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HomeMy WebLinkAbout0018 WHITMAR ROAD - Health IS WHIT MAR ROAD _ Marstons Mills _ A A = 057 — 110 No. ` � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2p plicatiou for lkg pogar *pgtem Coriltruction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑Complete System ®Individual Components Location Address or Lot No. IS W ktmar ►Z 4 Owner's Name,Address,and Tel.No. 1rvlaml%�_s m Jls /�n/j,�,trc/9?�.� /lj&rfinc/!i Assessor's Map/Parcel ino 57 pc 1 I l b Gl�u!►++�� '�Qi I!a'rl f �'r�/S M o z o fi Installer's Name,Address,and Tel.No. i )/,�s J//Tl• ,� G�J Designer's Name,Address and Tel.No. A. 719 79 ",-14 ,Ft AL *,7ms-, 0"4 Type of Building: Dwelling No.of Bedrooms Lot Size 413, 56 Z sq. 8. Garbage Grinder (4) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Siyl y Design Flow(min.required) _q-3" gpd Design flow provided 36 gpd Plan Date I Z 1,5 l 2,_'q,,, Number of sheets G P7 c Revision Date "'-4 4 J3.107 Title P,,o� Sc,.�t-�o Suc+zw� (•Zv Size of Septic Tank / a00 -td,jAm TypeofS.A.S. Pjas c_ "c,t.,,,,o, c_k&.,Ivee_ 4_5h?tje Description of Soil 12 jZn 4. 5a l l Loss 0a p l a o P— $5�6 Nature of Repairs or Alterations(Answer when applicable) Rj2 lac,_ lcacy, ,ok* w a+-h leL ck i!4 Date last inspected: r c--vzy 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 opKQth. Signe Date of. � Application Approved by Date , Application Disapproved by: Date for the following reasons N h Permit No. � � —"���" Date Issued ..•. ..v •.. .__• .._..�_ ..�-�- ..� ...:.Y`•wqw. 'Y.�-f,�, .. `�� `R� . � h*.q,�T•h�y,]tr- 1 _ 3'A����{.,' jT-S +.n No. 81Jo 1 � """"-�cY'� �{ Fee ✓' t - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t/ .A PUBLIC HEALTH DIVISION - TOWN & BARNSTABLE, MASSACHUSETTS Yes Yication for Mi.5pos' ar 6p0tem Con0truction Permit Application for a Permit to Construct( ) Repair V) Upgrade( ) Abandon( ) ❑Complete System ®Individual Components • V Location Address or Lot No. 18 W katma r R c4 Owner's Name,Address,and Tel.No. 1►l�rslti.s M JIs ffioar�/J1��, i�Q9asfinc//i Assessor's Map/Parcel mo 5 7 FCC 1 116 �� �✓larf►+ Installer's Name,Address,and Tel.No. �.// )) `/ ,I �s'of-)77/'7 soz% � Il/vl (�' ' 3 ry Designer's Name,Address and Tel.No. Type of Building: J Dwelling No.of Bedrooms Lot Size 413,"56 Z sq.ft. Garbage Grinder (4) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures y�C7 Design Flow(min.required) 0 tg gpd Design flow provided gpd Plan Date I�'►S zcx Number of sheets o i a Revision Date /f 3JC7 Title S Size of Septic Tank 1,600 ,'t���ri 5 Type of S.A.S. 1016 shy L.c4tH�•w Ch4Y..larr- w/�'/o�tc Description of Soil YZJK,. 4e So'�1 .logs un »I a yr ( P t` Nature of Repairs or Alterations(Answer when applicable) T�G leach ion - u, 4 4. ''Date last inspected: N a Voi \ p 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/Re the* Signed �; Date ��` c/�ff U (o Application Approved by f Date �j�/ A Application Disapproved by: Dater a for the following reasons Permit No. 9CO-7 'QC)"I 1 Date Issued W ,T�HE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance y THIS IS TO CERT Y,that the On-site Sewage Disposal System Constructed ( ) Repaired ( -,) Upgraded ( ) Abandoned( )by ! � 1`1` , ,,rv. raffv✓ at /,W (14 it w`_ dq J) /A has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Cc,? Coo-'-t dated Ldr /'-) • Installer J A e�;„1i ) Designer /qX J_r,. ¢ #4,� #bedrooms Approved design flow �' yV9 gpd The issuance of this permit shall not be construed as a guarantee that the system will ' � function as de g ed Date Inspector t,—. —— A--————————————————————————————————_ ————— No. r7�� Z�J� Fee ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS M Apo.5at'�&pgtem Con truction Permit Permission is hereby granted air ed to Construct Re d/ U rade Abandon rantd / ) P ) pg ) ) System located at / t� 4,,.J �/„yli�r f� 01. X/ %S 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: Construction must be,,completed w_ithin three yearsf the date o this permi Date �' a ` ' `' t (. ' 'I Approved byV ..... .. . . .. Town of Barnstable Regulatory Services Thomas F.Geiler,Director ei►xrsrnsr:>r; • Public Health Division ' Enr ' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 2*, 07 Sewage Permit# Zc3o7-c)e,,4 Assessor's Map\Parcel s7 I10 Designer: lJ i 1 s abi . P✓E, Installer: Ge e+o1 a Hi C 46f. Address: Gar,{cr W is Ibu r i 5u Address: 'P.O. t3ox On ► 4 Zoo's 13c btcs41i Cevidnicfiori was issued a permit to install ea (date) , (installer) septic system at l4 Wki}-rrwr r2.6A. Y Mrm M1IIs based`on a design drawn by (address) Stcpya" A . W,l skit P dated I � 3 �Z W7 (designer) X 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 10' lateral relocation of the SAS or any vertical relocation of any component Vllt_ 'a - 'W o T 1 I? 1a`o Al 3 tiie Sc�tiC SyS$Gil) �Sl dCCvivartCC ZJi i ota�E a�Z i OCai �e iva�ivnS_ .A r�'rISivu or ce as-built by designer to follow. STEPHEN Installer's Signature) J AA '54"9, ,4W_ esigner's Signature) (Affix Desgier's9'Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WH.L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. c i Q:Health/Septic/Designer/Designer Certification Form 3-26 04.doc r I Commonweotth of MOS=hU$ettS ,John Grad Executive Me of ErMro]Vr18ntol Affairs D.E.P. Title V Septic Inspector partment of P.O. Sox 2119 Environmental Protection Teaticket, MA 02536 4-6813 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTIO M PART A CERTIFICATION , 9 � Property Address: 18 Whitmar Rd. Cotuit Address of Owner. ?o92s� Date of Inspection:ulsla7 (If different) v� Name of Inspector:John Gracl Donald Schroeder Company Name,Address and Telephone Number: 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 inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: X Passes This Inspection Is based on criteria defined In Title V _ Conditionally Passes code 310 CMR 15.303.My findings are of how the system is performinp at the time of the Inspection.My inspection does _ Needs furt r Evaluation By the Local Approving Authority not imply any warranty or quarantee of the longevttv of the Fails septic system and any of its components useful life. Inspector's Signature: /� Date: 3114197 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. 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 Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B,C,or D: A] SYSTEM PASSES: X I have not found any information which indicates that the system violates any of the failure criteria defined es in 310 CMR 15.303. Any failure criteria not evaluated 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 exfiltration,or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 11115195) One Winter Street a Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 1 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 18WhltmarRd.Cotult Owner: Donald Schroeder Date of Inspection:2118187 _ Sewage backup or breakout or high static water level observed in the distribution box is due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced _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 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 the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND 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 APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria volatile organic compounds indicates that the well is free from pollution for that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm. 3) OTHER D] 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 in facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged cesspool. SAS is in hydraulic failure. (revised 11115195) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 18 Whltmar Rd.Cotult Owner: Donald Schroeder Date of Inspection:V18187 D] SYSTEM FAILS(continued) _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. if the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria: _ The system serves a facility with a design flow of 10,000 gpd 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 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) 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 further information. (revised 11115195) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 18 Whltmar Rd.Cotult Owner: Donald Schroeder Date of Inspection:2118187 Check if the following have been done: X Pumping information was requested of the owner,occupant, and Board of Health. X None of the system components have been pumped for at least two weeks and the 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. x As tuilt plans have been obtained and examined. Note if they are not available with N/A. X The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow. X The site was inspected for signs of breakout. X All system components,excluding the Soil Absorption System,have been located on the site. X The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions, depth of liquid, depth of sludge, depth of scum. X 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. X The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11115195) 4 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION i Property Address: 18 Whltmar Rd.Cotult Owner: Donald Schroeder Date of Inspection:2118/87 FLOW CONDITIONS RESIDENTIAL: Design flow: 440 gallons Number of bedrooms: 4 Number of currert residents: 2 Garbage grinder.;yes or no): No Laundry connected to system(yes or no): Yes Seasonal use(yes or no): No Water meter readings,if available: nla Last date of occupancy: rda I COMMERCIAL/INDUSTRIAL: Type of establishment: Iva Design flow:0 gallons/day Grease trap present:(yes or no) No Industrial Waste Holding Tank present: (yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) No Water meter readings,if available: n1a Last date of occupancy: Na OTHER: (Describe) n1a Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System has not been pumped In the last two years. System pumped as part of inspection: (yes or no)Yes If yes,volume pumped: 2000 gallons Reason for pumping: Maintenance. TYPE OF SYSTEM X Septic tank/distribution box/soil absorptions system Single cesspool Overflow cesspool Privy Shared system(yes or no) ( if yes, attach previous inspection records,if any) Other!(explain) APPROXIMATE AGE of all components,date installed(if known)and source information: 1985 Sewage odors detected when arriving at the site: (yes or no) No (revised 11115195) J SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Whltmar Rd.Cotult Owner: Donald Schroeder Date of Inspection:2118187 SEPTIC TANK: X (locate on site plan) Depth below grade: 2' Material of construction:X concreate_metal_FRP_other(explain) Dimensions: L9'6'H5'7"w4'10" Sludge depth:4' Distance from top.of sludge to bottom of outlet tee or baffle: 23' Scum thickness: Distance from top of scum to top of outlet tee or baffle:6' Distance form bottom of scum to bottom of outlet tee or baffle: 16" Comments: (recommendatior for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) Septic tank and all components are structurally sound.Recommend pumping system every year for maintenance. I GREASE TRAP: (locate on site plan) Depth below grade: n►a Material of construction: _concrete_metal_FRP_other(explain) Dimensions: nla Scum thickness:n►a Distance from tcp of scum to top of outlet tee or baffle:rda Distance from bottom of scum to bottom of outlet tee or baffle: n1a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) nla (revised 11115195) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Whltmar Rd.Cotutt Owner: Donald Schroeder Date of Inspection:211&ST TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: nla Material of construction:_concrete_metal_FRP_other(explain) Dimensions: n1a Capacity: n1a gallons Design flow: rda gallons/day Alarm level: n1a j Comments: (condition of inlet tee,condition of alarm and float switches,etc.) nla DISTRIBUTION BOX: X (locate on site plan) Depth of liquid level above outlet invert: Liquid level with bottom of pipe. Comments: i (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box etc.) Distribution box Is structurally sound 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.) n1a (revised 11115195) 7 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 whitmar Rd.CotuIt Owner: Donald Schroeder Date of Inspection:2118187 SOIL ABSORPTION SYSTEM(SAS):X (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined 10 be present,explain: nfa Type: leaching pits,number: 1,000 gallon leach pit leaching chambers,number:nla leaching galleries,number: nla leaching trenches,number,length: n►a leaching fields,number,dimensions:nfa overflow cesspool,number:nfa Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.) The leach pit is structurally sound and functioning property,It was 314 full at the time of the inspection. CESSPOOLS: (locate on site plan) Number and configuration: nfa Depth-top of liquid to inlet invert: nfa Depth of solids layer: nfa Depth of scum layer: n/a Dimensions of cesspool: nfa Materials of construction: nfa Indication of groundwater: nfa inflow(zesspool must be pumped as part of inspection) nla Comments:(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.) nla PRIVY:_ (locate on site plan) Materials of construction: nla Dimensions: nfa Depth of solids: nfa Comments:(note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) rda (revised 11/15195) d SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 18 Whibnar Rd.Cotuit Owner: Donald Schroeder Date of Inspection:2119197 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate at wells within 100' �CA 0fA o � Q � C�C [A DEPTH TO GROUNDWATER Depth to groundwater:12 feet method of determination or approximation: USGS Maps and Charts (revised 11115195) 9 Town of Barnstable P# 15 pp the!pk o Department of Regulatory Services . aaRNsrABLF, t Public Health Division Date y MA88. 019. 200 Main Street,Hyannis MA 02601 prf0 MAy A //Date Scheduled // /44 Time /� Fee Pd. `/ 0 (-d Soil Suitability Assessment for Sewage Di osal Performed By: r4z,nLlrw. 1 i(_.� 4�� Witnessed B LOCATION & GENERAL INFORMATION Location Address g G1.17 n�.y !.CQ•-v. _ Owner's Name A- Acto 5 1,✓t e- Address I$ Assessor's Map/Parcel: M 01Z,71Pe1 i 1 U Q ; Engineer's Naive Z4rrh.r^ NEW CONSTRUCTION REPAIR Telephone Land Use 1?e s k c-0 k"�r�,� Slopes(%) ©—2 Surface Stones oVeV. Distau,ces from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way it Property Line It Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) WHITMAR ROAD + fitr 'b 61 �. c +Q, 62 y IN OIV �. Q,d 02e mM /PC° r7J Ir + + J + 69 + .y .. ... - i661��1 Parent material(geologic)!Ip e.tcl two urd5 t.t Depth to Bedrock Depth.to Groundwater: Standing Water:in Hole: Weeping from Pit Face p p!-ra Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date h'lz7jbK, Time Observation Hole p _ Time at 9" /D:ZS Depth of Perc Gb" Time at 6" Start Pre-soak Time a l0?O Time(9"-6") End Pre-soak Rate I'Ain./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 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:H EA LT H/W P/P E RC FO RM DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consist n °o avel w b 0_3oz OAS. y Lac.ri DEEP OBSERVATION HOLE LOG Hole# 2 Depth fsom Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) I (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistet c %Gr vel 3"— �ii SAndy y< 61Z 6 T 7z" Ss+ncQy �oarq /0 y2 9/. rn..s>, �� lv �� �/3 K6 U0k. 01 DEEP OBSERVATION HOLE LOG Hole# Fom Soil Horizon Soil Texture Soil Color SoilOther in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) I . DEEP OBSERVATION HOLE LOG Hole# Other Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA)" (Munsell) Mottling (Structure,Stones,boulders. Consistency %Gravel)_ Flood Insurance Rate Ma Above 500 year flood boundary No _. Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No_�L_ Yes Depth of Nati►raliy Occurrinl?Pervious Material Dees 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? Certification I certify that on , _IJ.5 (date)1 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 training,expertise and experience described in 310 CMR 1.5.017. Date Signature QMEALTHIWPIPERCFORM No... �T^.I . 9 Fss......�..�•. .._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I..l� '�'L:..............0 F....... ^'-.. .................................... Appliration for Eliiipoiial Works Tomitrur#iun Prrutit C Application is hereby made for a Permit to Construct (f�r Repair ( ) an Individual Sewage Disposal 7 System at: .............CAD Locat' Ad re ••- or Lot No. O r ( Address a ► 4sc. ------------------------------------------ c��-y{—............. .......................................... Installer Address _ Type of Building Size Lot__ 3_-S_ _ .........Sq. feet U Dwelling—No. of Bedrooms_______ _________________ __ _Expansion Attic QUA) Garbage Grinder (At)- -------- Pk Other—Type of Building _____.__ � yp g �'6t! �'1.__._._. No. of persons..... .................. Showers (3 ) — Cafeteria dOther fixtures --------------- --------------•----------------------"- -----------------------------------------------•---•-••--•-•---------------------•---------- w Design Flow.......33.1 �..........................gallons per person per day. Total daily flow............ ....................gallons. WSeptic Tank—Liquid'capacity_i _gallons Length___.1_0_...... Width.......4..... Diameter-----(,....... Depth...t�........ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area.___6,5._ ._sq. ft. Seepage Pit No--------------- J Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosin tank ( ) I f `-' Percolation Test Results Performed b �.-_ . ._ �__..N. _ ____ ____ Date.....14- a 3 . a Test Pit No. I..._____________minutes per inch Depth of Test Pit......ll........... Depth to ground water..... 61A_....... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .................................y........................•---......----------•----•••--...._----••................................ 0 Description of Soil......D_:-_. - -------------------- x ----14.............jn ,V ----.. -------------------------------------- ---------------------------------------------------------- w - ---••• ------------------------------------- --------------------- 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'L l'=j 5 of the State Sanitary Code—.The undersigned further agrees not to pl the system in operation until a Certificate of Compliance has be issued by he b and of h lth- D e - Application Approved BY----•---- - �-••- --•-----•---••-•- --•----•.................•----... _.._.__.�......... -•----- ate Application Disapproved for the following reasons---------------••-•------••--------------------=-----•---------...--------------•------------------.....--•••••- ................•--...._..---•-•-•--•--•-....._....--••----.....••••--•-•.....__..----........------....-"-------------......--------•••-----•-•-••••••-••--•-•--•--••--•----•••-----•-----•-....-••--... Hate PermitNo..........e .•••-•1 -------•-- Issued-....................................................... Date ............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliratiun for Dispuual Works Ton.strnrtiun "ami# Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at• / ,]_ v :..... .�c r. ---__•_.! 1.±............. .....••---....---...------•-- ..... - ................---.......... ._ 1, Locatio -Add�re;s t ,..Lot No. J-P � .1�. tr. O -n T ---••-•••---•------••-••--••---•-••---••- •••....--••-•-------------^ = � A .......... y_.`:• _ f ! .. Ut ddress------------------------------------------------- Installer Address Type of Building o� Size Lot._ . :5 ° Sq. feet Dwelling—No. of Bedrooms.........:...................................Expansion Attic 041110 Garbage Grinder (4) aOther—Type of Building .l 12 l :.t._..... No. of persons..... ,✓.................. Showers Cafeteria QQ Otherfixtures .._._..-•---------------•--------------•-----•--------.--•--...-----•---•----••--•-•--•-••••-••-•-•---•------••--•-••.......-•--.....---•-.......--... W Design Flow....... :-'.D/D........................ per person per day. Total daily flow........... S..:g.. _..._.._.._._______.gallons. WSeptic Tank—Liquid capacity.10:01)gallons Length-----L_ t...... Width....._.4..... Diameter..... ,_....... Depth.-.:.._..._. x Disposal Trench—ko..................... Width.................... Total Length.................... Total leaching area_____, •[r_y. .sq. ft. Seepage Pit No-------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (') Dosing tank. ( ) 1-4 Percolation Test Results Performed by.. . __ Date ' ' 2 l�� a }r 1 r . ..... ............... Test Pit No, I... -._..minutes per inch Depth of Test Pit....... i._......._ Depth to ground water.._..!U l. '._... (p Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 19 •-••--••--••------------••--•-••-•..........•--------------------------••••-•---•---•••-•-•-._....-••••••••....._...•-•...••----......__.. D Description of Soil----...0------ =--------j:rGsr�_.. ... ? s l<:........................................................................ . .................... x .?...- ; r`t..11 W --•-------------------------•••••--------•--•-•------------•-•---•-•-•------•--•••••-•-•----••-••---••-•--------•••••-----•- 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 pla the system in operation until a Certificate of Compliance has been issued 1hhe be rd of health �: g .`=-E-- � �j y - •� ---- � - Application Approved B Date(/ Application Disapproved for the following reasons----------------•----...--•-•-•--..........------------------.....----------------....••••--.........._••••••••- ..........--•-•••---..._..•••-----••••---•-••---••••-••--•.............•--••••---------••••••••.................-••----•-•----••-----•--•-•••••-•...--••--------•--•..._..--•••--••---...••-••--••-•-•••- Date PermitNo...................................................--.. Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............r!.. .............OF.......l,%dv,, e. .......................................................... (Irdifiratr ,af T antpliatta THIS IS CERTIFY, hat the Individual Sewage Disposal System constructed or Repaired ( ) at... w �1 t_. ,::< _..... •-2...---•--•-- -----------•-•--------------------------------•---••-••--••---._._..._... Installer E r has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.....� (1_.-..j_ ._9......... dated--------�AIZ ;��................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARAN EE THAT THE SYSTEM WI UNCTION ATISFACTORY. DATE.._._._7 Inspector.. ! .. ----. ---- ---•------ ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �No. ' ............... I'EE.:z-a... ......... Disposal urku Tunsfrur#iun f rrmit -�- Permission ><s hereby granted......-�:�-:.�...... ------- ................ _ to Construct ( 1,),*'or Repair ( ) an Individual Sewage Disposal System Street as shown on the application for Disposal Works Construction Permit No` ! . .f =r Dated....._ ---------- Board olti ealth DATE............... _ _ ......-............. =--•-•-••••- FORM 1255 A. M. )--"KIN, INC., BOSTON J 9 TOWN OF B STABLE ' LOCATION r� � �r /�� SEWAGE#. VILLAGE M'61t ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(type) (size) NO. OF BEDROOMS OWNER PERMIT DATE: ®7 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 I FURNISHED BY I 1 ��7o3pi 9 Ale-It �1 l 63 ; � z . r ll TOWN OF B STABLE LOCATION l� �iV�/���� �� SEWAGE#Z00 7-&V 7 VILLAGE ,M�/SJf�/2S /J4SSESSOR''S MAP/&� PARCEL 05 l!O INSTALLERS NAME&PHONE NO. � `� �Co gs 771- SEPTIC TANK CAPACITY LEACHING FACILITY: (size) NO.OF BEDROOMS OWNER $ x e PERMIT DATE: O 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 zv 43 q 7, �5 b6 - � k . SOR'S MAP NO. PARCEL L0CA �10N r SEWAGE P R M I T N0. VILLAGE p J1 tiINSTA LIER'S NAME L ADDRESS N � � • �Fi�SCa``��i6� ��`� [ lS Qe U I L O E R OR OWNER DATE PERMIT ISSUED 77 (o DAT E COMPLIANCE ISSUED22 Z7 2b .�- j3 �� �k.�e v�y c..a-� �k1 �� 1.cTi' G a / \ T 1 00 i6 EEC�.�l.A3 SOU Al isSoMW �N Lc=T i 1 5 5038 _y. t Lcs-T 1C� � � 4 )' 6 Z 53,C>l OF Me PYTER All- �o SULLIVAN 1 v' : �+ Pm�. 9 i 33 s 0 BAXTErR —+<� 9,., � ti t dO 'S J+FET I�Z See 5�f ' -T z►��. 5Oi� W FTtA Z ' STUB . PI TER o.,. SULLIVAN A2EA y+ No.Z9t33 7 7g s►- SSioNa�EtiG� 330 Z. . ►/ " _U RaCHARD Qn �' 1_r�-'c�►c��l.. IC.AcT�, , \ ��®p Ll� 'L N1��.a��..�d?5 A. C3 BAXTER. v. P1o.2:1048 G(STG TEST Ile A.E 1 • 50'3-7 ►s-Z3.85 J•GOt-AL-OUL kAJ-fit C_oaM�,• Y S�esaa�t. E�No) IboC� A/s" 103,0 '!�o-v tT Gra G SEonG G2.8 GE,2;7, PLOT .-D �•Z� G.—J `-•— �5�o,p LDC,GT/O.i� �A�Q:S"f�1.15 �"1 . . �1 ►1-1_S 1tU �o'lr-ti+vi o©C'�p f�EALtT�(+•i2UST TN,47- -F ►v4moa sx/eW.,v �a �' M�� ,a, ►985" ,�E'�Eo,v GDrypGY,s t-viry T,yE Sid�'�,ii�E Bdxr�.e ,c/j'E /,VG. R4QVIZ4' ,�:Ma- do-- Th' EGisr 'ecI GQivo-slievEYo,�S A,127 /.S iS/aT .�,oc•Qr�.O Gti/T///y �'.�lE �L cbO.pl�4/�V, . US, ; Ta ES�1l�C/Sy .Cor- �/NFL, . , . . s<<_ , CC, � •_ BID..✓ � '���1�- ,=,�• R'. Q•.d e � 21!1UC:_1 , PROJECT CONSTRUCTION NOTES. O�, \t9 \ BENCHMARK PK NAIL FIND // GENERAL NOTES : , 1. LOCUS AREA IS COMPRISED OF ELE:V.= 63.02' / ) o e o o'. x SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE • o �. ASSESSOR'S MAP: 57 PARCEL: 110 DATED MARCH 31. 00 o e 63.1 1. ALL WITH TITLE V ESTATE SANITARY CODE a + 63.9 LOT 10 O PLAN BOOK AGE B . AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY {� 39614 P 1995 CERTIFICATE: 14�009 LOCAL RULES & REGULATIONS APPLICABLE. o a " o • \ 6 0 / 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 62,8 OWNER: ANITHONY O MARY R. AGOSTINEW THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED `, \ / 62.8 62.9 1 02648 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. MARSTONS MILLS, MA/ Ar R� x 63.0 2.) PRIMARY BENCHMARK : REFERENCE POINTS FROM TOWN OF MMABLE ' • 3. WHEN CONSTRUCTION IS COM•, o - PLETED NOTIFY THE BOARD OF ti^ , 7 SO G.LS MAP 7. DATUM: NGVD 1929 h a a o. O v NORTHEAST OF HEALTH TO _ti AGENT AN D DESIGN ENGINEER FOR INSPECTION AT LEAST ' Q 62,4 \ PROJECT : LOT PK 10 SHOWN HEREON BACKFlLLED UNTI48 HOURS L INSPECTED AND APPROVED.THE P SHALL NOT BE 62,2 x 63, ELEVATION - 63.02' ., _ / 3.0 \ 3.) ZONING INFORMATION 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 o+ ; , / 62 -_- --------- x 62,2 ,0 a ZONING'DISTRICTS RIF PVC. UNLESS OTHERWISE NOTED HEREIN. 63 fj._ OVERLAY DISTRICT'S: RPOD Resotxce Protection Oywlay District 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF O o 61 / 6 `�' // A � � by Dtatnct SAS (PEASTONE ELEV). EXCAVATE AS NOTED TO THE "C HORIZON", rn� /; �Q _ FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD. o �n / 61, x 61.6�' /r �>� 4 j� ��yO\t�j // MN. LOT AREA 43,560 S.F. AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE mil' RONTAGE _ TOP ELEVATION OF THE SAS. LOCUS MAP Scale: 1 N 2WO� / x 61,3 ,7 % x 6 ,. - 63,4 0 00.�, FRONT YARDMIN. LOT 30' SIDE REAR YARD = 15' 6. INSULATE ALL PIPES IPES AGAINST FREEZING AS REQUIRED WHEN �'9 1.5 / ;' LESS THAN 3' OF COVER. \ 0 7 64,0 / 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 51.6 /, \ GRINDER DISPOSALS. • x 62.2 , \ / 4.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR 'EMS SITE IF DETETtMINED ,�,' ,y1 i j x 63,8 '� ,; 63,5 �. �+' ,y'ti 61,7 % % 3,7 TD BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. 8. EXISTING LEACH PR TO BE PUMPED AND FILLED WITH SAND OR THE REMOVED. �O•• �, .��. �' • �`' 61.8 /i `G4 0 63.7 / 5.) AVAILABLE�RECORD INFORMATION CONSISTING F PLANS ON C AND DRENTDS 9. THE CONTRACTOR �•h� �o % d 64.1 / THE EXISTING MONUMENTS AND WETLAND PUGS SHOWN HEREON mod. SWILL CONTACT DIG SAFE (AT 1-888-DIG- UTIUTY 6 4 WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY EXISTING UTILJTIES, ATDLEAST 72�HOURS BEFORE THE START OF MPANIES To LOCATE ALL 6`0.��� % 62.2 % / PERFORMED BY BAXTER & NYE ENGINEERING do SURVEYING FROM CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT /? x.,60.8 x _1 4,2 NOVEMBER 06 THROUGH NOVEMBER 26, 2006. LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING 61,4 62.9 / / PAVED DRIVEWAY \ � ALL OTHER FEATURES, TOPOGRAPHY AND DETAIL SHOWN IS FOR UIIU71ES BEFORE THE START OF ANY WORK. THE LOCATION OF / '` 3 --- \ REFERENCE ONLY AND IS GIS INFORMATION OBTAINED FROM THE WAY ONLY. MAY NOT BE UNITED TO THOSE SHOWN HEREON AND � co x �= � EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 62,0 x661. = 4.5 6 TOWN 'OF BARNSTABLE qS DEPARTMENT. HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS / 6L6 /;' 64,2 �P \ 6.) LOCATION OF DWING SEPTIC SYSTEM TAKEN FROM NSTALLEWS TIE CARD, REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY / - '- 64,6 R� PERMIT # 86-149. RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 64,8 64,9 dQ\ ?• �` �?. 7.) COMMUNITY PANEL NUMBER: 250001 0018 D U11Ul1ES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN 60. ---- . X 2,3� Y 00� d Er / 64.4 64.7 4. `���, THE FLOOD NtSURANCE RAZE MAP DEFINES THIS AREA AS ZONE C. INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER } - - IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. / 62, `, x 64, 8.) VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS. TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH f ..x PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE / x 61,3 _ 65.0 •SITE DOES NOT APPEAR TO BE WITHN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE CONTRACTOR SWILL PRESERVE ALL UNDERGROUND UTILITIES AS eL RARE W&DLFE* 6 P - FOR UUSS•EE WITHESP HTTHE mA WWb W OCTOBER 1 ADS PROT �Ac ATS( LI17�lm ((31 10)." REQUIRED. �68 L 64,9, _ �4 9 •SITE DOES NOT APPEAR TD CONTAIN A CERTIFIED,'VERNAL POOL PER NHESP MAP L.h \ 4,7 ,t x. •! 66,4 \ EXISTi �P�(� OCTOBER 1. 2006 •t3:RT1FlED VERNAL POOLS." x 6L2 1 N� N / •SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT PER NHESP MAP OCTOBER 1, 2006 x 61,6 E x Gq / 4,6 64, LLQN SEIPTIC NK 'PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER R ) THE MA!� 5 ENDANGERED SPECIES ACT, REGULATIONS (321 CMR1O) / �ADDITI ) 66.3 �� GASTON L. LEMOINE, TR •SITE IS NOT WITHIN A STATE APPROVED ZONE n GROUND WATER RECHARGE EXISTIN / 83. PROTECTION AREA • `O 43,562 SQ. FT. ;'63,5 lx �5,0 ` D-BO 6 1 .00 ACRES `x 6 Sri Ck x `STiN �� REMOVE PIPE TO LEACH PIT �/ ------ - x 63.8 t LEACH T,h•�,ryry��' do PLUG D-BOX OUTLET PERC r x 64 ,:�,• i J SOIL. LOGS P� 64S DATE m x 11, TE tl/2T/2006 4` 6 6 3 .6 6 , 6� .� LEACHAVG AREA REQUIR'EIIAENTS s. 2 / NST ABLE.. �.. -_._. , 5l ns_ f�l Off. a -.,.- . ... .. �- � - �►. ,� .. �.....�.....�...--- _ .. BOARD OF HE .. -•.�,. _._ _ a ...�......�. NITRtX�cN tUADING LIMITA110N. N/A . STEIPHEN A. WILSON, P.E. DON DESMARA REsiDENTAL- 4 BEDROOMS ' �LTH AGENT � JONATHAN W. H(RST 8c r TEST PIT #1 TEST x 110 GPD/BEDROOM V ELIZABETH A. HITST � x 64.7 x 64,7 G.S.E. = 64.5' G.S.E. IT 12 , TOTAL DESIGN FLOW = 440 GPD �' ' 0. 0. 64.3 GARBAGE GRINDER (NOT INCLUDED) = N/A ti AP 10 YR 2/1; SANDY LOAM AP ; 10 YR 6/;� SANDY LOAM PERC RATE = 2 MIN. / INCH (CLASS 1) / 8 ELEV 63.8 s (ELEV 63.8) LIAR = 0.74 GPD/S.F. MIN. LEACHING AREA OF SAS. REQUIRED: B ; 10 YR 5/6; SANDY LOAM B ; 10 YR 4) SANDY LOAM x 64,9 / 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. 28 (ELEV 62.2) 32" (ELEV 61.6) PROPOSED SYSTEM: C M 10 YR 6/4 STRATIFIED C ; 10 YR 6/3, 4� PLASTIC LEACHING CHAMBERS STRATIFIED SAND . MED. SAND WITH 4' OF STONE ON SIDE do 4' OF STONE AT ENDS MED132" (ELEV 53.5) 132 (ELEV 53.3) SIDEWALL AREA: 35' + 12')2 x 2' DEPTH = 188 SF \ BOTTOM AREA: (N x 12�) = 420 SF No WATER AT w132" (ELEV 53.5) TOTAL EFFECTIVE LEACHING AREA = 608 SF PERC A 60 (ELEV 59.5) SYSTEM DESIGN CAPACITY = 608 SF x 0.74 GPD/SF = 449 GPD / RATE= 2 MIN/IN CLASS I SOIL 18 Whitmar Road Marstons Mills, MA 02648 PREPARED MR MT. LINE IN cV C.H. Newton 919 Maln Street DOUBLE WASHED STON Osterrllle, MA 02655 TITLE ,_ a 4' 35' 4' FINISHED XtADE OVER rFAcaNG TiRE]�CTH Proposed Septic System Repair -44.6t PLAN VIEW ooMPAcrED FILL 9• cm) cam ALL ONE nNSPECTION PORT IN B�R NYE ENGINEERING L'E1111 r G & S V 1\ r 1.1 1 11�I G MANNOT TO SCALE 36• (ma) Cover AccoRtDANCE wmH CTURERS 2• LAYER i/8'tot/2' RCOMUI�ENDATKNrS DOUBLE WkSHED OR GEOTDa LE � 3 - CULTEC [TYPE] LEACHING CHAMBERS Registered Professional Lj Li Engineers and Land Surveyors CHAMBER INv N�1.2 � DESIGN SCHEDULE ELEVATION 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 12' TOP OF FOUNDATION ELEVATION 65.6 FINISHED GRADE N ear. EXISTING SEWER INVERT AT FOUNDATION 62.8 Phone (508) 771-7502 Fax - (508) 771-7622 �- .\ \ .\ 3/4 10 1-1/2 DOUBLE EXISTING INVERT INTO SEPTIC TANK 62.5 36"MAX.-9"MIN. COMPACTED FiLL� ��� W wA�HED. 2" LAYER DOUBLE WASHED I 30 0 30 60 " " -- -- - - - - - - - - - _ - - - - . _ . . ... _ LEVEi BOT. STONE ELFv-592 EXISTING IM/ERT OUT OF SEPTIC TANK 62.2 STONE 1/8 TO 1/2 ; EXISTING INVERT INTO DISTRIBUTION BOX 62.1 OR GEOTEXTILE FABRIC EXISTING SOILS TO BE REMIOVED TO THE OC SCALE IN FEET EXISTING INVERT OUT OF DISTRIBUTION BOX 61.9 : 5 MIN HORIZON - SEE CONSTRUICITON NOTE #5 Zt10¢ 3/4 TO 1-1/2" N HEazEON. SEWER INVERT INTO LEACHING SYSTEM 61.2 I DOUBLE WASHED 1 NO GROUNDWATER OBSERVED ELEV. 53.3 '� E �y SCALE:1"= 30' DATE. 12/15/06 STONE BOTTOM OF LEACHING SYSTEM 59.2 � "" 80L SYSTEM (SA81) WATER TABLE: NONE OBSERVED AT EL 53.3 LEACHM CHAIII W (TYPICAW Psi. 1e I " 9p 4'NTS l -3 SAW 113107 Revise septic tank note F--4 4 4 r�S ° -2 SAW 12 29 06 4 Bedroom fortA�,� SECTION NOT TO SCALE � -1 SAW 12/20/06 Revise Plan / 3 0� PLASTIC LEACHING CHAMBER DETAIL No. BY DATE REMARKS DRAINING NulAIaER 0: 2006 06-061 SU worksht 2006-061s 2.dw 2006-061 i