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HomeMy WebLinkAbout0323 COMPASS CIRCLE - Health 4 323 Compass Circle. A r 3~ H a1111IS AN RN UPC 17734 (@- a llo® �4 o�ae Q3 I-. IF "f� . �- .- � .. _ ftN a, l I - ' f 1 ., I. 1. ,•1• .� N. al�I 1 r•I I r. r t 4 •j .Y .I, A L j ; T aj I 4 , ', , ., . :. , l ,. . .0 i :� / t FI. _ - �,. �' t 'd s .. y 1 1 f I L 1 1 I.. *'. Jy 1 1 t, t I 4 7 :'f 11 I . I - 1 S 'I 1 11 `, 'I _ i . - . _ . . . �. -: t 1 a.' 1 Y n 4 ,� t , 1 -i. f t H . ,- _ - . y .•�. 1 1 i , I. a t, - ' r ', .,L j'. 1 1, ' "r • , . - i . F . L' j ,'' . • 111 v -�` ?, : r II r G ` I.•, j 1 f - . . .. d , , . . ' k.. _ • . . . ' . •I } .t - _ ' . . - , I . • 1, I � - . TOWN OF BARNSTABLE �OCATION 37-3 SEWAGE ILLAGE C/�,vvwl S ASSESSOR'S MAP&PARCEL h STALLERS NAME&PHONE NO---,—D d SEPTIC TANK CAPACITY 5-1-w.k k 006 5—&-04- C— LEACHING FACILITY: (type) fr-'k o�c�J`J�✓�- (size): l0f r i, NO.OF BEDROOMS e OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or 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 L7 le LC? t �OKT OL No. Fee_IQ2 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpprication for Mooal *p6tem Con.5truction J)erm t Application for a Permit to Construct O RepairX Upgrade O Abandon O ❑ Complete System XIndividual Components Location Address or Lot No. 323 <!t'r-,'QCES S C,1Q, Owner's Naive,Address,and Tel.No. H1i°AaN�s, 1v1A ���sTO�Je 'i7�A� Assessor's Map/parcel 3)b �t} 3 4 €jgtvt Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. too -53%0 539~ SI�tF, Type of Building: Dwelling No.of Bedrooms Z Lot Size sq.ft. Garbage Grinder (Ajlp, Other Type of Building `©� No.of Persons Showers( ) Cafeteria( ) Other Fixtures �At? `2�r k\TCt\€Ni►.1 iC Design Flow(min.required) gpd Design flow provided Jc3 f a gpd Plan Date (p po qg Number of sheets I Revision Date Title �C Size of Septic Tank C11 Type of S.A.S. ~j L'T(L A�PS Description of Soil f O , X 331 X 10 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 Ifitle 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this oard of jqealth. R Signe ate _ Application Approved by ate VW Application Disapproved by: Date for the following reasons Permit No. Date Issued Y , �C� /JJ/ ✓ No. lV/ Fee 3 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF_BARNS`TABLE; MASSACHUSETTS Yes ;.. ZIppYtcatton for Mtgpont �&pAtemc Cowkructton Permit Application for a Permit to Construct O Repairx Upgrade( ) Abandon( ) ❑Complete Systemxlndividual Components Location Address or Lot No. 3 Z 3 (IrvQaS S C,,2. Owner's Name,Address,and Tel.No. 14YAtw%S 1 MA �'a+�5r�,.3� 711:41: r Assessor's Map/Parcel 310 Installer's Name,Address,and Tel.No. D"esignerjls. ame�Address and Tel.No. r �1. ctS spp3o C �� w i' �rJ tJ• 5 ev�a� Type of Building: Dwelling No.of Bedrooms Lot Size O�C)69 sq.ft. Garbage Grinder (ql):� Other Type of Building Hone No.of Persons Showers( ) Cafeteria( ) Other Fiktures L40R-M2y , Kyre ►1;.N S►�.lk Design Flow(min.required) gpd Design flow provided 331• a gpd Plan Date (01 QO I ou Number of sheets � Revision Date Title Size of Septic Tank 0,1 Type of S.A.S. Jc- /N F t 1_t'(2 A-n PS Description of Soil .p M r o f X 310 X 11 j Nature of Repairs or Alterations(Answer when applicable) b 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 14itle 5 of the Environmenta Code and not to place the system in operation until a Certificate of Compliance hits'beYen issued by this oard of e lth. Signer, UA&L17 ® Date Application Approved by �[9 I /,.l�l� J \ ate 12 VY Application Disapproved by: ( / 1 Dafe\ for the following reasons All) A Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Eertificate of Compliance THIS IS TO CERTIFY(that the On-site Sew ge Dispo al System Constructed ( ) Repaired ( ) Upgraded (x) Abandoned( )by � at f 325 t r G� �� �.l Ahaseen�construct d i a�ordance with the provisions f Title 5 and the for Disposal System Construction Permit ated Installer I,Ci l� DesignerI� Lf #bedrooms Approved design ow v"a gpd r The issuance of this permit�At le,construed as a guarantee that the system will functi m ed. Date Inspector ——— — ———'—————————————————————————————-—— No. �M(4017�9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=tgpo.5a1 ,p!6tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) r System located at _3Z-3 0AW 190 2 ,, V P , l/1' t I and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Con ction ust be completed within three years of the date of li ffpe . Date Approved by 09/25/2018 00:03 FAX Q 001/001 Town of Barnstable Regulatory Services Thomas F. Geller, Director ' public Health Division Thomas McKean,Director 200 Main-Streat,$yannis,MA 02601 Office; 09-862-#G44 Fax: SOS-790-6304 Aga r&Desi®er C� on Form Date: 6-29-06 Designer: Slta Environmental S Installer: Robert Septic 89LMces Address: LO. Box 627 j✓as ,Falmouth _ Address: 5 TrenIgn Stre t MA 0253.E anmout L MAOn ems— —- R (installeAW Sr) was issued a permit to install a (date) (' ) septic system at 32 ircle M based on a design drawn by (address) shay Environmental Services, Inc dared 611 (designer) XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than I 0' 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. CARMEN E. is Si $ SHAY N No.1181 a QFG1$YfG�rc sANi7A�«'� signer's Signature) (Affix esigner's tamp ere) ASE RETURN TO BARNSTAIRLE -PT TAT.Tr HIP ATTU D ON. TIFI TE OF O LIAN N IS OR M A LTC RE Y BARN A Y PMAI�, D VISI Q:Health/Septio/Dcsiper Certifladon Form Town of Barnstable P# Z 3 3 Department of Regulatory Services : Public Health Division Date ram W2V. 200 Main Street,Hyannis MA 02601 rFD MKt� f t;� Date Scheduled [ls Time / Fee Pd. Soil Suitability Assessment for Se a Dis psal PSI Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address c4y�n?c.is GHQ,. Owner's Name i A- �Y(A Address 3Z3 ��QUnSS CjiZ Assessor'sMap/Parcel: Q 4Sd� Engineer's Name �►►q'? L�U �Q�C'�� NEW CONSTRUC17ON REPAIR Telephone#. S 3q --+%(o Land Use 1?05 (T®a, Slopes(%) Surface Stones Distances from: Open Water Body tt Possible Wet Areaft Drinking Water Well AL—ft Drainage Way 1J A — ft "erty Line �aJ e ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands�n proximity to holes) 7w I- Parent material(geologic) �,� � 4 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: ] Weeping from Pit Nee TG F � Estimated Seasonal High Groundwater � SgV6 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used Depth Observed standing in obs.hole: `1n. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft• W el Index Well# Reading Date: Index Well level,_._-_,,,s..,, A�,thetar,,,,q,,,..1. Adj.Groundwater Level'— PERCOLATION TEST Date e? Tltne /®'•moo Observat ion r, e# 71me at 4" Hole Depth of Perc 4 _ Time at 6" bt 16 Start Pre-soak Time® a 'lime(V-61 N irk End Pre-soak 1D'•�` Z MPD Rate MinJlnch Site Suitability Assessment: Site Passed Sitc,Failed: Additional Testing Needed(Y/IV) Original: Public Health Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEM0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture :Sdil Color Soil Surface(in.) (USDA) (Munsell) MottlingOther (Structure,Stones;Boulders. it gravel) joy ��-g� �-C �•S i �' °7o bJ�lt: c O r Loo9C By_13a SYe �5 o c DEEP OBSERVATION HOLE LOG 'Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. ® _ `Y0 gNa LS 14 Ca AA O Gs) 457 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Surface(in.) (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. itGravel) s DEEP OBSERVATION HOLE LOG Hole# r4 Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other ) m (USDA (Munsell) Mottling (Structure,Sioaes;Boulders. Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500Ye boundary No Yes Within 100 year flood boundary No_L/1" Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certt_ ification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required e9 red tratr=ex and e ri c described in 310 CMR 15.017. Signature Date (Qa Q:1.SEPMCIPERCFORM.DOC I i 2Z� r� -_. . . ...... .. ... . . - f� Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection William F.Weld Trudy Cox• GOWMW Argeo Paul Cellucci David B.Struhs u.Governor Commselorwr SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A. CERTIFICATIONAl Property Address: <~ C _- Address of Date of Inspection: lL 2.1 jP 7 (If different) - rah . Name of Inspector. /vlo�Lcti Aj y411 9s P 19� Compan Name,Address and Telephonetuber. s 8 IAI a Z 3 CERTIFICATION STATEMEkT I certify that I have personally inspected the sewage disposal system at this address and that the information repo 'owE a to and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper lion and maintenance of on-site sewage disposal systems. The system: ' _VPasses _ Conditionally Passes _ Needs Fury a Evaluation By-the Local Approving Authority _ Fails Inspector's Signature: Date: j� The System Inspector shall mit a oopy of this inspection report to the Approving Authority within thirty(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"th_e report to the appropriate regional office of the Departt►ent of Environmental Protection. The original should be sent to the system owner and cL pies sent to the buyer, if applicable and the approving authority. f, INSPECTION SUMMARY: f. Check A,B, C,or D: , A) SYSTEM PASSES: yI have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. ! Any failure criteria not r aluaied are indicated below. B) SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not) The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exfrltration,.or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a ponforming septic tank as approved by the Board of Health, (revised 11/03/95) 1 One Winter Street • Boston,Massachusetts 02108 • FAX(617)866.1049 • Telephone(617)292-UW C.9 Printed on Recyckd P.;., SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: Owner. Date of Inspection: Bl SYSTEM CONDITIONALLY PASSES continued) Sewage backup or breakouor high static water level observed is 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 the Board of Health): broken pipe(&)are replaced obstruction is removed distrib\oa box is levelled or replaced The system required pumping more than four times a year.due to broken or o cted pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipes)are replaced obstruction '�removed EVALUATION IS REQUIRED BY T7' bard HEALTH: C) FURTHER EV Health in order to determine if the m is failing to protect the Conditions exist.which require further evaluati of Heal system public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH D INES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT ,E PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within,5�0(feet of a surface water Cesspool or privy is witlua/50 feet of a bordering vegeta wetland or a salt marsh. Z) SYSTEM WILL FAIL UNLE- THE BOARD OF HEALTH PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A NER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND'THE ENVIRONMENT: _ The system m aseptic tank and soil absorption system an\iwithin 100 feet to a surface water supply or tributary to a surface J}�° ter supply. The ey6tem has a septic tank and soil absorption system anthin a Zone I of a public water supply well. _ Thyjsystem has a septic tank and soil absorption system and is thin 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and is 1 than 100 feet but 50 feet or more from a private water supply well,unless a-well water analysis for coliform bacteria and tile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia n and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER (revised 11/03/95) 2 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address Owner. Date of Inspection: . DJ SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined 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. ( Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding,\of\e,\went to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or--clogged SAS or cesspool _ Liquid depth in cesspool is less than 6"below invert or available vol e'ishan 1/2 day flow. Required pumping more than 4 tu\Im, the last year NO ue to clogged or obstructed pipe(s). Number of times pumped, Any portion of the Soil Absorption pool or privy is below the high groundwater elevation: _ Any portion of a cesspool or privy is 1 hin 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or pri�within a Zone I of a public well. Any portion of a ceae 1 or privy is within 50 feet of a private water supply well. Any portion of/cemwpool or privy is less than100 feet but greater than 50 feet from a private water supply well with no Ill has been analyzed to be acceptable,attach copy of well water analysis for acceptable/tier qu#hty analysis. If the w coliform bacteria,volatile organic compound,ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: The f owing criteria apply toJlarge systems in addition to the criteria above: system serves a facility with a design flow of.10,000 gdi or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking ter supply the system it.within 200 feet of a tributary to a surface drinking water supply the system is located is a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into`full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for ftuther information.. (revised 11/03/95) S SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Address: Pro Ad Opener. Date of Inspection: 12. 2 j _. Check if the following have been done: y Pumping information was requested of the owner, occupant, and Board of Health. `None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. vi4s built plans have been obtained and examined. Note if they are not available with N/A. _The facility or dwelling was inspected for signs of sewage back-up. e system does not receive non-sanitary or industrial waste flow LI/The site was inspected for signs of breakout. All system components,excluding the Soil Absorption System, have been located on the site. l/The septic tank manholes-were uncovered, opened, and the interior of the septic tank was inspected for condition of babes or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. ` The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. _"'The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: ?j Owner. Date of Inspection: FLOW CONDITIONS RESIDENTIAL• Design flow: U one Number of bedrooms: -3 Number of current residents: Garbage grinder(yes or no):�Zt Laundry connected to system(yes or no): Seasonal use(yes or no):LI/� Water meter readings,if available: Last date of occupancy:-1= COMMERCIAL/INDUSTRIAL- Type of establishment: Design flow:_geMons/day Grease trap present: (yes or no) Industrial Waste Holding p ent:'(yes or no)_; system _ Non-sanitary waste discharged to the Title 5 :'(yes or no)_ Water meter readings,if available: Last date of occupancy: OTHER:(Describe) Last date of-accupancy: GENERAL INFORMATION : PUMPING RECORDS and source of informatiyn—. System pumped as part of inspection: (yes or no)_&E� If yes,volume pumped: gallons Reason for pumping: TYPFj O�TEM Septic tanVdistribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yea,attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components,date installed(if lmown)and source of information: -F 7 Sewage odors detected when arriving at the site:(yes or no)'v (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C . SYSTEM INFORMATION(oontinued) Property Address: Owner. Date of Inspection: j,Z- - 2 i SEPTIC TANK:_ (locate on site plan) Depth below grade:-22% Material of construction:(_Oencrete_metal_FRP_other(e:plain) Dimensions: R 7 x 'e/ Sludge depth: -2=G-- Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness:_ -/ Distance from top of scum to top of outlet tee or baffle: _ Distance from bottc;n of scum to bottom,of outlet tee or baffle: y Comments: (recommendation for pumping,�'tion of inlet and outlet tees r baffles, depth of li 'd level in relation to outlet invert, st ctural integrity, evidence of GREASE TRAP:_ (locate on site plan) Depth below grade: Material of construction: _concrete_metal_FRP_other(ezplain) Dimensions: `"- Scum thickness: Distance from top of scum to top of outlet r baffle: Distance from bottom of scum to bo of outlet tee or baffle: Comments: , (recommendation pumping, condition of inlet and outlet tees or baffles, depth of liquid level in refs ' to outlet invert,structural integrity, evidence of etc.) (revised 11/03/95) 6 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4 V1 ` LJ Owner. Date of Inspection: TIGHT OR HOLDING TANK:_ (Iocate on site plan) x Depth below grade: Material of constru oa: 0oncrete._metal_FRP—other(explain) Dimensions: Capacity: callona Design flow: gallons/day Alarm level: 4 ' Comments: (condition of inlet tee,condi io of alarm and float switchee�eu.) DISTRIBUTION BOX_L } (locate on site plan) Depth of liquid level above outlet invert: C� G Comments: y (note if level and distnibution is evidence of solids carryover,evidence of leakage into or out of box, PUMP CHAMBER: (locate on site plan) Pumps in working order:(yes or no) . Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued). Property Address `3 G �G ✓�.20 Owner. Date of Inspection: SOIL ABSORPTION SYSTEM (SAS):_ : (locate on site plan,if possible;excavation not required, but may be approximated by non-intrusive methods) If not determined to be present,explain: leaching pits, number:L% d�U ✓VgJ�- _ leaching chambers, number— leaching galleries,number; leaching trenches,number,length: leaching fields,number, dimensions: overflow cesspool,number: ` Commen . (note condition Qf soil, gigns f by c fail level of pondij con ' 'on of vegetation cJ CESSPOOLS: (locate on site plan) - s Number and configuration: Depth-top of liquid to role vert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool Materials of construction: Indication of groundwater: --- inflow(cesspool must be pumped as part of ion) 3•.fit i ti-•:� ,.,.... e--. _ Comments: (note condition of soil, signs o draulic failure, level of pon ' condition of vegetation,etc.) 4 PRIVY: (locate on site p Materials of nstruction: Dimensions: Depth of 'ds: Commen :(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etcJ (revised 11/03/95) 8 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued). Property Address: 3 Owner: Date of Inspection: (,Z --2-1 _ `3 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 110' 4e A B - c = 2:5 - i� DEPTH TO GROUNDWATER Depth to groundwater: l _feet method of determination or approximation: (revised 8/15/95) 9 L.0 AT OM SEWAGE PE MIT "IQ. 729L. f LZ Y f L L A G E I N S T A LLER'S NAME A ADDR ;S'S 42 D U I L D E It OR 0 HER DATE PERMIT ISSUED DAT E C 0 M P L I A N C E ISSUED �I 0.1 No...........f_ ..� Fz�$.. ..!.... COMMONWEALTH OF MASSACHUSETTS BOAR® PF HEALTH .....OF... ....... lsr��.. G `............. -re .........Appliration for Map.aii al Works Tumitraurtion Prrutit Application is hereby made for a Permit to Construct ( }..or Repair ( ) an Individual Sewage Disposal System at: ---. Le ion. dress ����G� Co� - — -•---•......•..................... ............. ............... ...-- ......... caner ..............................•Address Installer Address Type of Building Size Lot.,/. /..Pa-19----:Sq. feet ., Dwelling—No. of Bedrooms.. ........... ..........................Expansion Attic ( ) Garbage Grinder ( ) pa, Other—Type of Building .. ... . ............ No. of persons......&................ Showers (/ ) — Cafeteria ( ) a Other fix4ares -•--•-----•----•----•------------- . W Design Flow......e� ...............................gallons per person per ay. Total daily flow.__..2-3 0......................gallons. WSeptic Tank—Liquid'capacity�, Vgallons Length_..��F/...._ Width._/��...... Diameter................ Depth................ x Disposal Trench—�No Width.................... Total Length.................... Total leaching area. /.....sq. ft. Seepage Pit No...il-I...... Diameter____________________ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box bf ) Dosing tank ( ) �/ Percolation Test Results Performed by. ! ......... Date....Z-01011 ./ � as Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water. �.��.. Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �, i O Description of Soil-- x p �,----- ...........................• ............................... x .........................................................•.............................................................................................................................................. 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 TIT i Z 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has�beenued by th b and of health.Signed_ .. ... . ----.. -- ate Application Approved By............ ..'(.._...._._..----------------------...--••----------------------•------••• =•--•---- --- -S!_.. Date Application Disapproved fort following reasons---------------••----•-••-------•----------------------------•-•-•-------•-----------------------.......----•-••- ..............•-•---••-------------........--•--•--•-------------------------------.......-•---------•------------------•-------•--------------------------------------- ............................... Date PermitNo..---..... .. .............................. Issued-........................................................ Date No.............. Fmc...e :....... .. THE COMMONWEALTH OF MASSACHUSETTS SOAR® C, F HEALTH f�1�.!,�.�........I........O F.... .. ........ Applira#ion for Diopooal Works Tonotrurtion Frrutit Application,is hereby made for a Permit to Construct ( 7' -or Repair ( ) an Individual Sewage Disposal System at: ........ -- - -.................... ....._............. - ..__...... ----------- .,---- •-.---- --------- ---.-.....--•• -------•--•-- -Lo�ion•Address �e �j� - o t o. f ner Address a ....... ................ ....._..__. Installer Address Type of Building Size Lot,/lr_04 9----Sq. feet Dwelling—No. of Bedrooms._,......... ..........................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ._... No. of persons ��--------------- Showers ( f`) — Cafeteria ( ) 04 Other_fixtures ----------------------•.............-•-•--•--••.....•.---••-•••.....--•-------•--•-............•---•--_.... W Design Flow......✓. 5............................gallons per person p�day. Total daily flow......:-'................................gallons. X WSeptic Tank—Liquid capacity Length................ Width..� ..... Diameter._-_____........ Depth................ x Disposal Trench—No. Width.................... Total Length.................... Total leaching area_. _-V _.f....sq. ft. Seepage Pit No.._. _ .._. Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box O Dosing tank ( ) `"' Percolation Test Results Performed by. ?j '.!�:L-' .✓fir ......... Date..... `� !! � a ----•-• --- - Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water..e! f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .------.---- �'.............................••-••-...Z----- •-•-----.•-•-- O Descri Description of Soil-•••s� � l�: ..-----_ • _ -�9� -- 1 .� -••--• % `r ..�.............................. V ---------------------------------------- W UNature of Repairs or Alterations—Answer when applicable.............................................................._.................._.._...._...... ...............................•••----•------•----•------•-----------••--•......................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT`.' 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ed by the°board of health. r� g -� ........... • . ...... Date........ ]Sate 7 ; I Application Approved BY ?'~. '--•-- •-------•.................... -•-------• Date Application Disapproved for th "following reasons:............................................................................................ a.t.e............- -•-------------------------------•-------•••-•-••.••----------••••-------......._•--•-•-••--•------....--------•--•--•.......----------------------••••-•----•-----------•---------•••--•--•--------.--- Date PermitNo............ :. "-------------------_------- Issued..................................................... Date TH-E COMMONWEALTH OF MASSACHUSETTS BOARD OF HE'ALT ....................................O F...... ....................:...... ................................. i ; t��r Trrtif iratr of Tontplianrr THIS =S TO CE Z , FY hat th- Individual Sewage Disposal System constructed ( ) or Repaired ( ) by . / %' t r r ,/�� /? I uer at__.._.�?`�1: .........................�Ji ----•--------•---••--••---------------•----••-•-----------•---......----------....----------- has been installed in accordance v6th the provisions of TITLE r of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.......` """.................... I dated__..___- ' ' -.,..._....._........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................•----••-•--------...---.......-----•-----•-••---... Inspector.................................................................................... 8 r Aro THE COMMONWEALTH.�OF;SMASSACHUSETTS q BOARD OF HEAL H J ` ................:OF....... ................. ... ................................ -- �* ... f No.......1:.........--•-•• FEE. ................... disposal Pork o . ,fir ion 4 �ermil Permission is hereby granted.. ....--- •-'!`! .............•••-•------•...----..............---...... to Constructer�( or Repair ) i Ipdividual a =age 4 isposal System atNo......G' ' .Gf/_ /` .�•1` ----•--•--------------- , �- ---•-----•--.....--••-----•-•-••---.....-•----••--••----....--•- t"Feet as showntOn the application for Disposal Works Construction Permit No....... r....._ Dated.....�"* �'.... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS._ ; i f t I ' V Ffer[a1'• � _ J F/NiSH GPoD�•4'71C � r- FIN4SN GQAL7E ��AiS+/ G1lADLr _._. . I - -- � pv6R Ti4 NK = ��� O✓Ei2 �iT r Q{x� � To OF Fd,J qo ' __`T • f���v.��iiJ��\iyT/1k1S7�a,,�Wl1X�tiyG���YU. 7T c1TF - . d n� _� 4 / cvsiEeE I � �tcFiGG ry 4 Ec . . CELi-A fZ fL �e ✓ �. i /oo0 6q1• t a o T b ` 3 j Pt5ox 1 c Busy a s7-,oV4r o 1 fo o a c �_ J��31�,�`/�/ll�iF"�rJ` 1. ;� 4�7�•�t o Ia• sift' . /voT ra 1 LE ACh'l�V j DES� G,J1/ CR/ TE'R!A GAL, F.E. D.Q y _ �_ -- •..�. y t1 L} lzc, L [� MArE ' r---LoYID, I. a 13UI\ GI RS ,, S IA>rTtC�, r� L r F_ C . PAT 1� !C_ A. /�. ��'EC IA,1_•T1 LEACNiNG "Wew �' +r .1-�"t� t S L_ ArC A 1 S ( 3-7.7. 4 2-7 V1;- A, 4Z 7 6-9'-;�D PEFs. o , f- o00�AL,7H N ` _ Ef?x T__ ` izxP ------ ice.o YeVr P,r, c UW ELL Ili ►J G 4 T` I AL S U r3 ! III moo ; It I/Y`• �Tom', i' / � �'� AA ►} M� fi t I f Lam" 2tx� � rLl c ui� rr ;�. � ►� c-�vN Y ��t--u �',E'J,�-'D�'�_�...1�=u✓°�GE �J/S�'Q�S,9L SJ�'ST�,1� ecc rED gyi_.. , INC Of C,U GROSSM 10' min. tram 'NOTE ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Dam TI sox SHALLi1 R 1 SECTION A A ALL aunET PM FRan,,,E 1 PROFILE VIEW OF ADDITION TO LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT. t2' CONCREIE COVER Existing Foundation """�� to septic tank D-Box cover must bs I Septic tank cwmm must be 6 in. of f6dehed grade ,r-_ j r • ', ;. T.O.F. elev. 100.00 within 8 In. of Shed grade 3" of 1/6" - 1/2' Mashed Peoston 3-b'OUTLET ` s • //T\ Grade over Sepik Twit-98.00 Drwde over D-Bon-98.00 over SAS- 98.00 IalOCK0U,5 4 /- /-�°de 3/4" to 1 1/2 " washed (kushed 5t . // // as' auTu r ,2' MET (t �_.< ""� r,��•( ► S a 0.02 3 HOLE 4"PVC(CAPPED)MSPECTl0f1 PORT TO BE : d• 8' n^'�' "• �Tj�+ Top OF System-ENV.�9S2b lLSfALLED AND TO BE IN1H9N 8'OF GRADE S�O.Of ar 9*•ater (H-10)DIST BOX 3'Mmdrresn Cover E 0"EMeeiM Depth 4h OUST.PPE n 16' EXIST. 1,000 GA Ss O10' toot + PLAN SECTION CROSS-SECTION FROM FoufHnAT>nt °° SEPTIC TANK /I H-10 n v�i b' 0.83' (10 inches) ooNCREtE FULL FOUNDA loN > •••rr + .r ,0 5 Units 2 6.25' = 30' f O E W 3' 3' .1 w t� \ "i�V U e . ".--•-r�f �r l "I 3 HOLE H-10 DISTRIBUTION BOX 2 j J N r 31.25 SYSTEM PROFILE ' t °~"'"0 0 37.25 NOT TO SCALE 4f`'""• Not to Scab o 0 3.5' 3�� 3.5' Effective Length er.,.w. • +�%\ �\ • c < Effect vat, "a GENERAL ABSORPTION SYSTEM (SAS) GENERAL NOTES 6 Kof 3le-t ,/2•' -% INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN oa NOTE- ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE npacted stone o ma 1. Contractor is responsible for Digsafe notification, Verification of Utilities L? BenO11 °f T°'t++01•+ '� (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. Groundwater Observed- NOW OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" 2. The septic tank an distribution box shall be set /EFFECTIVE HEIGHT IS 10' level on 6" of 3/4 -1 1/2 stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. PERCOLATION TEST 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. Date of Percolation Test: DUNE 20, 2006 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DONALD DESMARAIS (Barnstable B.O.H.) EXCAVATOR: Shay Env. Svcs. 6. If, during installation the contractor encounters any Percolation Rate: Less Than 2 MPI A 40" soil conditions or site conditions that are different from those shown on the soil log or in our design Test Hole Test Hole installation must halt do immediate notification be No. 1 N0, 2 made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. septic system unless noted as H-20 septic components. 0 98.00 0 98.00 PROJECT BENCH MARK 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Sandy Loam Sandy Loam TOP OF FOUNDATION to 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. ELEV. = 100.00 (Assumed) 10. All solid piping, tees do fittings shall be 4" diameter 10 YR 3/2 10 YR 3/2 � P P 9• 9 0"-12' M 97.00 0'-tY A 97.00 Schedule 40 NSF PVC pipes with water tight joints. sandy Sand 139.23' �� 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loam PL Loam 1 ' � Properties Within 150 Feet. D-Box ,o YR 3/6 to YR s/b l EXIST. 1,000 GAL. t\ IY- 40" 8s 94.67 12"- 40" 9, 94.67 �. THE PROPERTY LINES ARE APPROXIMATE AND Medium/Coarse Medium/Coarse �� pp SEPTIC TANK COMPILED FROM THE SURVEY PLAN GENERATED BY "1 NORMAN GROSSMAN, RLS OF HYANNIS,' MA 2 01 Y/4 Sand `\` Failed C--- J ENTITLED "CERTIFIED PLOT PLAN OF LOT 48A COMPASS CIRCLE, HYANNIS,MA 2.S Y 7/4 - . C, 9L00 `�? Sr, Leach Plt ; DATED MARCH 30, 1969, "- G 9t.0o �" AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN t $edium anal Medium `` ,t- Y� T ®HOLE 1 �t IT SHOULD BE USED FOR NO PURPOSE OTHER THAN f • '.. THE SEPTIC SYSTEM INSTALLATION. 15 Y 8/b 2.8 Y 8/6 -r„ ELEV.= 98.00 84*- 132r. 87.00 ._ 1 G 87.00 �\ _ EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE ``` J�"• 8 BE \`� FROM THE EXISTING LEACH PIT TO BE DISPOSED HOUSE �\ OF AS PER BOARD;OF HEALTH SPECIFICATIONS. TEST_HOLE #2 Perc #1 " " - _ - p" �\` EL.EV.= 98.00 PF --"°�- _ ___._. THERE-ARE-NO WETLANDS ARE--PRESENT WITHIN _200' OF-THE, PROPERTY Depth to Perc: 48 to 66 Perc Rate= 2 MPI \` I I �� ASSESSORS MAP 310 PARCEL 434 Groundwater Not Observed \ No Observed ESHWT LOT #48A _. R EXIST. ` LEGEND �� ADJUSTED H2O Elev. - None `� 10,009 square Feet +/ I NEWA1� II OVA ACCESS MANHOLES \` � � I I 104X 1 DENOTES PROPOSED 2-,ar o ar 111.00 �`� SPOT GRADE DENOTES EXISTING SPOT GRADE !6 PL PROPERTY LINE INLET OUT96 PROPOSED CONTOUR p •••' V tt THE ACCESS COVE]tS FOR T!E SFP11C TANI(, � A � WSTRBU„D„BOX AND LEACH=COMlP01�IT C O MP1�1 ►J/AS CIR CL�' - -----97 EXISTING CONTOUR SET DEEPER THAN 6 1NCHE3 BEtAw FMSFED \ -' :• •• '• GRADE SHALL BE RAISED TO WlH#N 8' OF STEEL REINFORCED PRECAST CONCRETE F""SH D BADE \ (40 FOOT RIGHT OF WAY) ® DEEP TEST HOLE & PLAN VIEW 9H5TALL TUF-,nE GAS BAFFLES Olt EQUALS \ PERCOLATION TEST LOCATION �- 3-24" RE110'ABLE COVERS I / 6 FOOT STOCKADE FENCE mMr deararw iT 9•ET INLET 6"mhT- Y min lost to outNt e. 5_7As P LOT P LAN E$ L$Widdepth I OF PROPOSED SEPTIC SYSTEM UPGRADE i us I:... r: •: . ---_... PREPARED FOR � `' -'°' MR. JAKSTONI DIAS CROSS SS SECTION END-SECTION AT TYPICAL 1000 GALLON SEPTIC TANK #323 COMPASS CIRCLE NOT TO SCALE HYAN N I S, MA t Design Calculations m° Bedroom c Kitchen Mud Number of Bedrooms: 2 Bedroom EXISTING m Dining Room �� q PR PARED BY: Garbage Grinder. No j �j u/� Y Leaching Capacity Required: 330 Gal./Doy (MIN. PER TITLE V) AR ' 11 RM�1 1 li • A�1111 l E. .Septic Tank : - 2 x 330 Gal./Day = 660 USE EXIST. 1,000 GAI.. Septic Tank. Bedroom Living Room v Y NVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 0 20 40 50 0_ Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons p - Sidewall Area: 0.74 gol./sq. ft. x 78 sq. ft. = 58 gallons `� P.O. BOX 627 In GISTEp' Providing: = 331.80 gallons sANITAR), EAST FALMOUTH, MA 02536 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, SCALE: 1"=20' 2 BE HOUSE FLOOR SCHEMATIC TEL/FAX 508-539-7966 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE (Description Provided By Owner) SCALE: 1"=20' DRAWN BY: CES DATE: JUNE 21, 2006 ON THE ENDS. NO STONE UNDER. PROJECT#SD934 FILENAME: SD934PP.DWG SHEET 1 OF 1 - Top Foundation Elev. 49.0' ks -�7�s t �e T-_r2 Vi `L i V - 1 V 7 c 4,s e Mzdsh Grade R 47t 11, 1/8' to 1/�2' hashed stone O 8' ?dick 4111 6„ 6" llll lllllll Illllllllllllll lI llll Illl mute 28 Foundation ��-7�- "/I I /I// ////r �a�sk Grade �z 4Tf Design By Others NV EL RL51�1? 6 44.35 o'Die o Die Rlssx 6" Rd °' I p `�- 8.5' �� El. 44.00' Dunes Pond O ---�- OC]C7 �C�C] '� a a°a• . o e®� .� m m®® m ., El. 41.1T f LOCus EL 41.5' to'lln 14~ INV EL sr'�1' V EL INV EL INV EL /--- INV EL 43.37 43.1 T Below Flow Line/ 9/4` - 1 1/ ' llestied stone p 43.92 Liquid �� �" 43.67 43.57 e"stone : 4' 4, q � 4 HOLE DISTRIBUTION BOX o PRECAST REINFORCED CONCRETE DISTRIBUTION BOX 25 �` FP"ate Install on a level base PROPOSED LEACH TRENCH 1500 GALLON SEPTIC TANK Minimum Wall thickness = 2 Minimum inside dimension = 12" USGS Ground Water Adjustment = 3.9' r4 Outlet inverts shall be equal to each other and at s� 91. 1500 GALLON REINFORCED CONCRETE SEPTIC TANK 2 minimum below inlet invert. USGS Adj. High Ground Water El 32.1' 1 1 Minimum Construction Materials Per 310CMR 15.226(2) The distribution lines from the distribution box shall all have LO C U.S' MAP Tees shall be constructed of Schedule 40 PVC and shall extend a Bottom of Dee l. 34.9' minimum of 6" above the flow line of the septic tank and be on equal inverts as determined by flooding . the distribution box to P Observation Hole E p the height of the distribution line invert after all lines have Note. the centerline of the septic tank located directly under the been sealed in place. 4 p 54 Remove all unsuitable material 5' around SAS clean-out manhole. » » , Invert adjustments shall be made by filling with durable and down to the C layer (EI 42.8) and replace witb clean The inlet pipe elevation shall be no less than 2" nor more than 3" nondeformable material permanently fastened to granular sand per 310 CMR 15.255 (3), (4), (5). above the invert elevation of the outlet pipe. and (6). 1°1° the line or reconstructing the lines until all inverts Septic tank shall be installed level and true to grade on a level, are of equal elevation. stable base that has been mechanically compacted and on which 52 d 6" of crushed stone has been placed to ensure stability and ar°0p18' (5)• \ 54 ..-- 12.83 to prevent settling. gB 9� 81 5 and ('I o \ f Septic tank shall have a minimum cover of 9". 2 svafeA�2 a'�255 (5�' \ A'Ig S OFF 34" :a'.. Two 20 manholes with readily removable impermeable covers fabler (0 15 1 .3c1n.00 24" of durable material shall be provided with access ports 50 \ psi 19 10 coN0 coo- -+•� 58» �- The outlet tee shall be equipped with gas baffle. 48 trt;1/Pole $ote,o j awe 'd per 3 L et to gad a0 t 0� Number of Trenches - 1 ap ot,1ar ` 170 d je9 00 0 18'� \ Number of Chambers - 2 rj, �' �6g,5g>3y a U \' C �.� \\ PROPOSED LEACH TRENCH - END VIEW N.T.S. Q YYt Install Two 500 Gallon Units �e>f � \ \\� with Four Feet of Stone at Sides and Ends TP1 El. 46. 4 0» TP2 El. 4 8 O» a� 48 J \ \ 138 \ P 35 1101, Organic 1101, �, _ _ ........ ::• 1500 Gallon Ta �-.�-- .,.., __.<-.__�u_,_\ •\__.-, _ -=�___ \ .:._� ___:_;- :. _:,.v__ - -, ,.�. „ Organic V� ..<:>;. 5';::::.� ° ` \ 52 » » 3 3 °f2 ran \ �•\ \\ ASSESSORS DATA.• A SL 10yr 612 „ A SL 10yr 612 MAP 271 PAR.167 B IS IOyr 516 B IS IOyr 516 LOTS 27A Reser ( w 36» Pere 36 43,560-t-sq.ft. pem BM: vvB 46.63' os ed Rim p°seE� Datum: NGVVi- 73' MED. MED. � 50' SAND IOyr 714 SAND IOyr 714 �q.7. �•-• L �.- 0 124 8 . FEMA DATA ZONE "C" b 40 9a 9 �s w 1Y 2 �• 52 ZONING DISTRICT RB 138" 120" OVERLAY DISTRICT WP OF' ' sV ,\ BFRON?' 20 TBACKS El. 34. 9 El. 35.8 �� \No Water Encountered No Water Encountered o �� 000 \ �•e I1 �• STEPHEN P �, SIDE AND REAR 10' to , \ f N 1 1' SUBDIVISION LOT 27A Soil Log P,# 10,741 USGS Ground wa ter Adjustment: J �, r 3 7 5 :� Performed By.- Bruce Murphy Zone - D 46 BOH Da ve Stanton Well - AIW 230 ale t "\ �, � , Si t 4e P1 a I i O f La 12 d Date: August 10, 2004 Adjustment - 3.9'= El. 32.1' D�et�e� \ 6 • ' w • Perc Rate: <2 Min/Inch o Eas \\ �sg2 Prepared For.• See Lots 4 and 5 for Water o \ Adjustment-Pere Date 01/30104 ,., 50 HOUSE #58 JE'NNIFL'R LANE GENERAL CONSTRUCTION NOTES In 44, \ 48 BRUME 1. All the workmanship and materials shall conform to D.E.P Title 5 "'�"�G."Y Hya n nIS Massachusetts and the Town of Barnstable rules and regulations for the subsurface *, No disposal of sewage. POSE% 4s GRAPHIC SCALE S ` � ,r lS� �o�� Scale: I" = 30' Date: August 15, 20O5 ,2. At least one access port over tank tees shall be accessible pgo� within 6" of finish grade, with any remaining access ports brought PA 30 0 t5 30 f._.r 120 Prepared By.- 6" OPENStephen J Doyle and Associates to within 6" of finish grade. 44 42 Canterbury Lane, E. Falmouth, MA 02536 3. All components of the sanitary system shall be capable of Telephone: 50 Falmouth, withstanding H-10 loading unless they are under or within 10 ft IN FEET ) of drives or parking. H-20 loading shall be used under or within Design Data: 1 inch = 30 f R e vi.� i o sZ B 3 O C k 10 ft of drives or parking unless noted Plastic equals may be Three Bedroom = 3 X 110 gpd = 330 gpd Required Flow used in lieu of all recast units. 4. The exca va torontractor shall verify the location of all site REFERENCE PLANS- No Garbage Disposal utilities prior to any excavation, and shall be responsible for BOOK 293 PAGE 26 Use: Chamber Trench 251 x 12.83'W x 2' Eff/Depth all matters relating to electric easements SUBDIVISION MODM2VATION PLAN [25' + 25' + 12.83 + 12.83,7 x 2.0 = 151 5. Se wer pipes shall be 4" Schedule 40 PVC laid a t a min. 0. 02 slope. OF JENNIFER LANE FOR JEFFREY PEPS AND KEMP7i�N MCKERSON 25 x 12.83 = 320 6. Any masonry units used to bring covers to grade shall be mortared in place. SCALE' 1" = 60' 471 x 0. 74 = 348 GPD Total Design Flow 1 10-12-05 Revise Ase Numbers DATE: 11/18/04 REV 07/25/05 7Finish grade shall have a minimum slope of 0. 02 ft per foot. NO. DATE DESCRIP77ON