ARE MANY WAYS TO ASSURE THE INTEGRITY OF THE TANK . WITH RESPECT TO THE PUMPING CHAMBER , A BoYDCO UNIT WAS SPEC— IFIED . ( BOYDCO 103) I BELIEVE THIS SHOULD HAVE BEEN BOYDCO 103B4 WITH SLIDE RAILS. HOWEVER, THE UNIT APPROVED PROVIDED A TANK WITH A HOLE IN THE CENTER OF THE BOTTOM )WHICH HAD A 1 FT . SECTION ADDED ON TOP OF A 3 FT . DEEP SECTION CREATING AN ADDED SEAM AND HAVING TWO REINFORCING STRUTS OF CONCRETE , 51NCHES WIDE AND 241NCHES APART , CENTERED IN THE TANK. THE BOYDCO UNIT PROVIDED A HATCHWAY OF 301'x4811 WHICH THIS UNIT WAS ALSO TO PROVIDE EXCEPT THAT THE 241NCH DIMENSION BELOW THE 301NCH WIDE HATCHWAY PRECLUDES ITS USE . HERE AGAIN , WITH THE UNIT TO BE PLACED INTO THE GROUND WATER , THE TITLE 5 CODE CALLS FOR A ONE—PIECE SEAMLESS , WATERPROOF AND WATER— TIGHT UNIT . THIS HARDLY QUALIFIES , WITH A HOLE IN THE CEN— TER ' OF THE BOTTOM . CAN IT BE SEALED? CERTAINLY . HOW LONG WILL THE SEAL LAST? . IS THERE A POSSIBILITY OF GROUND . WATER CONTAMINATION? OTHER AREAS OF CONCERN TO ME WERE AND ARE : 1 ) THE POSSIBLE UNDERMINING OF THE BUILDING FOUNDA— TION WALL AND FOOTING, DURING INSTALLATION OF THE GREASE TRAP` 'WHICH HAS TO BE POSITIONED IN EXTREMELY TIGHT QUARTERS . THIS WAS CAUSED BY THE FACT THAT THE TANK SHOULD HAVE BEEN INSTALLED9 PREFERABLY , ALONG WITH THE FOOTINGS AND FOUNDA— TION BUT CERTAINLY PRIOR TO THE ELECTRICAL POWER DUCT BANK AND TRANSFORMER/GENERATOR PADS BEING INSTALLED . THE BOTTOM OF THE FOOTING IN THAT AREA IS ELEVATION 36.75' AND THE EL— EVATION OF THE BOTTOM OF THE GREASE TRAP .TANK SHOULD„ BE AT 33.65 BUT MUST BE RAISED TO 34.65 ' IN ORDER . TO CLEAR THE CONCRETE ENCASED POWER DUCT BANK WITH THE* EXIT INVERT OF THE GREASE TRAP . ' 2) THE SEWER MANHOLE IN THAT SA-ME GENERAL AREA THAT IS PICKING—UP THE GREASE TRAP EFFLUENT AND THE BUILDING SEWER SHOULD BE OF DROP—MANHOLE CONSTRUCTION AS THE DROP IN ELEVATION EXCEEDS 2-3 FT . WITH ACCEPTED PRACTICE DICTATING DROP CONSTRUCTION . THIS MANHOLE WAS INSTALLED WHEN I WAS NOT PRESENT ON THE SITE . (3) HUD PROJECT No . 023-43114 CONTINUED FROM PAGE 3. 3) CODE VIOLATIONS CONCERNING PIPING AND POTENTIAL GROUND WATER CONTAMINATION FROM THE MAIN SEPTIC TANK ARE DETAILED IN SEQUENCE BELOW : I WILL COMMENCE THIS SECTION BY STATING THAT THERE WAS NO PIPING INSTALLED WHILE I WAS PRESENT IN CONNECTION WITH EITHER THE SEWAGE DISPOSAL SYSTEM OR THE DRAINAGE SYSTEM . THE SEWER MANHOLE , REFERRED TO IN (2) PRECEDING , WAS IN— STALLED AND THE CAST IRON PIPE FROM THE BUILDING SANITARY EXTENDED WITH CAST IRON INTO THIS CHAMBER , ACCORDING TO THE MAN THAT ACTUALLY WORKED ON IT , WHILE I WAS ON ANOTHER JOB . THE UNDERBUILDING DRAINAGE ,LINE (811C. I . ) WAS EXTENDED WITH PVC(?) INTO A LEACHING CATCH BASIN , AGAIN WHILE I WAS NOT PRESENT . THE SAME PERSON WHO WAS SO PARTICULAR THAT THE WASHED STONE BROUGHT TO THE PROJECT BE "DOUBLE WASHED" , IN— STALLED A MAKE—SHIFT PIECE OF SHEET METAL AND RAGS RATHER THEN THE CORRECT ADAPTOR FOR THE TRANSITION FROM CAST IRON TO PVC, SO IT WAS REPORTED TO ME BY OTHERS PRESEN.T . THIS WAS THE EXTENT OF THE PIPING AT THE TIME ON NOV . 5, 1984, WHEN I REMOVED MYSELF FROM ACTIVE PARTICIPATION ON THE SITE AND WAITED FOR DISCUSSIONS TO ATTEMPT TO RESOLVE THE ISSUES TO BE DIRECTLY RELATED BELOW. I HAD BEEN TOLD BY THE GEN . MGR. THAT ASTM D3034 SDR 35 HAD BEEN ALL APPROVED FOR THE PROJECT AND THAT THE GEORGE CALD— WELL COMPANY IN STOUGHTON WAS THE SUPPLIER. ON OCTOBER 15, I CALLED THE CALDWELL CO . TO CHECK ON AVAILABILITY OF PIPE AND FITTINGS. IN DOING SO , i- REFERRED TO THE PIPE AS SCHED— ULE 4O PVC, (AS THIS IS WHAT WAS SPECIFIED : REFER TO SPECI — FICATION SECTION 02500 PART 2—PRODUCTS; 2. 1 THROUGH 2.4) WITH O—RING GASKET JOINTS. i WAS TOLD THAT PVC SCHEDULE 40 WAS NOT MADE WITH O—RING JOINTS BUT THAT SDR 35 HAD O—RING JOINTS. "WHAT DOES SDR MEAN?" THE REPLY WAS "SEWER AND DRAIN". I DEVOTED QUITE SOME TIME TO CHECKING AND RE—CHECKING ON THIS MATERIAL AND RELAYED THIS TO THE GENERAL MANAGER OF ZVI THE FOLLOWING DAY . HIS REACTION WAS THAT I WASTED TIME AS HE HAD ALREADY TOLD ME THAT THIS , ( SHOWING ME TWO SAMPLES) HAD ALREADY BEEN APPROVED . (SDR 35) - AT HOME IN MY OFFICE , I RESEARCHED SOME PIPING DATA AND FOUND THAT THERE WAS A LISTING FOR SDR CLASS 150 AND 200 PVC PRES— SURE PIPE . BACK TO CALDWELL WITH THIS AND I WAS FINALLY TOLD THAT SDR MEANT "STANDARD DIAMETER RATIO" AND NOT "SEWER AND DRAIN" . THE GEN . MGR . WANTED THE PIPE ON THE PROJECT , SO I ORDERED THE SDR 35 AS I WAS INSTRUCTED TO DO . HOWEVER , I WAS NOT SURE IN MY OWN MIND THAT THIS ACTUALLY MET THE SPECIFICA— TION AND MORE SPECIFICALLY THE STATE CODE (TITLE 5) . THERE—_ FORE , ON OCTOBER 23RD , AT THE TIME THAT I TOJOVA WRITTEN EX— AM FOR AN " INSTALLERS PERMIT" AT THE OFFICE OF THE BOARD OF HEALTH, I RAISED THE QUESTION OF THE REQUIREMENT OF THE CODE FOR PVC SC-HEDULE 40( IF PVC IS USED)AND WHETHER OR NOT , ASTM D3034, SDR 35 PVC WOULD BE ACCEPTABLE IN LIEU THEREOF . THE UNANIMOUS REPLY FROM BOTH MR . KELLY AND RON WERE TO THE EF— FECT THAT NOTHING BUT PVC SCHEDULE 40 WAS ACCEPTABLE . ON MY RETURN TO THE SITE , I CALLED DAN MARCOTTE ; THE GEN. MGR . OF ZVI AT HIS BOSTON OFFICE AND RELATED THIS INFORMATION TO -:%CHI:M . I QUOTE THE CONVERSATION , VERBATIM , FROM THE POINT THAT ADVISED HIM THAT ONLY PVC .SCHEDULE 40 WAS ACCEPTABLE. (4) HUD PROJECT No . 023-43114 CONTINUED FROM PAGE 4. DAN—"WHY ' D YOU DO THAT?"(MY THOUGHT WAS BECAUSE IT ' S PART OF MY RESPONISIBILITY)RAY-11THE STATE CODE CALLS FOR IT AND I WAS CLARIFYING IT " . DAN—"THE STATE HAS NOTHING TO DO WITH THIS PRO— JECT . THEY ' RE NOT COMING DOWN TO INSPECT IT " . (THE IMPLICATION BEING THAT IF THEY ' RE NOT INSPECTING IT , THEN WE DON ' T HAVE TO ABIDE BY THE LAWS) DAN—"THE SDR 35 IS ALL APPROVED. " (WHICH DOES NOT RELIEVE THE CONTRACTOR FROM THE OBLIGATION OF COMPLY— ING WITH THE APPLICABLE CODE STANDARDS)DAN-11THE ARCHITECT AND ENGINEER HAVE VAST POWERS OF APPROVAL" . RAY—"TO SAY THAT THE ARCHITECT AND ENGINEER HAVE THE POWER TO OVERRIDE THE STATE CODES IS A BUNCH OF NONSENSE" . DAN INSISTED THAT THEY DID HAVE SUCH POWER AND I REPLIED THAT I HEARD HIM BUT CERTAINLY DID NOT AGREE WITH HIM . DAN—"YOU DON ' T AGREE WITH MUCH OF ANYTHING , I "M BEGINNING TO FIND OUT" . SINCE THAT TIME , MY ATTEMPTS TO FURTHER DISCUSS IN A RATIONAL MANNER , POTENTIAL PROBLEMS AND MEANS OF ALLEVIATING THEM , MET WITH REFUSAL AND REBUFF ON THE PART OF THE GENERAL MANAGER OF Zvi , DAN MARCOTTE. AT THAT POINT , I WAS DETERMINED NOT TO ACTIVELY PARTICIPATE OR SUPPORT THE VIOLATION OF THE CODES BUT WOULD REFUSE . I WAS UN— SUCCESSFUL IN MY ATTEMPTS TO TALK WITH HIM FOR MORE THEN A FEW SECONDS FROM THAT TIME ON. I WAS FURTHER CONCERNED THAT THE SPECIFICATIONS WERE UPHELD IN THEIR REQUIREMENT FOR CAST IRON TEES AND A 5 FT . LENGTH OF C. I . PIPE AT EACH OF THE PRE—CAST STRUCTURES(AS SHOWN ON THE CON— TRACT PLANS. ) IT IS MY UNDERSTANDING THAT SINCE I HAVE NOT BEEN ON THE SITE FOR THE PAST TWO WEEKS THAT PIPE RUNS HAVE BEEN IN— STALLED. NO PVC SCHEDULE 40 PIPE WAS O.N THE SITE ON THE MORNING OF Nov. 5TH AND THE SUPPLIER GEORGE CAL.DWELL CO . HAD NOT SHIP— PED ANY TO THE SITE AS OF WEDNESDAY AFTERNOON , Nov . 21 , 19 TO AVOID THE NECESSITY OF EXCAVATING TO DETERMINE IF THE COR— RECT PIPE HAS ACTUALLY BEEN PUT IN PLACE , A SIMPLER METHOD TO USE WOULD BE TO REQUEST THE SHIPPING PAPERS AND INVOICES FOR THE PIPE . THESE ACTIONS ARE THE RESPONSIBILITY OF THE SAME PER— SON WHO WANTED EVERYTHING "OPEN AND ABOVE BOARD" . ASTOUNDING ! ON OCTOBER 26TH, I STOPPED AT THE BOSTON OFFICE FOR A FEW SEC— ONDS WITH THE GEN . MGR . , AND SUGGESTED THAT PERHAPS RAISING THE MAIN SEPTIC TANK 2 FT . IN ELEVATION TO PLACE IT ABOVE THE GROUND WATER WOULD BE VIABLE SOLUTION TO THE WATER PROBLEM THAT (NATURALLY ) WAS ENCOUNTERED IN EXCAVATING WIDER AND DEEP— ER ON OCTOBER 24TH IN PREPARATION FOR THE SETTING OF THE SEC— TIONAL TANK . I NOTED THAT TO COMPENSATE FOR THE LOSS IN VOLU— METRIC CAPACITY , AN ADDITIONAL FOUR SECTIONS WOULD BE REQUIR— ED . THE WATER ENCOUNTERED WAS AT ELEVATION 29.00 TO 29.5' ON THE 24TH. THIS WAS APPROXIMATE AS DIFFICULTY WAS HAD IN ESTAB— LISHING A GRADE AS A RESULT OF NOT HAVING ANY LADDERS TO GO DOWN INTO THIS 15 FT . PLUS DEEP EXCAVATION. I HAD TRIED TO OB— TAIN LADDERS BUT WAS UNSUCCESSFUL . OUTSIDE OF A SHORT EXTENSION LADDER , THE ONLY LADDERS AROUNDWERE TWO BROKEN JOB—MADE , MAKE SHIFT LADDERS THAT I WOULD NOT USE . THE BOTTOM OF THE TANK WAS SCHEDULED TO BE PLACED AT 26.75' ELEVATION . FINISHED GRADE IN THIS AREA WAS TO BE 41 .5' TO 42.001 . ON MONDAY, OCTOBER 29, I SHOT THE ELEVATION OF THE GROUND WAT— ER AND PLACED IT AT 28. 591 WHICH MEANT THAT THE TANK , IF IN— (5) HUD PROJECT N0 . 023-43114 CONTINUED FROM PAGE 5. STALLED AT THE SCHEDULED ELEVATION OF 26.75 ' ( TO ALLOW FOR MINIMUM PITCH FROM THE SEWER MANHOLE INVERT TO TANK INLET INVERT ) , WOULD BE 1 FT . 10 INCHES DOWN INTO THE GROUND WATER . AS OF THE NIGHT OF OCTOBER 30, DANA (SUPER ON JOB ) ADVISED ME THAT IT WAS ALRIGHT TO RAISE THE TANK 2 FT . TO CLEAR THE WATER . THE FOLLOWING MORNING , THIS WAS ALL CHANGED BACK TO A FLIMSY SHEATHING APPROACH TO ALLOW US TO PLACE A CON- CRETE PAD IN THE WATER UNDER THE TANK. I MIGHT ADD AT THIS POINT THAT THIS METHOD COST THOUSANDS OF DOLLARS MORE THEN IF WE HAD RAISED THE TANK AND ADDED SECTIONS. IT WAS OBVI- OUS , AT LEAST TO MEN THAT WE WERE BUYING TROUBLE AS THIS TANK' S TIGHTNESS AND INTEGRITY WAS NOT ASSURED . THIS ALSO MEANT THAT THE PUMPING CHAMBER WOULD BE SITTING IN GROUND WATER . THE CONCRETE PAD WAS FINALLY PLACED AT ELEVATION 26.71 ' . I WANTED NO PART OF THIS INSTALLATION. THE GENERAL MANAGER WOULD NOT DISCUSS MY CONCERNS. I WAS VERY FRUSTRATED AS A RESULT , FOR I COULD SEE THAT : THE TANK SECTIONS WOULD NOT BE WATER-TIGHT WITH THESE ROPE SHAPE GASKETS THAT HAD OPEN BUTT JOINTS OR OVERLAPPING ENDS WITH SPACES BETWEEN THEM . THERE WAS NO JOINT SEALING MATER- IAL AS PER SPECIFICATIONS . IT IS MY UNDERSTANDING , AS I WAS NOT THERE , THAT WHEN THE TANK SECTIONS WERE COMPLETELY PUT TOGETHER , IT FILLED WITH WATER TO THE OUTSIDE GROUND WATER LEVEL . SURPRISE ! THERE WERE MANY OPTIONS AVAILABLE BUT NOT CONSIDERED . AMONG THESE : HYDRAULIC CEMENT GROUTING (PRESS- URE ) ; MODIFIED POLYMER CONCRETE ; EPDXY MODIFIED COMPOUNDS AND ELASTOMERS ; OVERALL EPDXY COATING ( INSIDE ) AND OTHERS. IT IS MY FURTHER UNDERSTANDING THAT CONCRETE WAS POURED IN- SIDE THE TANK IN AN ATTEMPT TO SEAL OUT THE GROUND WATER , BUT THAT THIS WAS NOT SUCCESSFUL . IT HAS BEEN REPORTED TO ME THAT SOME BLOCK (CONCRETE-?) ARRANGEMENT HAS BEEN PLACED INSIDE THE TANK BELOW THE MANHOLES TO GIVE THE IM- PRESSION THAT THERE IS NO WATER OR VERY LITTLE IN THE TANK . ( IF ONE STICKS THE TANK , THE STICK WILL HIT BOTTOM ON THE BLOCK , GIVING A FALSE READING. ) HOWEVER , EVEN IF THE TANK IS TIGHT AT THE BOTTOM , THIS IS NO ASSURANCE THAT IT IS WATER-TIGHT A LITTLE FURTHER UPS A SHORT DISTANCE ABOVE THE GROUND WATER BUT CERTAINLY CLOSE ENOUGH TO CONTAMINATE IT . IT IS MY FURTHER UNDERSTANDING, THAT YOU OR YOUR REPRESENTA- TIVE MUST BE THERE DURING CONSTRUCTION IN ORDER TO BE ABLE TO CERTIFY TO THE BOARD OF HEALTH THAT CONSTRUCTION MEETS ALL STANDARDS AND REQUIREMENTS. IN CLOSING , I REPEAT WHAT I STATED EARLIER AND THAT IS THAT I WOULD NOT USE OR NOT ALLOW THE U.SE OF SECTIONAL TANKS IN CLOSE PROXIMITY TO THE WATER TABLE. THIS PRESENTSA REAL PUBLIC HEALTH HAZARD . THE ENSURED INTEGRITY OF THIS PARTIC- ULAR TANK MUST BE TOP PRIORITY. NEXT , THE PUMP CHAMBER. I WOULD APPRECIATE BEING ADVISED OF WHATEVER FINDINGS OR DETERMINATIONS ARE MADE WITH RESPECT TO YOUR INVESTIGATION. (6) �R EE(iSPECTF LY SUBMITTED , M. RAY MILLMAN � RJR . CHARLES D. SPOHR, PE CONSULTING ENGINEER TEL. 548-0623 REG. PROFESSIONAL ENGINEER 45 FELLS ROAD MASS. No. 7468 FALMOUTH, MASS. 02540 R I. No. 2I46 ASHRAE 27 March 1975 Mr. John Kelly Hyannis Board of Health Hyannis Town Hall Hyannis, Mass. 02601 Res SE 74-364. Alterations to Existing Sewage Disposal System. Centerville Nursing Home Inc. 22 Richardson Rd. Centerville, Mass. Dear Mr, Kellys 1G I have supervised the alterations to the existing sewage disposal system at the Centerville Nursing Home and certify the alterations have been completed as shown on dwg. #26114, approved by the M.D.P.H. on 12/17/74. Very truly yours, CA,46� �.. Charles D. Spohr, P.E. r CDSsms ;•, ccs Mr. Fred DeFeo, P.E. r. Southeastern Health Region Lakeville Hospital Middleboro, Mass. 02346 Miss Kent Centerville Nursing Home Inc. 22 Richardson Rd. Centerville, Mass. 02632 A RE A PLA DETAILS OF 2000 GAL. PRECAST TYPICAL DETAIL OF PRECAST DESIGN DATA N CONC, SEPTIC TANK - NOT H -20 DESIGN LEACHING ' PIT H -20 DESIGN F- (� � C:A L. C •.� I _. 1 0 O TWO D D IvI T. L A U U P R Y MACH 1 1-.I C 'S ^� TROY L,A U t-I f7 R.i T � , W p /4MGTCK wx Z 'F WAZHGR-•, CXTRACTOP - 38 AL-- H. W. ^ d ,•.� O JCAL 1"= ' n/ 1 QCQp• r... t R ✓'�t� 1 2 C'jAL. C. W. PER. CYCLC CY'CLe TI ME (2 4 IvtINU+r-3 , 0 J Z TWO 1,AACHt ► F-'5 8/HVL5. EACHIP7AY - 800 Cr. P. P- � d 24'�c.r. titA�.-t N o�C covC.R. 12 OQ. 1unPECTION } >`RAMC N OE.r- vETAIL Y ,3 JEpTIG TA► t1C 2 00 ,/o ( rlQ -r -5ETTLL- ME' ►JT a I C OO AL5.- U Q %'L .�-Tr-r-L v <oP7•S 12 " MAuH01-es a-nE �TPP 2000 qAL/ P�2CCA5T COWCR.CTE SLPTIC TAu1L- . ' o. G. E�• W_ R A cR AvrC ' ORCv o ®QIUr Co Ear(RAD O pI.OPO5AL- MGTHOP' : N LE.ACH [W PITFc GRASS I ONCRETE - - - - - _ _ - 1 LEACHIW PITS- A . GfALS ./�. r- i / �'^ I 4 EFFECTIVE. C71A• = I C �(20I . pC ,�. �'. IIJ BOTTOM 1 EFFECTIVE PEP-rH 8 '- G " O. 2 7 �•�r FT. }7I~PTH AePLAc � ExI �T 4 SIT. I +--->---r-- t ( J� _ / ! ( i 4' wL-ET TOTAL LEACHIQq ARt= A I PIT G2 �F. e r-ibex. PIPIT wi-rH -4 " ! AREA I FA E,D, ( � I I LI►JE(CA�-r � � C. =- PIPE TO O_Tu,_, . CST i - 1 ,x/ 1`RQ1./I P�UiLD'IN 4 14 '. _ URCIER. „ - - - /2. I I PAVE-t> - _ - } To E. ALL I E kC.' E - ` - - , . - - - - - - -- ou w v- F��C OF `ArL=A P -ANV AEG! a AR v ? I _ __ _ ► -;~ 0 Ll 7 L-E T . T7 u n T IQ P t_A C � T 2 VIA. MA" HOLEZ I • , . SCOPE OF WORK �¢ "PORC>;P' I y a OPE►tl►1GrJ W�� ' ' CM4� -5HGV •3'Tts"C ALL MAlu FgLol�l S I I I I 1 I I I i II • DUTc1;z pl 4• c+ b ARouuCT FC)=� OF LALII�TiaY �i 3'x 4 �� �!'f=L M. rl [9 I 1 , 1e t'IA4 I►.101P 1 `� iRo1.1r I-L- Amp �I✓A D H 1 1.1 ' C o V!<11, �� R,A P'C.' O R E t•,�t o V E. E X 15 T 11.J G l7 R.Y WE L L P I T- � (/ I I I - �- -t ( o 0 0 l Du3T 1u �LAcC r I KAACHIUM5 -L- O2 uCw 4- " C. T- E: FFLUr- Q-r L11Jr-' FROM I_X15`T. D - - - t-- - - - ,� I _ C- =. L-Iur: 0UT5117C e5L►7Gr• WALL TO LIEW �)rPTIC. 1. I ooac a D 5 , o � 0 O IuSTAt--L ►JLW SEPTIC T,A►.11� 7 171�TG�I �iUTIO�J BOX EK137. IuV. I , I LX15-r 2o00 Ci>L. � ~ C S �P1� . o ! Oa 1 � ( p 1 1 a I R.EMOVC AL► A►.1D LEACHILIG PIT ALL A5 t7ETAI LMP-- CI..EV. r.�F' 4' , � I I PR-!`CA.�-r Co►.Ic i='r'e_ - i I DI T. FIDCR- SEPTIC TAuI•CS I _____ ____ Ll►JStJITADLI. NIATGFlIAL LILI� 2 0,, .� } I lbE-WCATH ..,IC IIJv- Y 1c'- G ". _ C „ I rr, LLEV. FOi - A 2 O REPLAC>1 ALL (7AIv1AGICC� OR t7ISTUR®EP CTRA�S �CLOW GlRAPG '\ Jr 4 C. _ . J� 4 - of ---- C �- 6 ~ 171A; 4' - J „ RAt71U � � i�>=PL.f�GC ,fir-)✓PF[T At�.CA � 1 I I>-_►Lr._T WITH CLA FRCC - - � _1s A�,v- o cL R A C L / P• / PRovl Vr- HAWgE.Q- rr-ROM BOTTOM O1� ICE- O EFFECTIVC PIA • ROOF ,SLAP TO SUPPORT IWLCT L I LI M= PLAN OF TOP V wax I 1 1 8 ,�1,5 C 01.1 C iS C T l� TRAP Nero PICAL LEACHING PIT NOTES • Y ��...r , ,� t • T.H. I I r COI, c I i. Gou G. To �C 4 0 0 0 P. -5 I . 2 a PAY � L_ _J BuILT- uP »RIctG �IEWv r-ACHiAJ,:; P,T, EFFC^TIVC` - MORTAR COUR�Eg Z, STEEL to EI"FJ - Pr-T-a. A.1. T. M. �PEC3 GENERAL NOTES VIA- IC ', er�F �Ylvr � r._s� rli �4 `(t> (3L>. .:�P_::_ co ReQt7 TO HtZ1N r-- � Ex1OT. po�I+1C� cov�as TQ G�RAd 3 • REI►.1F . W/ Cd x G �C CqA . W. W M . pt_TAI� "' TH ' "> -_"Ht- ) I I TAWK WITH ALT, C•I - IVIA►.1HOLC COVERSU:!) cf) d I-Q-AMIC� �•�IEC pt=TAIL ( i1 TxIa7. AP.t. of r-tF- w C7I .5P0,5AL .5Y� TEM5 15 1.. F-V,/ F°:1l CAST CafJCRCTO^ I I � \.J 1715rQ-:r-5uT10Lj M>0Y4 .5cr., 1 I �-- FIN. L1r /CL t 2 .. PETAtL5 THI_'.5 .3Ht: T GRASS LE A RE A W [� CTRA17L'' - O2 TowtJ WATECz. PRfT seuTL.Y AT TH t* SITE wtTH �.< -�- C -7 Z Q0 K1Jowh.+ VVELL.5 1u THE IM1✓ CViATE V1CI ►JITY. - -- 4- __-.�. --• O PITCH ALL L t u E S A M 11`.I. O F %/ (�'T- U t`1 L C 5 5 .�HovVu O'PHERWI,5C. 1_l�:W P R E C A�T 2 0 0 C7 CT AL-_ O -- _ CO�ICR.GTC: _5EG'TIC TAI•!h'. • - - - - - - - - - - - - - - --- `, --_-- 5 G d�TA I L. 5 T•N I _3 .�H C'E? r I [1 - • -.�.r 9M--. �...- {ZEMOVE AWY uUSUITAbLG NAATE�,tAL J''�I~ ►-.lEATH R-t- ✓AovIt I_x1 'ST. trr�.r,wCt L t' t I Q Iu��? Llquld LCVEL -\N OUTLCT E ►tV ELE �. OF TN [: LCArH1t.lG p} T FOR A s - - - - �- "� TO 171 T H PDX �APIun o►r 2ri AUK RCPLAcr' WITH CLAY- FR,E� �F, t • . . I I \.J 1 p � � I 0 to lam.// �X I ST IN CT �LI>�i SuL� "`AGC - `N of C.T. PIPE.; ` I .PI "5PO5AL_ FIC- Lr75 ' .. • V .r ,. I I I ... ._. � it • � .. 4r3 n G O = 2 880 �. 1`'. � � Q d i , - Z TES 3 I ( Lij -77 i g Y + _ LEGEND d I SECTION d I A- " C.I.. FIFF`LuE.I�T (T-Q-0V 5L7Ct. TO .SEPTIC TAuw- CIL. NOTES . I 4 �1T. FIBER.. oR. PvC P1 PE *� 1 7AUV- -5HAI-i- COMPLY Wlu 3 PLI®LI C HEALTH O T. H . � 1 TC 3T HOLe 'AI- T F �PCCti 2. TA►aW- SHALL Pa' E ;Zr-IV-Jre. THR.u- OUT WI WCLf71!'7 }-• F>• LI-ACHING PtT # i -'*EEL wla.0 ME-5H W/ No- Al- ( %z '' 1 CatPor_i7'C7rv:- �Tt=LL P-0D',5 IZ� 0- C. D0TH �n/AY5 1i-J TOP FOTTOM , -� PITCH 170WW Y$/S`T IU ViP-ECTIo .I .�HOWm -5 , Priovly-C' 2 MI► - COLSC. COUC'R, O\/L'R, ALL -5TEF- L . �'-'----1 S N A i7 E p' ,c1 R C A •v 3 Z ki 1 C JC T`r P 5. T- i T. _ I GOI.ICRCTt= C 1 T o G G G T G C-i U ?� .. ., ------1r-COUCFire TYPICAL CeA"p uP - - - 1 O TH.'2 •: . TEST HOLE DATA - f aerrNr� O B T A I N E D : 2 G u o v. T 4- M tom-• ,7 e Iia o m mf u -t 5 I�t. D P, r, . � WITNESSED:..,��.,.,. �.. R'• 1 �. � It W VEZ) . .. _... .__a , _ PERCOLATION RATE 2 "A1N 11.1CH �/1.10 WATEu _ RUnT OFL LCP C- i #- mass. Del:artmOI�t of I?�Ihllc Health - T H • I T. H . 2 Division of Environmental. Health 11 !! �_ � O 1 O K f� F Date-.L�-i7../7 - e LoA►.it �r FILL LOAM � � - 5. /�' 7�` bullT- uP 6RICtL 24 30 24 'SQ C-Z. MAUHOLC COVER. � MOrLTAR COL1R•3E5 „ Oial(R. T• = /� 4 F ca-A NA C A T q R.A v 1= C L, # A.S ice-C Cl tr. T O iD Q-I L.1 2 4 �,.� a S , S , c L E A IJ ��f t �@�.l �r k1 Lc DARON .52Z4 WT. = I co 2 Covr-VL TO 1;Qi AVC 40 G O AiZ3 y� �1 r m 0 A 2 O C0ARSC- -5AQP :emeq 2 2�L-_ 3 A u:+- L AY f_ R 5 r- - -- cIuLCT 28 'i2 L AY ER5 . t I fI GIRAV �6_ «•�EVISION p'ATC t>C�CR-IPTIOt�i 0 d 1 �r ; _ � I -O 'N I O I i N g(p t ALTERATIONS TO EXISTING L_1�_ _ - - _ - I DETAIL_ OF C'I . MANHOLE FRAME 9c I : . L:� SEWAGE DISPOSAL SYSTEM L E V G L. AND ..r..rr _..rr.rr..- r+i■ .r.r.rr.� _ COVER FOR TANK LEACHING PIT NOTE I ,. 4"ou-r L r-T(L C V E L N , " �,._ ...___ _____..._,...`.. _�. C E N T E R V I L L E NURSING HOME I NC, FOR ( {,.�►J4�TI� I+oR 3/♦ -i 2 ,5T0wt: DAJC 6 THK.. EXACT P0.3IT1 U Or ><xTEuv "EA• �11>C 0 l5ox 1.in CALL 3 R t<L�iy COVER- I-k1 PAVrt;/T7 AFi:-EA THE Rt✓� ISTEpCP EIJ�INCLrR. WHo=' STAMP /�.PPEARO 22 RICHARDSON ROAD CENTERVILLE N MASS• OUTI-r-'T AGZCAPLAN �TU �tE LEt)ARON >M"LCZ44 OW, 'rHE3E 17RAWIN4 „5 SHALL �C R.E �POuSIeyL� FOR /' THC' .SuPGR'VI�ION A►JP CLR.TIIrICAT10►.i CIF CONJTRuCTlOh1 .` IRAS.,IC PLAN SIDE VIEW END VIEW lu 5'TRr► C-r ACc� dAr-tc� WI'rH THc_,5 � F'LAu � wH � w � OWNER APPF20VE.D Q"r' 'THC t�IA5t. TAT= G'E,F'T, On F'uP..>LIC HEALTH � Clarks a " C'hnrlu 14 DOCTOR FINK SPQFiR �J � DETAIL OF CONC , DISTRIBUTION BOX ,�� c1ST£p� � dESIQ►4r-V' C. v .517"OHR- 7A-CC : zc �,44,v• /,74 l7R.AWIN 0 >v .S c A L >✓ ti' R E ca v. 26114 I -----! b"AhW1.i ; S. L*� -�CAI.G: A'S �NOW►.1 M . D,P H . JOB N0. SE-74 -3� 4 CHECIG• r7 : G , .s . .-nHt~ CT -. 0r- '• Z + V i N 84'56'21' E W t 2 (IYP.) LEACHING TRENCH LATERAL INVERT ELEV: = 39.3t - y LEACHING TRENCH BOTTOM ELEV. = 37.3t w cn ., 4 100, (TYP-) EXISTING CB � Cb SEWER C.O. MANHOLE A J '1 SFM O + • / N G.V. a 10' EXISTING 16' DIAMETER BUILDING SEWER 40.4 w �, k- LEACHING PIT EXISTING 6 C.I. ti ,_.�►' (t'(P.) ; { ,� �S� ( ) INV. EL.=37.2t ►+. ;, . ' ,i EXISTING CB PUMP y CONTROL -� PANEL LEGEND �, Na 11 Al ' O EXISTthG ,4" ° u) r r EXISTING SEWER' MANHOLE o FLOOR AIN SVP ~10 EXISTING STORM DRAIN MANHOLE �� 112" .SD .. . _ EXISTING CATCH BASIN BUIIDiNG SEWER N0.3 (SEE1 ...OTE �,) . . ._ `\�, ,_:-. SEWER VENT EXISTING 6" C.I. RIM EL.=42.25 'o - INV. EL.=35.7t ��� 6" PVC INV. (OUT) ; SFM SEWER VENT, PIPE S SEWER FORCE MAIN RIM EL.=42.21 BUILDING SEWER N0.2 r' RAMP ' PVC INV, (IIN)=33.87 {F SEWER GATE VALVE , EXISTING 4" C.I. .���'� `� �'-,. EXISTING CB." , SEWER CLEAN OUT i'"` NV. EL.=42.1t SD SMHI F r RIM EL.=42.,64 PVC INV. (IN)=34.:84 7.:. 5B "8"S 8 PVC INV. (OUT)=34.55 -1 ti sw aN 0 - 25-18'45" S86'30'25"W 76.93' o S ar d VALVE CHAMBER r . I R = 465.32' � • 6S SMH E 6 HATCH EL.=42.38 j�, L - 205Z7 _. 2 RIM EL.=42.54 - 4 PVC INV. IN =32. 9 /... 8" PVC INV. IN =35.12: 4" PVC {NV." ( ) (OUT)=32.39wNfp� �CENTERVILLE PLACE 6 ,PVC INV. (BUILDING)=35.14 ; 8" PVC,INV. (OUT)=34.95 ti HAji:H EL:=42.34 ►-� 22 RICHARDSON ROAD .. " MAIN FLOOR �� 2-4 PVC INV. (OUT)=32.39 ' EXISTING GREASE TRAP ' PUMP 'CHAMBER ELEVATION = 48.04' (RETAINED FROM .. BM ORIGINAL SYSTEM) _... RIM EL.=42.58 BASEMENT cn; O (SEE DESCRIPTION x 4 INV. (IN)-41.88 /r FLOOR w' - 6" PVC INV. (iN)=32.99 ,. �+ THIS SHEET) + ,� 6" INV. (OUT)=41.78 �. ELEVATION a�. SMH D 38.34' RIM EL.=43.39 RIM SEPTIC TANK "B" i EL-42.25 19,000 GALLON CAPACITY 6* PVC INV. (IN)=35.47 6' PVC INV. 67 PVC INV. (BUILDING)=35.47 SEPTIC TANK "A" (OUT)=33.66 / 8 PVC INV. (OUT)=35.39 19.000 GALLON RIM EL.=42.25 I Q CAPACITY 6" PVC INV. (IN:)-33.54 :> r z SMH C J RIM EL.=44.18".:, 00' 6 r PVC INV. (IN)=38.47 ���. 8" PVC INV,,,(OUT)=.3$,38 5 0 � 6 U fir MH q RIM EL. 4 7 0 i�'; R 6 T SUBSURFACE SEWAGE DISPOSAL � ` i CERTIFY THAT THE SUBSU CE E 4 PVC INV. (IN)=41.30 U SYSTEM SHOWN HAS BEEN INSTALLED. IN :SUBSTANTIAL RIM EL.=45.78 � CONFORMANCE TO THE APPROVED ISOS DESIGN PLANS 5 PVC INV. (ouT)=41.20 6' PVC INV. IN)=40.48 W W _ENTITLED "CENTERVILLE PLACE ASSISTED LIVING, SHEETS R� BUILDING SEWER No.1 s" PVC INV. (oUT)=4o.40 Z (/')Li1 -8 PREPARED BY TEAM ENGINEERING, INC. REVISED EXISTING 4" C.I. - H D THROUGH 10/3/97''• INV. EL.=45.5t '� Q Coto 0 OF KEVIN P. G N co N 'd (n KLEIN 0W '< U BrYo.378NTAI NOTES: Q Q No.37808 J_J ST E '� a" ,o fCI JE� �t. J NAl t. ELEVATIONS ARE 6 N ) BASED 0 N.G.V.D. OF 1929. W > . U)L� J 100'13 55 2.) EXISTING .CONDITIONS. HAVE BEEN 6I3TAINED FROM A FIELD SURVEY < Q J W - CONDUCTED BY EARTH TECH AS WELL AS RECORD FIELD DATA R 20.95' M > LLJ REGISTERED PROFESSIONAL ENGINEER DATE ! L = 36.65' OBTAINED BETWEEN 11/21/97 AND'07/06/98 DURING CONSTRUCTION = : OF THE SEWAGE DISPOSAL SYSTEM. W' U W .w 3.) THIS PLAN HAS BEEN 'PREPARED A,; A RECORD PLAN OF THE SUBSURFACE J � LL t S86'30'25"W SEWAGE DISPOSAL SYSTEM CONSTRICTED ON THIS SITE FOR PURPOSES " W .r j 212.63' BOARD OF ` OF HEAQUEST FOR A CERTFICATE OF COMPLIANCE WITH THEH. m Q , 4. THIS CERTIFICATION DOES IMPLY C i) MPLIANCE WITH THE NATIONAL ELECTRIC WIDE STATE I-�WY. CODE WITH RESPECT TO THE INSTIUMENTATION AND OPERATIONAL WIRING ROUTE 28 (80' OF THE PUMP CONTROL PANEL AN) POWER CIRCUITS. o�slo�n I�r owe saw.e 5.) THE OUTER EDGE OF AN EXISTING jSU BSURFACE LEACHING PIT SERVICING AN EXISTING -4 FLOOR DRAIN AND RAIP AREA IS WITHIN 19 FEET OF THE CRUM IN cowma to GRAPHIC SCALE OUTER EDGE OF THE SEWAGE DISPOSAL FIELD. DAM./LF.M. zs Cn BENCH MARK 30 0 15 30 ,� C"m m BY WE R.w.A bc-i,M. 077a/" CHISLED CORNER OF LOADING DOCK (WEST SIDE OF N BUILDING) ELEVATION = 47.93 (N.G.V.D.) ( IN FEET ) I inch _30 f1" 0. Ln Cv ,. FUMVM- 2MV- and SHEET 1 OF 1 I Al 1-10 qc�' -- - AMW4u ' 1 `J C1lL_ Z ell, 40 ' A a,� ''t 40 \ _ y �W` 1 40 cot IN, 40A \n +1 1 +3 110 etAlk L� f lK f, t - �— { 1 �'f fit-+� - I-i-• ig� - — vt1G+i.1�, r r Gtf�E +J��vt'`. c.1 — PP I NCB a `X \ \7 /7' ' S. wAL Y1 ALTERATIONS A PITIOW5 TO 22 RICHARD50N RP. � / ARCHITECT C�N_T�_.R_>✓���.�. UuRSING t�or�+E __ {r_ MA. � N 1 r4 % r �► ENGINEERS SITE PLAhl -' - -�vrti N. K. F T�C� E R A L(_ .l�. - �_--- HK EIATt�.... • .. �1i.Vi�t,J', D4VC, 4 ' ---'�� A ND A s S a C I A T ES y �`' ;' ,. I \ r ' �—/ - t ANN I!'CI STR E F-7 i p i T oc EwTW�, tVfA�S. G� 15e 1 I" �}U � ( j NOTES 1 , UTILITIES SHOWN A- APPROXIMATE LOCATION, CONTRACTOR TO NOTIFY UTILITY COMPANIES FOR FIELD LAYOUT OF SUBSURFACE LINES, CK L, ALL WATER INSTALLATIONS TO BE SUPERVISED BY AN INSPECTOR FROM THE CENTERVILLE-O,TERVILLE WATER DEPARTMENT, n j, -ALL SEWER LINES SHALL BE SCHEDuL,F- 40, AND STRUCTURE: SHALL. BE FOR H-20 LOADING, WHEN UNDER PAVEMENT, IL low 4, LAUNDRY EFFLUENT -0 BE PIPED DIRECTLY INTO TWO +�s L•C•6• CLEACHING LEANING � PITS, WI ACCESS MANHOLES FOR PERIODIC � � 6"sow ' .. .. i - RA P .rr Q6.a 4?5 TP�2 � `U 7R. wl IA LO wA�.ONo.19315 A3t `* M 24R=4 0 ` 241 1 -18 CONNECT M EXIST I =43.56 , 8" YIIATER It D. I 32.20 .I. p PRDP 6 IVIPP4E R=47.0 � R=416- 7R=4/.O � R=4n20 PROP H YD. I=44.D0 :q z lN!! I=39.OG7-- -I=33.0� M416E &ER CC V TUR/ON 371AA1 -- - ri r PROP. al X 6 WAT - �5%'�_OPuV h'/GfIT> p°► �_¢ .0 0 Fs�P p SEPTIC T.�INfC /F'OTDNDO ST 8X/O=/8 0,+�' EGk//1! �I NCf/Oh'/Nth T _�' ¢/ ' PUMP CHAMBER 'PROPR. MUEtLt'R�� .; �Q• �'� ti. 1'=3¢DO -'�,�"Y.. h � G,4TE y,4 EF VLc DPE V LT 46 J R=4?O 4 / act 3 9 44= 00 I - - - a 41x5 ?5 ' f ZARD 5 llpY . .� i m P: F EL L. 4 8.O I !/ GREASE TRAP 39.6 0 s (ROTONDO ST 5/ x/4- Q� OR EQUI YJ /r -6 x 6" COWC. Tf4N,S- �y lcOR/t�lEiP P.40 ,' -/ / ' J✓JJ � ; a LAUNDRY DlSCH.4RGE CONC. DUriilP STEW R-4 . ,. + r \.VF74- L 641,4RDR,41L r",.• '01, ' SEE DETAIL SyT C-p SEPTIC EACf,I/NG ` TANK ., •gip i � ,� .. t .,,.. " W .. ,. "`' -' , .. - - ---- - ---- _ GP O ,� J /ver itr d�asiAM/iutCuvc�s- rmv a „ - ujc Tk r�W : ge,4"?, cry44t , r ' -- - ,Mt i W p ? Q• �u - 0 l 'WI - 4 •• V ! l,j 46 i Air nM \ Cw l..I.� £ ,: •'' f ." -_• _..._—_.__.. ____.._.. - -......-- ... -._--..._. -.__ _____ ._ _._......_ _ _ t-__ � Wes,' 4..r- • C �Y LJ �� hi.• - tA'yr. µ....,,•a..,r..yr,:-«.ww JGw.^..sfvt�.,....•..:Hw+wr 'Ip•J.:.,. .IjV r^"wt' . —fi of +. WSJ ,.. .:.' t . 1 •* , •... I : i k r' _ ✓.4CkE0 SG.EEI/E TO BE BORED C1A1,06''R RT28 III c PROP. /O X A T. S. iLIUELL ESP - ---� s - G7 t7 V C!r OPEN C EFr> REVERSE T,4P EXIST - , /0 lN.4TER ., ran i' j t h v r .,;. . .:ay�1.._<.. ,,.,"... „•. .,.s_w,.-a..--a" aw..s .T ,.....-.n✓ - ririwrr' '•Z�, w.•,.e,-.. . '.,.t•.. '.�'.......r .s•>. rw. .- 6" - (G Tya Connection SECTION A -A for ,4.c Ape __- Frame and Gra te or Cover P/-ecast Concrete W LOGO Riser Sec t/on - - - o. \ PERFORATED PVC -Cover Desned ' C 24 `/" 6�,,, /nosy b• vsr s'Min. a ` cc u ;• for N-20 Loading p 6t" 't�.n `� U'""9 f'vr Gr,�l+ e ,4dirslsr3=., , / a � A to.bt SW10 HANDICAP PARKING ( H P In v Ele ---- M�traF% /40 Fdhr/c 4� fu//B,ed cat'/lrtar',�.- 3"Min.� _ '03 Bar —_ � GOD o -- - See Plon TYP Co/7/ICCf%M a..r V F- _ Around Enure Top -- - S.wmr �/vrrrt Git�//s R S Min n. ' t'or E!C. i°� e Z ° o c c o , fo Q W m /z" o,F Crushed Storms - - v8 " , / " 'e.- /if Min. ►I Ia *04 OF FEET OR ..-.. .___. _ • S _Mortar A// ✓Dints wT[ ►AERiRcaETwf C •• 0 O�oen/ngs w/3n O PLAN F— CAMt[R III[ Apo aRiCF�--, A I � y � � ' O Ou/rr D/o. /�/�" O 0 II I/ /� '�7 O P `,', � 3 II////. H I IV N CAsn,a PIPE • �/ ,� �4 t0 / t WO!/I�d ` Wei ijp/� 8 2-O 8 CA11111[R /1" i r nsIde 0/a. ..a.-- _ ., 0 i I.D• Sha.' M./�! Fierce fy'Cover I ll o 0 0 0 Crushed Sfone v// C h Cop tv b f'r t�s�` _ .. j.. Q H t0 0 0 0 0 0 0 ' d oround Free of Irons 0 jn R/set Secf/on c7utsidt� ©!' Fart ' /rC/ter Finished G�Bo% J 77 MTORR{/UCAI E. � -0 0 0 0 0 0 fines and Duat in. P/�,� �' ,� ID See Nca* / GOD /� ) PLACED SAM OnPEA STOw[ - _ .-. rr 0 0 0 0 0 0 0 0 ' i (Z ;9 Or r: C __..1 Des/ neo' for 0 0 0 0 - -T �'' �''� _____- . . g o 0 0 0 / te/' f br/C �' � __._..__ _ . _.__- J T. DETAILS Pr >` Rein r w �l Cast Iron Cvtcr - H-PID Loodin9 0 0 0 0 0 0 0 0 0 0 --Mar-ifi /d0 F% a _.__ . _-. - Coxr+el�—M.H orae Z •ova" aEoc.t' %(J!(�/1/,ny/ry/�Y/�r BtTsJn Naao' j Q w Of CAN 111 •[plot. o 0 0 0 0 0 0 0 00 0 o A/'oUl7d El7f/r'e Perimeter �__ _ _ � � s W e \(JRAt[R .,K WALL TO r CA1110 R11CT[D . -- Set Prior- to Plating Sf� t71 AT EW[ra Qpfr c•s:r,a �•E C I I I 9 �.' ! �.'ou/'sC's dZT ♦I T Cot81�`,S fife8// Bodied CI•HER f0 FfGS a TA►ORnre f1R Aa O'IwE'LTtU YT tK E"4 hEER O ^ J ;I1RA2R rrE MAY a vf[D N"[R ♦. O, 1b briny M.H. Ri/T! AIRRnv[O h tr1( [R.G-utU GQA1aTRtJC1 Nry„L � tSRtC. t71 OTM[R PI#fa [ W7[R•Il ' to ��v/~���✓ H OM ',fr,WSTURIf^ rn,"rr Tf^y r II t O - Rin Rvbber JACKING DETAIL �-° -------6-=° ----___ /O'-6" /TyP1 3`M.n. 4'3 d yr e e ✓oln s Effective D/o/»ete�r- t f __.. . __- _ owX-- ill./�! air Of FIN GRADE �/2� i CHAMFER LEACHING CATCH BASIN MAROID -% Scale: 3/g11Z 11_DIE Br/cA' Channl+/ /p Al 'Oro Front rT W'LLIAM /w.f✓. s @/2"'0. No .31 w' . - • Min. C3. /2 S n S�'�'�! ,Ffltr ` . RE �i� �vo. raa�e 2"PVC WEEPf•/OL E 1/er>>ce/ Foot F'+�ced � o E/evatior, ot"B-wgt Table AcaC©ro'i to A A S,,Vo Abo we Inv hb be 3�3 Co��Mono/if �e Dia-~yi r of .�io2 /1�Ci� Buse 4" Ile DR/YEWAY Q �-0• tip' �.; 6~Min. for M„a�nnho%ts " 'CLASS %J" CEMENT CONCRETE ` 8"Hirt fb anho%s When a Cvrb In/et is In�1a//ed, 1`he O,c�er�ir + /s 'a be c ;l'/X c''? 'r a . 4 '1 CA:� COL' W E,4.4! "Deep. 40*7el �rb�d E�rfh by fire Enyl<ir�r. a SURFACE G!/URSE Q x SECTION A- A BINDER COf1R5E ; ---- - /)Face ot"r/pe F/vsh Qi.r�ot tci ,�'-0>�1� art 4",�r�.�n f !'l ,'�Ear�y .�'E 'r" x 2' D" 7 v 6., L oA/H J RETAINING WALL DETAIL _-- - - - TYPICAL CONCRETE CATCH BASIN TYPICAL SEWER MANHOLE '- WASH 4GRAVEL. ERASE /0 SF M/N Uj z Rio Rep I Q e HEAVY WALL STEEL PIPE - _ ► I 4 FILL W/CONCRETE CAPE CQQ- ' PERM FIN. GRADE SCALE 1-1/2"• l'- Q'` I o �': I � W 1 a O 'o. •� '�• , 1 S1'e�'/ SCsrr�.�Cc'S,S vY :+�+�.,, ` II y � 41 12 8 .��. . .. _� - a . .._ GEanform Exec#/, oL A.Y P�.A/V U) The fr►hfr.ee�r f1'�th OD Q CONCRETE ".• - M ' W Z } o • A O O 00,*�}} s 1 I Un4�stvrbEso' Ecyr/�! '-- C3 Q O BOLLARD DETAIL { _ Q F- � � of � �. I!�� —R,f' 's''�o c� O � -----Curb VERTICAL B� _FITTINGS ` w 6 O D.C. ---- - k _j > 0 v w `L SE T/ON 59c r/OIV > Cr w BLDG. FOUNDATION WALL t ' ` �____ ...___.._._ _____.._-- E T END OU TEND °� Z = Uj W U O U LN/GNWAY GUARD TYPE S$ 1 rE;y rrC1/?r c�yr ;:' . .~ -1 , 4 \ ,�. W 4-- PRES SURE T_REA TED o © ( i � YELOW PINE SPACER G" 6eafe et c• tend _-_. ° ._ __. __ _ ' = _ ____1 _ _.. - t 3/4"x8„ GALV BOLTS W/TH DRILLED i ___i/ci/vP t, __. . AG��re Ty rE�r�- r - �1e R - - `1, .p/die Ce�a*nf Concrete IV G M/ �. t� INSERTS, ( TYP EA. SUPPORT) '- A its/ Und�sturbsd E�rfh 6 TERMINAL END SECT/ON a "a> Cer,,. >• f r Sf C 7/ON Y- Y / + - 6" 61CL Pepe ._..t... PLAN, w •,ti, ` toad-!?9 ox HORIZONTAL BENDS & FITTINGS DIA W A S C D E eo K L P #01A,jR-1 R-2 5 � SLOPE HIGHWAY GUARD TYPE SS -Vo1ve � Box � �/ I I rTre►►�r � rcrArP /2 2' 4' Z'0" �0 6:I 2= PO' 4=6% 6=6% /9`�is /3" /OYa 9' Q' / 3 r , I, r w • 2/ _... , ^ , Anchor all Bends, Tees, and Fi flings. almenS/dns as Requ/red - tt''/oss 'B"1 A6 14%3 _ , Orr. 15 2-3 3- /h tt-6 24 4-j 6-6�� ?y j1e /6 /2f'r // 4 Z%t 3 / !�r-6" P R TYPICAL THRUST BLOCKS 30- 3WIr t=d'/=7�r -/1,• 5- -- 37r 3l' /8h /s' 3' JYt 3:l REVISIONS YE OW PINE SPACERS ED HYDRANT SETTING DETAIL /� 4 2 QYt Z/ s=3' 2=er 8-r 6.6 s3Ye 43 Z7�t 2z 5rr 3 ,� i - - AT FITTINGS f �" � , � E �. � DATE !� & BENDS �� _ / 9-zB-83 FIN. GRADE ��" ELEVATION CONC. FLARED END SECTION PROJECT C>7MBf;R SHEET NUMBER PROTECTIVE GUARD RAIL C 2 rvW4 .Me»"wnr^enpwnt . u i 47 tz "- .•l r5r�'ft.,:'. "'��IK e� ,. \„•:,^r k,.aE,'i r�`h.N� r" /. - 5r �% H vl. f , ,i " > C..I. FRAME S 6 _' 3 - 0 CAT` No. 5512 AS, MF . BY E.L. 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' , x . s ti� t CRt—c• Flo . .;, Y• ,p, -:,,;s .. � � `�- �i F� -.(:., �j'�.,rl _ �� � Fit� ' �" i• - - 'r TAT .-__.t 1 w......-, ,F i 'Y.F / __--_ T"� .,_ .-.. ,_ i7 - , n I i 3 I 1 :� 1 � ' R.J i mass'. _ ,+ • ° �--- , 1 t3,tj`. �D.�i .—...._. { ,d .. �. - _. ..1;" __. {Xi V• , { � r � - .. I F _ 1*av�P£i.50 rA _ , IT14 i'4 , 1 t + ARTHUR G. MANASEL AN t`� ASSC C{ATES ARCHITECTS E! I1aEf R=� Y F3GSTC;t� MA -:fit.-?-' SETTS PROJECT REV 1 )ED DRAW NG .,-,., HATE` ... .- .,, .'.. ..-..-. ,.y...... -,♦ u:.a,:' ..r.....watrust.<,w,., e , .,.....- .... ..:....M .,, .:.-,>a',e+_a.. ::............ _.., ,. ,_.-.h_„ .,- i ,Z.r ,.._ .. a... ,...._ -:. ., ... _ .,. .. .., -. .. ... ..._-_ .. .... .... .. .. ..... . . .., ..-. _ .. w. , wn a , rn-rv, PROVIDE ONE /S" DIAM ACCESS COVER DESIGN CR I TER / A : TEE OR BAFFLE F f RS T 2' TO TO FINISH GRADE PER ROW OF I NF I L 7 RATORS VENT DESIGN FLOW: NUR S/NG HOME BE LEVEL I I I I S BEDS AT /oo G. P. D. PER FROM PUMP 4' SCHED 40 PVC INLET ;OP OF EVERY THIRD INFILTRATOR BED EQUALS / 15�' G. P. D. ° SEPTIC TANK REQUIRED: // 5t"c'G. P. D. X 150X - /? 2 Sc� GAL . OUTLET 9 OUTLET 3,`4' - l I/2' D/A.D-BOX EXISTING SEPTIC TANK: /'��r- GAL . D-BOX o INFILTRATOR SYSTEM W..SHF-D STONE. 2' 2' LAYER E� 3S SIZE OF LEACHING FACILITY REOUIRED: �•� 100' ( I 6 !NF I LTRATORS) G. P. D. DESIGN PERC RATE - L-Z M/N/I NCH N 84.53 25'E PROFILE : NOT TO SCALE ia0. ff ' PRO V!DED: l t,c,�)3 Y MIN. 2' OF ,;'!�E/>x C+. AE kIf-G ' Gc•<i - cvt�c aLC PEASTONE Ec ss S/DEWALL : �L'c'D S.F. X 2-5 - GPD 13' — - BOTTOM: ''�'�' GPD ', Q INFILTRATOR 3/4' - ; 12' DIA. o TOTAL . G,c t� S.F. /Zc `c GPD WA-5h":D NE �O N LG 4) Tc. f. f c:s 1 f E 1) A :� Y cli EL 3So el- 35 SEC T I ON : NOT TO SCALE DESIGN CRITERIA : DESIGN FLOW: LAUNDRY ONLY FIRST 2 ' TO ACCESS COVERS AiUST BE I8' DI.AM z A, GP.- TO FINISH GP.A^E BE L E-- YEL 1- 3S" S a ro. Ion 4,v -_- - - - a 6• PVC - - __._ �, - — --- - 1= � - -�✓ MIN. 2' OF SCHEDULE 40 ` - -..__. _� PEAS TONE ` X as Ciw = IT: z DIA. SEPTIC TANK REQUIRED: OUTLET ;.s. f WAS,vED S TONE _ ¢ ?aA-GAL D-BOX �.,. —_ram -- �1 G. P. D. X 15Gz - _ �� GAL . r a SEPT; 1%K l - -'i T l,^ 1DED• 9 -- -�GA . � C ' SEP !C T.NK PROV b�'�' 'L r� o LE-'.CH PI T - ------------ - PROFILE : NOT TO SCA'.E SIZE OF LEACHING FACILITY REQUIRED: EXISTING PAVED PA?^ft,"1G LOT lD-BOXES c 1<<, P. D. DESIGN PERC RATE - Z M1N//NCH `'N CATCH B.H \. \ \ 6 ROWS OF 16 INFILTRATORS. .: —_--?5's R\ � \ ` 1 '• STONE ON SIDES. 2 '2' STONE PROVIDED: 8 rtc� rL'3.<r+ ,-trs 1 y ' ST.tR�E CATCN ITASJN X �',-,4,1 \ �` U`1DER. 3 ' DEEP X 5' WINE OVERALL. 2/f 2 '' ct'�?o 51 Dc W4 L L _.___._._ . _S. F. X_�• __ -�—� GPD r0. OXES uPD D R A J Ja' idA?v`NOL E 1-0 TA L . -�0 3ts S. F. � �?°`�_ GPD ( 16000 GAL nr( 1 SEPTIC TANK ® Gf M/ � \ \ \\ ` \ -- GEr" V R�' _ 1 _ _ ���� Fig,fr l'lGlt � — ~•y....m.:,--.._------_• ..r.Jr i r r .,.ti ti y�• F • � �. :4i J-ten,. \ `.\\ \ �\i ,N �•`. \ \ -� — f _ r.. - _ .- ...- L ' i \ iJ L ` �.. .L� A4 1, J XF TO v. ` ,_.F_ �!'HING E�.�OVFD :4 i(:,R �� C�rvS„ U�: , 10,r .. 1`5.96' PUMP ' \ �l \�_ \` ' \ FACILlTy r' ON THE r1�Alh' SYSCEM NO CT IX 11;E NSW SYSTEM. CONTRACTOR TO ENSURE \ \ ' \�\ \ `� `� T� THAT THE SEPT/C TANK /S PLACED O:Y A CHAMBER \ r \ �� \ ✓ENT FOR ; 'E ;1r�. �.� , E- LAUNDRY SEPTIC SYSTEM. LEVEL STABLE SASE. ,1-I�;E13:-GT i EXISTING LEAC !NG / ESE ✓ = y3,Z7 ® FACI L I TY \ �\ ` \ \� \ 2. AL L CON.:. tROCT 1 ON UFTHODS AND \ 4' SCh'ED 40 PVC EXISTING \ MAIN SEPTIC SYSTEM VENT---e `\ ` t MATERIAL f:C,y� THE SEPTIC SYSTEM 9. ANY UNSUITABLE MATERIAL ENCOUNTERED •� ® - CONNECT FORCE MAINS TO - � GREASE EXISTING ALTERNATING PUMPS \ \ ` ��h ,. =% BELOW THE INVERTS OF THE LEACHING � � SHALL CC.�r Gfi:��l TO MASS. D. E. P. TRAP _ \ / � ' ' 1 / J r FACILITIFS, ie : TOPSOIL . SUBSOIL _ ! � a} �' -' � � •'••. \ � , ' � VENT TITLE 5 , 1J l_0_AL BOARD OF HEALTH EXISTING 1I5 BED NURSING NOA+4 \ f / REGULATr' ti.S CLAY ETC. . SHALL BE REMOVED AND �j �•.. \ � � � / �� ,�-�' � � ` REPLACED W/ TH CLEAN SAND FOR A DISTANCE 3. ALL SEP i, is SYSTEM COMPONENTS LOCATED OF /0 ' IN ACCORDANCE WITH T/ TL E V. UNDER T14,� VE1.ED ►fi'A Y OR DEEPER THAN 3 O Y►Qa� ' SHALL Wi �c l 0. EAGLE SURVEYING AND ENGINEERING. INC. j � i � I �F•_..•• .. T� 1�D H-20 LOADING. �� ►��� �.. t �pr � '' j` HAS NOT INSPECTED THE CONSTRUCTION OR ' \ \ \ �'' \ \ 4. ALL "IPE SHALL BE SCHEDULE 40 MAINTENANCE OF THE GREASE TRAP. SEVER O S EXISTING SHYER MANHOL W \ \ \ - 3g OR APPRu t_D FOUAL . MANHOLE. 18. 000 GALLON SEPTIC TANK OR 9040 GAL SEPTIC TANK \. \ 00 . q THE PUMP CHAMBER OF THE MAIN SEPTIC UTILITY C4 . \ \ y3 .,45 EXISTING LAUNDRY ro a y \ \ 2 .02 SYSTEM AND ASSUMES NO RESPONSIBILITY POLE • �, � � \, �� 66 5. REFGRt- �. •• . IKuc�IION CAI L 'D1G-SAFE' . n SF,PT I(7 .SYSTEM TA T; ) ® �/: �•, S 0 I L I-EST PIT DA TAs \ \ y� 5 1 -800- ;?. %844 FOR L OCA T l ON OF FOR THE COND 1 T I ON OR PERFORMANCE OF 20'1 H a�.o � , THOSE COMPONENTS. INDICATES V INDICATES o UNDERGRO ',,� UTII_ ITIES. y PERCOLATION OBSERVED TEST = GROUNDWATER 1 ` 1 CAS �$ 9' DEEP X ,� �{3 6. VERTICAL DATUM IS: APPROXIMATE NGVD VAL VE / 6' D/AM. TP• / P-7868 TP• 25'=- I PITS W/4 ' GRND EL. GR,ND EL yz. 7. FOR BEA C1 YARKS SET. SEE S I TE PLAN. . ` o Z_ HOLLY i STONEfIrp! ; G.W.EL. G. W,EL. TREES _ 20'1 TorSr+ t TcP c SZ-71'DT / 0 SYSTEM UPGRADE / N '��,� OLE-'rr P P t a CE-1V TER V / L L E , "A . DOGWOOD POLE.'-0 Q t' So sue''" 04 TREES / i / ,Z,�►vt - P R E P A RED F O R _In r WALL C E N �_F- ,/ V / E /1 / U R S / /�/ G H O /'iil E ty }Y RETAINING ` N r. ���� S (7�� L E : / _ .30 APR / L .30 . / 992 DA TE: 2�g z s l S/y/SL r �fI9L TEST B Y�STZ'-;'N�s /•f,r'-hS . p.t Wl TT BYz_ BY: J � `� �'�� " ► L�'A -S'LJR Y�'Y-INC 4% IE'N67-.r f� ING O REVISIONS : i PERC RA MIN/INCH I .S® e cr l3 ar of L crn e ROUTE 28 NO. DATE REVISION Nyann t s 1ITcr ® 26'® I 0 15 _10 60 -- - - - - - - - - - -- --- ---- _ - --- - -c 3 NO: 92-241 FI ELL): CF'r4'/S ;H CALC: SAH CHECK: CFW H