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0701 PITCHER'S WAY - Health
701 Pitcher's Way Hyannis P A = 271 181 9 TOWN OF BARNSTABLE �( t LOCATION d c P 1�'G��r t W�� SEWAGE# V ' O VILLAGE Te��1-��S ASSESSOR'S MAP&LOT,2Z� —A/ INSTALLER'S NAME&PHONE NO. ,� SEPTIC TANK CAPACITY �x�S P5 "��d f , LEACHING FACILITY:(type) 3-�bb Ci W t Qgy Welt (size) 3 S J( 13 1� NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: ^C/' / C� COMPLIANCE DATE: Q.— Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by - i v, 13 r rib C.n ? 1 M co (� 40 a st No — ©` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:7�/ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpficatiou for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 70 i fc hers wufo Own 's Name,Address,and Tel.No.•.f 6-7 73T-yy4 /��o/Y .✓`C�o�%N i` Assessor's Map/Parcel 27� lam/ Installer's Name Address,and Tel.Nos- t,rs ���'� De!' ner's Name Address and Tg1.No.c9'o�5/T7- piemsl �tm�i it C a� LOt/S C.ditG tee; ama'<`!v. r L�s' O..�(�%r w av�e��ll' � �v�s-�C�as,�•.•r/�✓r� /'�'�s'�� c Type of Building: Dwelling No.of Bedrooms Lot Size P/d' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) V Y© gpd Design flow provided elS 111 3 gpd Plan Date /�j/8 Number of sheets -7— Revision Date Title Size of Septic Tank fQeo Type of S.A.S. Description of Soil 271K,96 49KI ° /j6.a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sigpe- Date Application Approved by Date 41 'T A Application Disapproved b Date for the following reasons Permit No. ��� Date Issued No ""' D' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:�� Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplicatlon for MispoSal 6pstem Constrrittion Permit A Application for a Permit to Construct( ) Repair(41)-l"Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot < No. Owner's Name,Address,and Tel.No.y 6o' Assessor's Map/Parcel Installer's Name,Address;'and Tel No y�'T��' �' Designer's Name Address and Tel.No.Sbd'-51»- e-u!!e e-oe/t r.�/c i- �`k,^,a rC`o'�Nri u.USG 3- / y(/ _i�4/y �T Lem 4w�rar�% /,� clil-S"r=�•f�USyf/'P��/e� /Lrio°"rJJ�e/ C ' Type of Building: Dwelling No.of Bedrooms Lot Size /Z P/C sq.ft. Garbage Grinder( ) Other., Type-of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) /,/V d gpd Design flow provided gpd Plan Date Number of sheets Z Revision Date Title Size of Septic Tank /aoc-, Type of S.A.S. Description of Soil �57'�y1� ,l�er�l %l�r� ✓ ��. �/�.-� —/3oX /f Nature of Repairs or Alterations(Answer when applicable) i ' I Date last insppcted: " Agreement: 'The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in j accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 1 Signe3 �..�-7 Date Application Approved by Date 2_1 6 Application Disapproved b r Date for the following reasons fi -fin p Permit No.(�(/(a" ���,:. / Date Issued _______________________________________ _-----_--__________-------__________--________________---__-__________---_________-__--- THE COMMONWEALTH OF MASSACHUSETTS A BRNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(11� Upgraded( ) Abandoned( )by /vim/ ��sryi er ('��'� �G�/ Sr�'i�i G at �'C>/ /�i�c��`s l..-i�s� l. 0 �S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No:;?08 f)!r"_ dated Installer Designer #bedrooms `1 Approved design flow N g o gpd The issuance of this permit shall not be construed as a guarantee that the system wil Mon ffsc, �rne, . Date �' Inspector -_ /'� j i --------- -----�------------------------------------------------------------------------------------------------------------------------- No.Z�l �/ Fee v'j THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposal 6pstem Construction Permit i Permission is hereby granted to Construct( ) Repair( J Upgrade( ) Abandon( ) System located at t and as described in the above Application for:Disposal'.System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit Date Zq zo/S Approved by i Town of arnslAl" aftXEr '.. IBeglllatgry S.ervlces o� Rtchnrd V.5eali1nterim Dereeeor` "�,�. q, �P,ub91cI=lea➢`th';®,vlsion. "` r Tl omas 1'IcKean;Directgr 200]vTaiat Street Ha anpas,MA.,02601., }a offices;;50S 86274644 R c; 50$790-6304- ,lnsf lex &,1)esi�ner Certitcat'on Foriri T. Serr.age Pei mtl# ®/ ' O/._B'�?.ssessor's,Map\Parcel 2-7"1-1 Designer 1✓:rt�5r,e�r,n� takor�tsr.. �?c : Iits,ttallet ,lsL� '�_� ��'�-Pc }cct Address 1`2 tAS Gra sse l�`fJ Address: SU',% eti,t ,IYuzf �sv-A MA 6264.E Ori..: �a�e.C�c� �f/J t+`��Nicy ryas assued,ti peraYnit to installs , (insta(lei) septie,system,at ��l �a F c. er , r=' hy11°S. b'ed".on a design drawn by �. er T;tM c,,G",tk"q f C (addzess) E ,nee�i nE, t�otau ��_C, dated (designee) _ a -= T certYfy thattne,septic,systenz `efereiic d a,Qve.was tustalled'substantii'lly acciieeting to the design,W,leh ixiay"include'minor;aplaro Ved`changes `snob as,;lateral."relocation'of iho djstrab,ution box m,d/.or septic,-tank. °Stiiip out i-f required)` Baas inspected:and,f e Soils' Were found sat Hactoiy:. certi,y that the scpitc;-system.,,eferenccd above was installed'with nlajoa changes �a c, greater, an)W,Iatbmtlelocatagj�of.tJiez$AS or 0ny uerti al reLocatioii,oflany cotrlponenr, of"the septic system)birt to accordance with State& Local Regulations. .Plan revision of certtified 0tiilY by des gncrui, ow..Step Vut:t;if requ fed)>was mspcctcd ante the sofas w werc-found satis£aciory T ccitif} that tiff system rcivacaced,above was cntitriicte nee wrtti.the terms of,tlie,alfl al?proyal lcifics(tf applicable) W« ` _ nnc RT at. (Insfa`1ler.'s Ssivi re); (Designer.s Signtature) -(:Affix Designer. tamp'-qKO) PLEASE'.9ETURN TO 9A-RN-8TA6LL PUBLIC 1EALTH DiyiSi®N..CEMT,I1?'ICAT�: °Oi± COMPLIANCE: WILL NOT BE ISSUED. UNTIL BOTW'TH,19 FORMT AND"A"S BUILT CARD ARE:RECEIVED,I3Y THE BA1tNSTi3LL` gTl3L>CC' EALI�'DI V TSX®1\, 4 f.;')<`HANIi:YOU: - ___ _-_ _.. Q.�Scp6clDcsigncr:Ccrtifcacbn Fonn[ley$ k4 13tdoc; I. 9 Aeptti�rtlet of Ra"0;$0>rvi cesf PRJi ; >r . Dlte se1� 200 Main Street,Tlyannis M.A o2601 to` oliedtt;d � ��l� Time J. dad . [Sr► r Y.AV . Petfosmed$y: Witnessed,By, IL �. LOCATItON GrI ,' fi M Location Address~ 76 1 .-i C��r 11V�,—j, �3Wny,ar a` q 01\l 1 Address 70S. d� c s '1. CUR c1 t ' Assessor's Map/Parcel: `2,r1) 18'1 Engineer's Name Vt�IREPAIR X Tel ,hone# Q 'z'5 � (p V Land Use. S iQ ,l t! Slopes surface St nes Distarices;from: Open Water Body � ft� Possible Wet Area ft Drinkin Watot Well�-� ft Drainage Way ft Property Line �ft .Other` ft (Street name,dimensions of lot,exact locations of test holes&porc'tests;iooate wetlands inn;pMxIrWtyao halts) t. Tel T�PZ Parent material(geologic) �� , Depth to Bedrook Depth-to.Grotmdwater. Standing Water in Hole: �� Weeping from Pit FA cc Estirnatod°seasonal.tiigh Croundwater 2 DETERMINATION POR.SEASONAL kIIGH WATER TA Method UsedJ. Depth Observed standing in obs.hole: In. Depth to soll-, 'kl9 Iil Depth to weeping from side of obs.hole: in, t3ruundwgter;A¢jl pill ,.,,f,, ,;fit: Index.Well:# Reading Date: Index Well level Acid hctor,.,,,.,,..,. Ptt fldt ater'LeVal„� PERCOLATION TEST Ddo = Time,,,.,, .,., Observation Timaat 4 dljOf 'It;::. Tintoat:6" .Start Pre-soak Time® ' 'iYrn (91 6") I Say f's. -- ; End Pee-soak Rate MltttFfpott. G. 'Z `` Site Suitability Assessment: Site Passed, �_ Site Failed: Addidonai Testing; ee'd2' I Original:Public Health Division Observation Hole Data To Be Completed on Back........... .v�.v� *** percolation ercoiation test is to be 'conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning Q:\SEPTTCIPERCFORM,DOC I b C)BSW X LC)CT ' ftire s4iltlbe : . Soil: that Depth from Soil Horizon= :'Sotl Mottlih 'lr rtte�Stanet;,Boulder§: Surface'Un l .(USD9): (Munaekq,._ G�� Hole# . Pq from Soil�3aizoa Soil Texture Soil Color Soil Qther fa (UAA) (Mansell) Mottling (Structure;Stones HoUlders. U. L(j t f�/Z: -YV 17�'1J {1►13SEATIO'N T30LE LOGHole#_____-�. Depth€tom Soii:l3orizou oil Texture. Soil Color Soil Other 13c4ldera Surface>(!n.) (USDA) (Mansell) Mottling (Sdvcwre,Stones, _ f . �rERVAT' ON HE LOCI Hole# �. So il 11 other Depth`from: Soti:Non�n� Sotf TexWre Soil.Colo Mottlln Strueturo;;Stoaes,�tSuldprs. . Surface(in.) I• (USDA) (Munaell) g ( . - I ` � . i Flynoti hacati -' w f5�tt[Ary Ntk Yes y } No Yea..,- • -' 'Wlitil>r�5ab Bear<lSounda�y �.: . Wtthip l00 yeat tlaod[ioundaty No� Yes -.. :Dei�6 cif 1� ttIsi,�br>?iia Neat©>~s,M�lterial: I�aestat�l`ttf �t;'af natll'Coccurring pervious�tnaterlal exist in a1l.areas observed thrpugttEho arh'&pr MO for the c�tl a p hQ�t system? 'of iiatural'1 occttrrin e' ious.tntttettl°? ....�.. If n6 MCI s tie dap Y' 8 P T e �ha#on data)I have passed the soil evaluator exArntnation approved> s Detpslr nae�ntalratechon and that the above analysis was perortried by txTe Colsfettlli th'e`t`eq`tfit`' : M ° i`erftse Gila axpendh ddsc"'bed'tn°�l0 CTv1R 15;011 Date ' t Qs1S P ftW,—ERCPORM. C T _ 1, tvitaP � 2� l ECOJECH MAPPARCE4 , Environmental LOT www.eco-tech.us THIS FORM IS A FACSIMILE OF THE STANDARD SEPTIC INSPECTION FORM ISSUED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION(revised 6/15/2000) TITLE 5 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A Property Address: 701 Pitchers Way CERTIFICATION , Hyannis a�Z �\ Owner's Name: James Mullin Owner's Address: 701 Pitchers Way yaa� Hyannis,MA 02645 �dyc' �Q Date of Inspection: March 29,2004 Name of Inspector: (Please Print) David D. Coughanowr,R.S. Company Name: Eco-Tech Environmental O� Mailing Address: 43 Triangle Circle Sandwich,MA 02563 Telephone Number: (508)364-0894 CERTIFICATION STATEMENT: I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. I am a DEP approved system inspector pursuant to section 15.340 of Title 5(310 CMR 15.000).The system: X Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature ��r ��S Date: WleLti Z-01, 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 NOTES AND COMMENTS Inspector's Note—> A septic system is deemed to pass this Real Estate Transfer Inspection if it does not trigger any of the failure criteria listed below. The septic system has been evaluated according to the conditions observed on the day it was inspected. No estimate or guarantee of system longevity is made or implied by a passing determination. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 INSPECTION SUMMARY: Check A,B,C,D or E/ALWAYS complete all of section D: A] System Passes: Yes I have not found any information which indicates that any of the failure criteria described in 310 CMR 5.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B] System Conditionally Passes: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no,or not determined(Y,N,or 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 breakout or high static water level in the distribution box is due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. The 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 four 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 2 Page 3 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 C) Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety and 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 by 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 3 Page 4 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 D)System Failure Criteria applicable to all systems: You must indicate either"yes" or"no" to each of the following for all inspections: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. yes 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 clogged SAS or cesspool. X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. X Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 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 groundwater 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 by 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: 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 E the system is considered a significant threat,or answered "yes" in section D above the large system has failed.The owner or operator of any large system considered a significant threat under section E or failed under section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 Check if the following have been done: You must indicate either"Yes" or"No"as to each of the following: Yes No Y _ Pumping information was provided by the owner,occupant or Board of Health. N Were any of the system components pumped out in the last two weeks? N Has the system received normal flows in the previous two week period? N Have large volumes of water been introduced to the system recently or as part of this inspection? Y _ Were as built plans of the system obtained and examined?(If they were not available as N/A) Y _ Was the facility or dwelling inspected for signs of sewage back-up? Y _ Was the site inspected for signs of breakout? including Y _ Were all system components,exe1udin the SAS. located on site? Y Were the septic tank manholes uncovered,opened,and the interior of the septic tank inspected for the condition of the baffles or tees, material of construction,dimensions,depth of liquid, depth of sludge and depth of scum.? Y _ Was the facility owner(and occupants,if different from owner)provided with information on the proper maintenance of subsurface disposal systems? For information on the proper maintenance of subsurface disposal systems please go to: WWW.ECO-TECH.US The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Y _ Existing information. For example,Plan at the Board of Health. Y _ Determined in the field(if any of the failure criteria related to part C is at issue,approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a—No plan on file at Health Dept. Number of current residents 0 Does the residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): no :(If yes, separate inspection requiredl Laundry system inspected (yes or no): n/a Seasonal use(yes or no): no Water meter readings,if available(last two year's usage(gpd): 32 gpd Sump Pump(yes or no): no Last date of occupancy: December, 2003 COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow(based on 310 CMR 15.203):: gpd Basis of design flow(seats/persons/sgft/etc.): Grease trap present: (yes or no)_ Industrial waste holding tank present: (yes or no): Non-sanitary waste discharged to the Title 5 system: (yes or no). Water meter readings, if available: Last date of occupancy/use:- OTHER: (Describe): GENERAL INFORMATION PUMPING RECORDS Source of information: System not pumped in recent past(Owner) Was system pumped as part of the inspection: (yes or no) No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM: 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/Alternate 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: Age: 25+years Certificate of Compliance issued 12/5/78(BOH permit#78-168) Were sewage odors detected when arriving at the site: (yes or no) no 6 Page 7 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION continued Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 BUILDING SEWER_(Locate on site plan) Depth below grade: 2 ft Material of construction:_cast iron X 40 PVC_other(explain) Distance from private water supply well or suction line 20+ Comments: (on condition of joints, venting, evidence of leakage,etc.) Sewer is vented through roof and appears structurally sound with no evidence of leakage or backup into dwelling_ SEPTIC TANK:Yes (locate on site plan) Depth below grade: 10 inches Material of construction: X concrete_metal_fiberglass_polyethylene other(explain) If tank is metal,list age_ Is age confirmed by Certificate of Compliance_(yes or no):_(attach a copy of certificate) Dimensions: 8.5 ft x 5 ft x 5 ft(1000 gallon) Sludge depth: 15 in Distance from top of sludge to bottom of outlet tee or baffle: 19 in Scum thickness: 3 in Distance from top of scum to top of outlet tee or baffle: 8 in Distance from bottom of scum to bottom of outlet tee or baffle: 13 in How dimensions were determined: Probe to top of tank Comments: (on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Pumping recommended at this time and maintenance pumping is recommended every 2 years Liquid level at outlet invert.Tank and tees appear structurally sound and functioning as intended. No evidence of leakage in or out GREASE TRAP: none (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle:_ .Date of last pumping: Comments: (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29, 2004 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:_ Mann inworking order(yes or no):_ pumping:Date of last Comments:(condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX: Yes (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: at outlet invert Comments:(note if box is level and distribution to outlets is equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.) D-box appears structurally sound with no evidence of leakage in or out Effluent level at outlet invert Few solids in tank. PUMP CHAMBER: none (locate on site plan) Pumps in working order: (yes or no) Alarms in working order: (yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29, 2004 SOIL ABSORPTION SYSTEM(SAS): Yes (locate on site plan;excavation not required) If SAS not located, explain why: Type: X leaching pits,number 1 _leaching chambers,number _leaching galleries, number _leaching trenches,number,length _leaching fields,number,dimensions _overflow cesspool,number —innovative/alternate system Type/name of Technology Comments: (note condition of soil, signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) Soils above leaching pit appeared unsaturated.No evidence of surface ponding breakout,lush vegetation or other evidence of hydraulic failure was observed. Leach nit contained 12 inches of effluent in a 6 foot nit. CESSPOOLS: none (cesspool must be pumped at time 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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29, 2004 SKETCH OF SEWAGE DISPOSAL SYSTEM: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100'(Locate where public water supply enters the building) LEACH LOCATIONS 3 PIT ❑ D-BOX 0 A B 1 21.5 ft 29 ft SEPTIC 2° 2 25 ft 32 ft TANK 0 3 35 ft 39.5 ft 4 31.5 ft 55 ft B A EXISTING DWELLING # 701 w z LU wl 3 I f PITCHERS WAY NOT TO SCALE 10 Page 11 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 701 Pitchers Way Hyannis Owner: James Mullin Date of Inspection: March 29,2004 SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to ground water: 30+ feet Please indicate(check)all methods used to determine high ground water elevation: Obtained from system design plans on record-If checked. date of design plan reviewed Observed Site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of health-explain: Checked local excavators, installers-attach documentation) X Accessed USGS database You must describe how you established the high ground water elevation. Barnstable GIS department records indicate that properly is over 30 feet above groundwater table. ry ; I 11 07/11/2011 16:37 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director . . Public Health Division i6s96 Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 50&4624644 Fax: 508-790-6304 Date: 'Llp2 Sewage Permit# 201) -)'j Assessoes MapJParcel nstsller&Dvaigner Cer e :2R Form -3 Designer. ,n WorUs. Int . llIIBtaller: �/.J�' ` a`s�C ,_+n C' Address: 1 Z ►a/. m:e ICA 14W. Address: �• O �c..14 = 0'2 G T- on .C eer was issued a permit to install a ( its) (installer) septic system at -70 ti L�►¢ "S (�t9 ����:l�sed on a design drawn by ss) dated Cr l-3I 0 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with mayor changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)w ted and the soils were found satisfactory. OF �aele�' PETER T. M.CENTEE Installer's Signature) CIWL � ND,36109 tgner' Signature) (A ix Design ) PLEASE RETURN TO&AMSTABLE PUBLIC HEAL LATE OF COAMLANCE WILL NOTBE ISSUED UNTIL BOTH THISFAND X� BUILT CARD ARE RECEIVED BY 1M B ABLE PUBLIC HEALTH DIVISION. n ANK.You. q:kofficc fbr=\dcaig= m f,.am Department of Regulatory Services >�w Pu 0 JDA0 i619; 200 Mam Street,Hyannis MA 02601 R /may CQJ Date Scheduled / Time . '/(� Fee Pd. Soil Suitability Assessment for Sewage �posal Performed$y ' Witnessed By: LOCATION $ GENERAL INFORMATION. ^ /� Location Address 76 S �.�c�� l/V Owner's Name )^'lei� -�n ��J�o\ .` ' `-t q ON t ) Address ;r 1 7 Lh vwc a t� a Zl'a Cl l Assessor's Map/Parcel: 2-71 — 13 1 Engineer's Name NEW CONSTRUCTION® REPAIR X Telephone#�Q 8 -'7-5. — -7 Q Land Use. AS�r -�" C Slopes(% J,- Z— Surface Stones Af1A_ Distances from: Open Water Body-,;;, ft Possible Wet Area.Z- _ft Drinking Water Well i-�� ft Drainage Way 7 �� ft Property Line 1 Z f 5 ft ..'Other` ft SIKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests;locate wetlands?n.proixin ity to holes) z Parent material(geologic) Depth to Bedrock Depth-to Groundwater Standing Water in Hole: �� Weeping from Pit RACe / , Estimated Seasonal.High GroundwaterZ- a DETERMINATION FOR SEASONAL HIGH WATER TA= I Method Used: Depth Observed standing in obs.hole. in, Depth to soil mOtt185, ftl: Depth to weeping from aide of obs.hole: in, Groundwater Adjustment $ ., Index Weil:# Reading Date: Index Well level Adj.factor Ai({-to tltl-VVCter Level PERCOLATION TEST bate `Thne Observation Hole fi l n Timo at 9" Depth of Perc` Titne at 6" Qw. Start Pre-soak Time® `S rime(9"•6")hw4.. End Pre-soak ( � Rate Mi d'Thctt Z Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(YIN) Original: Public Health Divsion Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be.conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:ISEPTICVERCFORM.DOC —_ r DEEP.OBSERVATION HOLELOG` Hole# Depth1rom Soil Horizon Soil Texture Soil`Color Soil Other Surface 010 (USDA) (Munsell) MottlCng ;Q(Structuce�Stones,Boulders: ; SL ict�►2-�f8 Givell 777 ;r3E;✓P OBSERvATION FIOLE LOG Hole# 7 Depth trom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) :,(USDA) (Munsell) Mottling (Structure,Stones,Boulders: DEEF OBSERVATION HOLE LOG Hole# ' Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(inJ (USDA) (Munsell) Mottling (SwConsistency,%:cture,Stones,Boulders: t. t DEEP OBSERVATION HOLE LOG Hole# Deptti`from Soil-Horizon -Soil Texture Soil Color ' Soil Other Surface(in.) (USDA) L L (Munsell) Mottling (Structure,Stones'Bouldars. Flood Ltstiranee Rate:lVlan:;. Above,5 year flood boundary No- Yes:. Wi6 u,500 year boundary No Yes. ..� Within l00 year flood boundaty No Yes De th of Naturally Occurrme Pecvtous 1Vlaterial Doesat�least four feet of naEurally'occurring pervious material exist in all areas observed throughout area,-,:propose116 r the sotl absorptton system? r If;not_what..is the depth:of naturally occurringpe ions tneterial'?` Certiicatton I certify.that on f Q4 .(date)'I,have.passed the soil evaluator examination approved by,the Depatttnent of$nutronmental Protection and that the above analysis Was performed by me consistent with' the Y- AtI4 expertise and`experience described in10 CMR P5017 ureDate L Q:SE['tMERCFORM.DOC TOWN OF BARNSTABLE ' QKATION 701 SEWAGE# AO f t - 19 i 4 VILLAGE �(��Dee�a ASSESSOR'S MAP&PARCEL `Q27 j•- i I INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY F--y tV LEACHING FACILITY:(type) 6-W r,,,A10ng (!kr,6fi (size) I3.,9L)( 33,5 K NO.OF BEDROOMS OWNER AAair#--t ri J PERMIT DATE: �/ COMPLIANCE DATE: Separation Distance Between the: 4©r SA 5 FL q3,60 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility &bWa qa Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet:-. Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BYh,< 1�7{( OF �3 1 � , No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incom uteri Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposaf 6pstem Construction Permit r — z Mom# `� "S `h Re "Z r`ado- L Abandon Com lete S stem Individual Com onents Application for a P.ermitto Construct( paw(i�:pg. ( ( �; ❑ p y ❑ p Location Address or Lot No. ��/ P ycA�,� c Owner's Name,Address,and Tel.No `►a� _, _ Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size /2 sq.ft. Garbage Grinder( ) Other Type of Building tips,Y No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yy© gpd Design flow provided `/G 5 gpd Plan Date C/_3 //1 Number of sheets 2 Revision Date Title Size of Septic Tank /�urges r Type of S.A.S. Too //av f�G.nljy Description of Soil Nature of Repairs or Alterations(Answer when applicable) INS,;G�� Alec ) H , Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boar Health. Si ed Date /0 /°/ Application Approved by Date a2 Application Disapproved by Date for the following reasons Permit No. 0 Date Issued 22 / ---------------------- --------------------------------------- - - - _ ------- .I f No. Ll {r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered coin a er: Yes PUBLIC HEALTH.-.DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS appftWiou for ioIspo'641 6pstrm Constructiou Permit Application for a Permit to`-Construct( ) cRepain{- UpgeadeF( _)=rAbundon( ) Complete System Individ al Components x S-�.,t .. 4- r, Location Address or Lot No -7 P�,!�Ch rx W61, Owner's Name,Address;and.Tel.No.,. Assessor's Map/Parcel .. ~ Installer's Name,Address,and Tel.No °` Designer's Name,Address,and Tel.No. 1)01-5445 ac 2f0U3n) S/vC s -NdU"7/S �kf/n'rrr�.vS Wdl� 3 ��CJ "��1` /✓ Type of-Building: ` Dwelling No.of Bedrooms G,/ Lot Size /Z$IG sq.ft. Garbage Grinder Other Type of Building �b No.of Persons Showers(' ) Cafeteria( ) Other Fixtures i Design Flow(min.required) V c/e) gpd Design flow provided HG I" gpd Plan Date !�, Number of sheets `7- Revision Date Title Si of Septic Tank �,� ��,, Type ofS.A.S.< �C�G��y/c� s Description i Soil + I. i Nature of Repairs or Alterations(Answer when applicable) & j o fl A_-,e,✓ f � I • r i { i Date last inspected: s F ; Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health." I Si ed Date CJ / p" Application Approved by ,� DateAL� Application Disapproved by Date tee''. W9 fiu for the following reasons J Permit No. d �' "I I Date Issued 2 / 1 _ -._. . .: - - - - ---- -- - ----------- - - THE COMMONWEALTH OF MASSACHUSETTS _ BARNSTABLE,MASSACHUSETTS t Certificate of Com hance � - 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(I-r-,--Upgraded J Abandoned( )byra, �r, /� l {,�,, ,,.� € at 7®t i�r e jit-i� /nJck has been constructed in accordance ? i 1 with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer �< c�/�.•e,..�.v `�A/! Designer 14.1- #bedrooms' " /d/ Approved design/flow_d/(,S, gpd -4 The issuance of this permit shall notb construed as a guarantee that the syste w'i 1 fun t'on esi ed. Date t Cis �� Inspector -------- ---- - , - --------- No. � aII ' / ! ( FeeTHE COMMONWEALTH OF SSACHUSETTS { PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Nsposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon'( ) System located at f and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with J, Title 5 and the following local provisions or special conditions. Provided:Construction st be completed within three years of the date of this permit. Date ' � Approved by r � i OCjT, I N SEWAGE PERMIT NO. PILLAGE t IN T LLER'S A M E S ADDRESS 12 B UILDER OR OWNER Oct-- G f DATE PERMIT ISSUED �31_ -7g DAT E COMPLIANCE ISSUED ujraS U, ! " [ c•�j i r� c No.... --..1_.�s F�a..2 L9 ............... THE COMMONWEALTH OF MASSACHUSETTS BOARD O HE H ----------.. .......1.......OF........... ........ ..................................... Appliration for Disposal Workii Tnnetrnrtiurt runfit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage ispo'al Syst Mat: t _................... ... .............................................................. ----•-- .y .Loc ' n-Ad e Addre or Lyt N� W Owner S �I r V re Q � Installer Address UType of Building Size Lot.- U_•.._.-Sq. feet Dwelling�No. of Bedroom��s--'�°� ............. ....................Expansion Attic ( ) Garbage Grinder (PY0 Other—Type of Building �'�(�1'�� No. of persons ............... Showers a YP g -------------- ------------•------------.P (/` ) — Cafeteria ( ) Otherfixtures -----------•-• ---••--•-----•---•------••••---•-••--••••-••-•----•-•••-•----•---••••--------••-•..............---- g ��.......................gallons per person per day. Total daily ftow__ U. ........................gallons. W Design Flow........ _. .. WSeptic Tank—Liquid capacity A�?gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.. ............... Total Length__.......... Total leaching area....................sq. ft. _..... Depth below inlet 7....... Total leaching area�d!.._....sq. ft. Seepage Pit No---------�..______. Diameter_.,_.__. Z Other Distribution box (L.-K Dosing tan ) a Percolation Test Results Performed b ...._._._ --- , ` �� Date..3-�. -_..7 .......__. Y r� ---------------- Test Pit No. 1....22_......minutes per inch Depth of Test Pit.................... Depth to groun wat .......... fZ4 Test Pit No..2................minutes per inch Depth of Test Pit.................... Depth to ground water.................... V -----•-... ........... ODescription of Soil--------_Q.- - •1 n......�... ` Ud �i� ------•---------------------- a �-- r ----------------------------- - --------. Y-Q-...-----------•--------•-----------------------------------......----•------•-----------. (ra U Nature of Repairs or Alterations—Answer when applicable._.............................................................................................. •--------------------•-------------------------------------------------------------•----•-•--.......----•----------------------------------------------•--------------------------------......-•---•. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by e bo d of health. Sig d :-- .....- 7 �/ ... to Application Approved BY ................... l_z _ - -------•--- D to Application Disapproved for the following reasons:...................................................................--------------............................. -------------•-•-•------...............-----...--•-•----••---•--.-•-- -•-••----••-•-------•--------••--•-------•. •--•---••-••-•----......--- Date 7 Permit No.................•----••---•-•....-••-••---------••---•. Issued.-->�� ���� � ------••--- Date No----------------_.... . Fps.............................. THE COMMONWEALTH OF MASSACHUSETTS 0. BOARD FHA H ................ .....OF....... ................................................................................ Appliration f0' r-Uhipmal Works Tonstrurtivit Frrmit Application is hereby made f& a Permit to Construct or Repair an Individual Sewage Disposal S y r at: 717 UAO 4.4a7 - ` 1�1 t� ............. cu 7 .71......... --------------------- ---------------------- L1,2ve-,*r s Ro................ ----- ------------------------------------------------------------------------------------------------- Ins tal le r Address Type of Buildin Size Lot.....V....................Sq. fe t U W —No. of Bedroo .................. D 'elting Expansi Attic Garbage Grinder '_l Other,77-T I -------- persons. O! C14 _yp Building ............................ No. of p ons............................ Showers Cafeteria Other-fixtures -------------------------------------Ir'.;--------------------------------------------------------- 'person i Design-'kFlow...... ............. gallons per rs�i on per day. -Total daily flow-,; .........................gallons. 9 Septic Tank—Liquid capacit . ......gallons Length.,.............. Width._....... .... Diameter._._......_..._. Depth.....__.....___. Z DisposaikTrench—Np...................... Width. - ------ Total Length......... ....:A,. Total leaching area.._ sq. f t. ir . W'�' 45... 7--------- Seepage Pit No...... --------- -------------------- Depth �b inlet.................... Total leaching areP.... - sq. ft. . 019 Z Other Distribution box Dosing ...tv Percolation Test Results Date..3� .. .............. Performed by. ----------------------------- I -_ ---------- Depth of Teg�Pit.................... Depth. t6 grou d wa �4 Test Pit No. I--- minutes per inch" ........... (14 Test Pit No. 2................minutes per inch Depth ofT�Jt Pit.................... Depth to ground water...___..............._.. ....... ..... ........................................................................................ ---------- ......... 0 Description of;So1l....... ---------------------------------------*---------------------- ---------------- ----------- ............... .. ..........7,11.................................................................................................................... ---------------*--------- 71- ------------ 7 -------------------------------------------------.................. .........t............................................................................................ ......................... U Nature of Repairs or Altefaii'(oii—Ans6er .when.applicable................................................................................................ .................................................................................................. .................................................................................................... Agreement: The undersigned agrees fb install' the aforede'scribed Individual Sewage Disposal System in accordance with the provisions of T I TIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in K operation until a Certificate of Compliance`'has been ishued b -he b70K d of ficalth. J, Ig . ......... ............................................................. ... .. ................. S, I"/510y Application Approved B ........... ................. .................. ....................................... y------- ...... - --------------/� ar Date Application Disapprovied for the fo�1q giving,,reasoAi-..:z.......................................................................................................... .......................................................... -------------------- ---------------------------------------------------------------------------------------------------------------- Date Permit No. -••--••------ ............. Issued..................................................... Date �. .TA COMMONW<H OF MASSACHUSETTS BOARD' Q HEALT OF................................................................................... At TH IS: CERTIFY, That the Individual D4osal System constructed or Repaired X FAV. ...........by...... .... ........................ ---- . . ....................I- --- ------------------- ,r Install' .......................y .......... at ...i�.. ........ .................... ............................ has been instilled in accordance`wi the provisions of T e State Sanitary J�o,��ayje,� in the Ire O application for Disposal Works,CqAtuction Permit No_____------------------------------------ dated....._ .__ ....................... ...... 'N THE ISSUANCE OF TI115�CERTIFWATE SHALL NOT BE CONSTRUED AS A GUARANTEE THOTHE SYSTEM WILL FUNCTION,'14ATILSM CITORY. DATE.... ...........Z Inspector ..............................................------------................................................. ............... I spector... THE COMMONWEALTH OF MASSACHUSETTS BOARD 0)j HEALTH 19114�� ...... ...OF...... .4.....................s........ ............................. .2 No......................... FEE........................ witrudian "pandt 'ermissi P . .... ...........................................��•7 00*ereby granted. .............................. stru V i ewage st to, Con r RVa a In �.....-- atNo.... a................................................ �of ------------------. ..... s t ................ k as shown on the application for Disposal--Works Consiructio%,P t N ated........................................... ! �� .............. ....... .......... ......... r-- ---------------------- Board h -_�ea t" DATE...........................................................------------------- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS S1�.ICsI.����rL1MIL.`l - 3 731✓D1zvON� ._ 1`'�.� ��u, ' '--`'� �lv C�AfLb.af�1✓, !�-+,ZI aJt».FC, '-. P.r 'L� -_.���' �r - L;h&ILam! FLO\Ay : I%0 4 S • S3b G-p- 7. �EPT'1 G Tl t�11C = 3SO.r ISO % • 4-9 r7 6•-P D. / A i USA IOOb' {�/S.L t y ; � M - ' 'Dry rauc Ail/p, ,1�,l'SPaAL PIT - USE I000 15o s� >,< 2.S * CIS G.P.D. . .� .. � ,� ,~•.� (.tq BdfTONI AQEA= r=;O 4 { } } i r /�M'"1 SO Sim'. >< ► .o SO To 'VESIGIJ = 426 G,.RU. IOTA L. r->ILI L>,( Ftow S 33p 6.F?D. ' `r i '�: .: CL PMwC-DLQTIOU QOTE tri"i6i 1-miw* o¢ L": 611' SF � • Ad'A /Yin�A . � � 1 � � k 1 i (yo mt ALAN l - :j t f J �, + RICHAR o A. D V+/ �"-,�i' r i. BAXTER No.25048 ; No. jo �. A- 4 yo NAL TAT 17wv s sdo.o c-log. - o LOAN e "Ape IOab IIN •yI 5 r +.+ y SugSo} i ' t 4��PBC IW TANK } "; :INV. 1 � . q Lf i s -� LEACH r { 1- A FsT ' epI..5ai {'. -� '� i 1 3 ,` f f •r D WAS►aED STo"F_ 1 ` ! C-.SQTtr talD PI.oT ,,- t6CAT10" 0yA►.1►J15 /MASS 4o VJA-7 ¢. dp 1DATl✓ Q/c;l-ls I GGiZTIF�{ THAT THE �ov�1�l�T1o1.1 54-IO�u1J_ '' ' ' �M1`'•� ' 1-1i:4�t:�►�I . f0AAPLVG VJ ITIA TW` 'jID�_LI►-1� LOT ` &WV-> SE'T LZIAC1G k'C-4UjCGAAE&ATS .DF TNC -roww o= -$Ae�15TAFSL Jr �u V-T PL Ar 1J `3&97C6 , RCG1S f aZCD 1.Awo -5U2Vc`f01z9 TI-AI-S 0 LAW. .IS LiOT. ,2:AyC'C? Utt ; A." 05TF-iZV%L.LC o MrLSS. 1WS('�:J.►✓lGt<�1 i �iUK\/G\( � TIaC- fJFG'SI✓T'�i SI�GwLD ' '. ti•>r C L USG Ta Ur- TGZM�►J� to " *CAI r /1PPL-1 GAti1T /' _ r A i ——102—— EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE ROUTE 28 W EXISTING WATER SERVICE N I 19 TEST PIT EXISTING SEPTIC TANK rBENCHMARK LOCUS C•L, (TO REMAIN) LEGEND TOP OF TANK, EL.=98.92 Woy�and Rd 08 B INV.(OUT)=97.59f r°v BENCHMARK 3° 3 Top Conc./ Bulkhead EXISTING LEACH PIT Scl EXISTING S.A.S. EL.=101.56 (Assumed) FILLED & ABANDONED TO BE ABANDONEF T CONNECTED WITH RUN ` VALVE FOR FU TURE USE N 21°26'16" W __ \ 203.33' r_ STOCKADE FENCE x 9 ,48 _ LOCUS MAP + 99.36 'INSTALL BULL �' '�`IM TP-1 TP-2 RUN VALVE i O`I NOT TO SCALE GENERAL NOTES: 1 x 99,82 t I a 94 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 1. '".: ___ x 99•97 BOARD OF HEALTH AND THE DESIGN ENGINEER. o 99 28 1 1 O ' �� I^� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1•,.' J 1 1..:; 2.1 1,••::. .: •. :,J._�s=,:':�— � � ni OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL. RULES AND REGULATIONS. —310 CMR 15.405(1)(b): 101,56 DECK 1 1) A 9' variance, S.A.S. to cellar. wall, for an 11' setback. �` '} 1•.:� 0��/ I II x 9 ,42 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR -O O n' _ __ I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE • • _ 4 J DESIGN ENGINEER. 78O 99.74 x i Z 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 27 ss, N 1 a) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ ,3 m/ 1I �o :;:;` EXISTING ' i o 0o ENGINEER BEFORE CONSTRUCTION CONTINUES. \ 9 a HOUSE (#701) CART o (A 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. F _ O.F.=101.58t 0 T. y, .Q PORTI 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF N I - THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF m HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99,58 v 100,4�:.; 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. Cl- 100,05 100,56 8. THERE ARE NO WELLS WITHIN co LOT 1 150 OF THE PROPOSED S.A.S. o `1 WALK 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE "— 12 816 S.F. _,—�'i DIRECTED BY THE APPROVING AUTHORITIES. 1 99.86• 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 99. 17 .' PAVED ': : THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING DRIVEWAY. ::'..., CONSTRUCTION. 99.74.. .. 100.00 99 3 .. .. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS "+ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND OF ,ygs9 53.00' ( REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). scy N 21'26'16; W 12. AREAS INSPECTED BY,ANCERTIFIIPOUT ED SOILOEVALUATORBLE PRIOR TORIALS BACKFILLALL BE o PETER E �_ 99.41 edge of 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND McENTEE 9 99.62 CIVIL "' 99,61 pavement 99.29 � IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 35109 PARCEL ID: 271 -181 PITCH�'R ,S' TY�. 14 Y PROPOSED SEPTIC SYSTEM UPGRADE PLAN J 701 PITCHER'S WAY, HYANNIS, MA 1 l Prepared for: Cape Cod Septic Services, 350 Main St, W.Yormouth, MA 02673 OWNER OF RECORD Engineering by: SCALE DRAWN JOB. No. PLAN REFERENCE i MARTINI, PAULA & CESAR Engineering Works, Inc. 1"=20' P.T.M. 106-18 1 LAND COURT PLAN 3508 B 701 PITCHER'S WAY 9 HYANNIS, MA 02601 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. 2) CERTIFIED PLOT PLAN BY BAXTER & NYE, DATED 4/5/1978 (508) 477-5313 1/11/18 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED t FINISH GRADE SHALL NOT BE < EL: 96.7 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. DECK INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER EACH CHAMBER AND 29.7' l8S' T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS i ' EXISTING F.G. EL: 100.0t F.G. EL.=100.0E INSTALL RUN VALLVEL�F.G. EL: 100.0t Y w N LA m , /EX/STlN6 �o' HOUSE (#701) 1 I 1 L = 42' L 23' (MAX.) cn g� `�' T.O.F.=101.58E : ® S=1% (MIN.) p S=1% (MIN.) �� tij 1 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" N 6" DOUBLE WASHED STONE io"I JBMAFFLE 6 ®Baa12aaB (OR APPROVED FILTER FABRIC) 11.1' EXISTING 48" LIQUIDINV.=97.59t aaaaBaa ---3/4" TO 1-1/2" DOUBLE LEVEL 4' 4 8' 4' WASHED STONE ---23.9 GINV.=96.60 INV.=96.43 PROPOSED D—BOX EFFECTIVE WIDTH EXISTING SEPTIC TANK INV.=96.20 S.A.S. LAYOUT 3-500 GALLON LEACHING CHAMBERS -SURROUNDED WITH STONE AS SHOWN H-10 RATED NOTES: TOP CONC. ELEV.=97.0 BREAKOUT ELEV.=96.7 ®®®® ® ®®® 1) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=96.20 Am. GRADE ON A MECHANICALLY COMPACTED SIX aaaaB INCH CRUSHED STONE BASE, AS SPECIFIED IN aaaa H ®®®®®® ® ® ®®E3 33" 310 CMR 15.221(2). BOTTOM ELEV.--94.20 4' 3 x 8.5'=25.5', 4' � w ®®®®®® ® ® ®® ® 2,) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING N > ®�®®®® ® ® ®® 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL EFFECTIVE LENGTH = 33.' ? AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S.SHALL BE 36". NO GROUNDWATER, EL.=88.4 — 102" - SEPTIC SYSTEM PROFILE i N.T.S. 4" KNOCKOUT SOIL LOG 20" DIA. COVER / DATE: MAY 27, 2011 (REF. P#13,288 4" KNOCKOUT 4" KNOCKOUT 62" DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE, (SE�1542) 0 WITNESS: DAVID STANTON R.S. NUMBER OF BEDROOMS: 4 BEDROOMS HEALTH AGENT 4" KNOCKOUT SOIL TEXTURAL CLASS: CLASS I ELEy. TP— 1 DEPTH ELEy. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 99.4 A D„ 99.4 A 0" DAILY FLOW: 440 G.P.D. SANDY LOAM I SANDY LOAM 10YR 4/2 a 10YR 4/2 DESIGN FLOW: 440 G.P.D. 98'9 6" 98.9 B 6" 500 GALLON CAPACITY, H=10 LOADING B GARBAGE GRINDER: NO SANDY LOAM fi SANDY LOAM LEACHING AREA REQUIRED: (440) = 594.6 S.F. 10YR 5/8 1 10YR 5/8 CHAMBERS .74 96.4 36"C 1 C N.T.S.96.4 36" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY � PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS USE 3-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 5Y 6/4 3 2.SY 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2. I 701 PITCHER'S WAY, HYANNIS, MA SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 SF Prepared for: Cape Cod Septic Services, 350 Main St, W.Yarmouth, MA 02673 BOTTOM AREA: 12.8' x 33.5' = 428.8 SF Engineering b SCALE 9 9 Y� DRAWN JOB. N0. TOTAL AREA:..............................................................614.0 SF 88.4. 1 132" 88.4 132" Engineering Works, Inc. NTS P.T.M. 106-18 DESIGN FLOW PROVIDED: 0.74(614.0) = 454.3 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1/11/18 P.T.M. 2 of 2 --102-- EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE ROUTE 28 N/ EXISTING WATER SERVICE N ® TEST PIT r: $EXISTING SEPTIC TANK BENCHMARK LOCUS (TO REMAIN) LEGEND TOP OF TANK, EL.=98.92.• Woy�ond Rd 4,C,c IN V.(OUT)=97.59t V 36sO BENCHMARK 3� ae To Conc. Bulkhead EXISTING LEACH PIT N P r EL.=101.56 (Assumed) CONTRACTOR SHALL LOCATE, PUMP, FILL WITH SAND AND a . ABANDONED. 203.33' r STOCKADE FENCE x 9 ,48 � S o0 r N + 99.36 {� _ 33.5' _i�1 TP-2 LOT 1 �,--- �99. 8 I� L. `PROP' .;A -r••.r� 0I LOCUS MAP , APN 271 -181 N + 99,94 n �" O O I x 99.8z n NOT TO SCALE 12,816 S.F. I' 7 x 99,97 99,28 x I;` :��..+ '� GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH .AND THE DESIGN ENGINEER. �01 I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 101.56 DECK , x 9 .42 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. L.�_=_ ._ J 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 78 99.74 x v 11 z DESIGN ENGINEER. 7 OS ��;fi� p rn 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING \� S• EXISTING I� p C FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \`39'• \ + 100.10 HOUSE (#701) CAR, pp (,t ENGINEER BEFORE CONSTRUCTION CONTINUES. F T.O.F.=101.58f PORTS - 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.�o 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 100,05 I m 99,5g THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF x HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 100.56 �v 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. t�t�JS WALK TQ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS a -__--_ i AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �1 /AO(r__ 99,86• DIRECTED BY THE APPROVING AUTHORITIES. 99,77 �� PAVED 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �\ DRIVEWAY. ;_ ..... ,: .," :_ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 99.74.. Y'100.00 99, 3 .. . CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 53.00'ti; IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). OF M4ss9 N 21'26'16 W 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 99.41 edge 99,62 of ! 99,61 pavement INSPECTED BY A CERTIFIED SOIL EVALUATOR PRIOR TO BACKFILL. o PETER T. G� 99.29 I 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND g McENTEE IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. CIVIL N PITC E ',S' T/YAY N 35109 AoF R£GISTE�\� PROPOSED SEPTIC SYSTEM UPGRADE PLAN s/o 701 PITCHERS WAY, HYANNIS, MA l �2r Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02644 �N JJ OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. PLAN REFERENCE MARTINI, PAUHER S WAY ESAR Engineering Works, Inc. 1$'=20' P.T.M. 160-11 701 DATE NO. 12 West Crossfield Road, Forestdale, MA 02644 CHECKED SHEET 1) LAND COURT PLAN 3508 B HYANNIS, MA 02601 2 2) CERTIFIED PLOT PLAN BY BAXTER & NYE, DATED 4/5/1978 508 477-5313 6/3/1 1 P.T.M. 1 Of 4 F NOTE: TO PREVENT BREAKOUT, THE PROPOSED �. FINISH GRADE SHALL NOT BE < EL: "6.1 "' __ __33.5' ___-I FOR A DISTANCE OF 15' AROUND THE i I PERIMETER OF THE S.A.S. c,4 1 SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. t"i PROP. S.A. I INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER EACH CHAMBER AND --------------- 94.0' 6 T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6' OF GRADE: SET TO 3' OF F.G. TO 'SERVE AS INSPECTION PORTS `.7, EXISTING F.G. EL: 99.3f 48 r'0 �\58 DECK F.G. EL.=100.0t F.G. EL: 99.4t 0' •0, 1' L = 38' L = 23' (MAX.) i ��, 6�8• W ® S=1% (MIN.) 5=1% (MIN.) 2' LAYER OF 1/8" TO 1/2" EXISTING 4'SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE HOUSE (# CAR 6" # to"I a6 $ as (OR APPROVED FILTER FABRIC) ta" e' assess® T.O.F.=101.58f EXISTING 48' uOUID INV.=97.59t aaaaaa® -3/4- TO 1-1/2" DOUBLE PORT LEVEL INV=9600 4' 5.2' 4' WASHED STONE . . GAS BAFFLE INV.=95.83 PROPOSED D-BOX EFFECTIVE WIDTH = 13.2' EXISTING SEPTIC TANK INV.=95.60 S.A.S. LAYOUT 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED NOTES: TOP CONC. ELEV.=96.4 Al 1) D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT ELEV.=96.1 BBaB INV. ELEV.=95.60 aaaa rE3 ®® 0 Ea Ea ER E3 GRADE ON A MECHANICALLY COMPACTED SIX aaaaa aaBBa ®®®® ® ® ®® INCH CRUSHED STONE BASE, AS SPECIFIED IN ease eases I.- 33" BOTTOM ELEV.=93.60 X 310 CMR 15.221(2). 4' 3 X 8.5'=25.5' 4' C4 w ®®®® ® ® ®® 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING N z 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE PERVIOUS MATERIAL EFFECTIVE LENGTH = 33.5' — AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' (MIN.) ABOVE G.W. 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. LEACHING SYSTEM SECTION 102" SHALL BE 36". NO GROUNDWATER, EL.=88.4 = SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT SOIL LOG 20" DIA. COVER � DATE: MAY 27, 2011 (REF. P#13,288) 4" KNOCKOUT 4" KNOCKOUT 62" DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE, (SE 1542) 0 WITNESS: DAVID STANTON R.S. HEALTH AGENT 4" KNOCKOUT NUMBER OF BEDROOMS: 4 BEDROOMS ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN 99.4 A 0'' 99.4 A 0" DAILY FLOW: 440 G.P.D. SANDY LOAM SANDY LOAM 98 9 10YR 4/2 6 98 9 10YR 4/2 DESIGN FLOW: 440 G.P.D. 6„ 500 GALLON CAPACITY, H-10 LOADING GARBAGE GRINDER: NO BSANDY LOAM t BSANDY LOAM LEACHING AREA REQUIRED: (440) = 594.6 S.F. 10YR 5/8 10YR 5/8 CHAMBERS 74 96.4 36" 96.4 36" N.T.S. EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C C PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS USE 3-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2.5Y 6/4 2.5Y 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 7O1 PITCHERS WAY, HYANNIS, MA SIDEWALL AREA: 2(13.2' + 33.5') X 2 = 186.8 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02644 BOTTOM AREA: 13.2' x 33.5' = 442.2 S.F. Engineering by: SCALE DRAWN JOB. NO. ITS P.T.M. 160-11 TOTAL AREA:..............................................................629.0 S.F. 88.4 132',' 88.4 132' Engineering Works, Inc.I DESIGN FLOW PROVIDED: 0.74 629.0 = NO GROUNDWATER PERC RATE: <2 MINJIN. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. ( ) 465.5 G.P.D.G. (508) 477-5313 6/3/11 P.T.M. 2 of 2