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HomeMy WebLinkAbout0279 OLD JAIL LANE - Health 319 f, 279 OUJail Lane A- 277- 021 fl c TOWN OF BARNSTABLE LOCATION �e�1 � ()Z b L C IV SEWAGE# VILLAGE 41—JSTjA�A-e_ ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. I((���+Jt "� Q. ©0Q CC, SEPTIC TANK CAPACITY 1 S c>6 &q l lO N LEACHING FACILITY. (type�,�SOo Cql) ,aA-"(size) 33` X NO.OF BEDROOMS OWNER IYN A ty Q PERMIT DATE: r 1 l I(. COMPLIANCE DATE: DIOVIlb Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IV in Feet Private.Water Supply W3knd Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) /00 + Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) !V ,,Q Feet Y01- FURNISHED BY d a � 6 o Oo cr coM _� _�- No. /— Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppl tation for MispoBal 6pstem Construction 3permIt Application for a Permit to Construct( ) Repair( ) Upgrade( ) b ndon( ) ❑Complete System ❑Individual Components Location Address or Lot No.oZ1� (Y(-C TQ!L CCU ta er's Name,Address,and Tel.No. ,h✓ j15 CL Jtgj L L Ili Assessor's Map/Parcel Pop e[� 4 N . I staller's Name Address and Tel.No. - S y�`OS30 Designer s Name,Address,and Tel.No. fA60 e� 6.6 u — (,®*.N C_ Y, I53 RAaw a Type of Building: Dwelling No.of Bedrooms L4 Lot Size t l`5q 149 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min../required) 14140 gpd Design flow provided L'H-�O gpd Plan Date V( 3ca(j�, Number of sheets Revision Date Title Size of Septic Tank t S OO !;�Ce L, Type of S.A.S. 3 Soo g r4noti ct�A'%L'd a'S Description of Soil a l g (Q,a 4&r S L 0 i®-A/v j C t� e l Lc4 C_cQy V✓n rule Nature of Repairs or Alterations(Answer when applicable) DNS rQ Vl �1f-w 44 e5X A NR� tit�Jn Qcatoo of Sroo-p— 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 d of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. y Signed Date l i Application Approved by Date Application Disapproved by Date for the following reasons Permit No Date Issued �� No. s Fee 1.��v ! THE COMMONWEXLTH§ OF MASSACHUSETTS Entered in computeif_ h Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pplitation for Disposal *pstrm Construction Permit Application for a Permit to�Construct( ) Repair( ) Upgrade( ) bandon( ) ❑Complete System ❑Individual Components Location Address or`Lot No. �1rt (7C-O �Ql Z 4 Ne.n l w er's Name,Address,and Tel.No.rrsrt-Tk(.A.) �'iJy �� - Assessor'sMap/Parcel fHA a pfcei (�c�.1 n,, S,5 AEve- tiA--1 Da . 54;3a6r9Eba. Installer's Name Address,and Tel.No. X-643a-o53e s Designer's Name;Address,and Tel.No. Type of Building: / Dwelling No.of Bedrooms L4 Lot Size t 3 L j ct'4 9 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 44 9 y gpd Design flow provided Ll gpd Plan Date f 3 C� 1 Number of sheets Revision Date �. Title Size of Septic Tank 5 C K9 !;ce L . �T^ype of_S.A.S. 3� �J�C�C7cl�ON Ckr4,xL e e-.� ) Description of Soil A l B (_CI��IQ.r S �-d q Mai J A�Ju' C , �d1 4 1,�rS ' /H E-GQl tS✓ / rwe SAS Nature of Repairs or Alterations(Answer when applicable) -TNS fQ 11 NC w b-b 6,x A NCR (3) sc>c) GCIION GtiArn�GrS �� �er� a{ SroP,P . Date last inspected: Agreement: The undersigned agrees to ensure the construction 1 and maintenance of the afore described on-Site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code d of to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date W0 6 Application Approved by Date ( Application Disapproved by Date for the following reasons Permit No. d Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by _ OUrC C 0 . el,�C_ at a)C( OLD J Q t L. L N has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�gl- 4t�1� dated Installer Designer 1 #bedrooms Approved design flow `( gpd The issuance of this permit s all not be construed as a guarantee that the system wil ct�on as d /�esi ed. Date �b Inspector Gtv ;(K -- _ No. �1 b — Fee vV THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ;Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) i - System located at 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:Co structi n must be completed within three years of the date of this permit.' 2 Date JCS Approved byE,,ZP I f Town of Barnstable Regulatory Services Richard V. Scali, Interim Director • JUMSPABIX, MASS. Public Health Division 9qj 039. 'OrFcnnx�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: ' / l(v Sewage Permit# Al(o- ?1}(e Assessor's MapTarcel 2-71 d-2-1 Designer: &kLZ N;,,Q,f yn.5;; Installer: i�C1 b @,f`j �. 0 U t' C 0,!t tij C Address: Address: ,24 6(2 fJ°( W t S i,e f-P . RJ On O"I I i I 1(0 go 6e(T 8, Ou r e& was issued a permit to install a (date) (installer) septic system at 2'7 I Cn based on a design drawn by (addres ) dated (desigi r) 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. Strip out (if required) was inspected and the soils were found satisfactory. C .Co C H l0 �h� .+t in 5�&" _-t, Z¢4 .gyp., f v , 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 of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' nce with the terms of the IAA approval letters (if applicable) �jN oFN �o MATTHEW c g W.EDDY v CIVIL nstaller s Signature) No.43183 °IFS GIs TEa�`G�`� S�DNAL E� ( esi Si e) (Affix Designer's �tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc b Town of Barnstable P# 90 oftl+e row o Department of Regulatory Services HARNSTABLZ. i Public Health Division Date y MASS. c� s639. 200 Main Street,Hyannis MA 02601 Cr prE0 Mph" ►C Z � i Date Scheduled !° r Time---1- " ' Fee Pd. od b=1b Soil Suitability Assessment for Sewa a Disposal Perfornied By:_Sub;pAe!i A i_SDi� ��� Witnessed By: v t 5-4 vl t121 CALOCATION & GENERAL INFORMATION p Location Address , ©ICp 70:1I "ne Owner's Name M, �.Jdy 1&-rvl16 ble Address P.0. Y3,rK (114 Bw-A-6%-09 Assessor's Map/Parcel:.,__Z77/O 2./.._. Engineer's Name �jaoulev NEW CONSTRUCTION X REPAIR Telephone# Sa$'"77/— 7 S®Z < Land Use rG?.,cu ,1% ( Slopes N 0 7 5% Surface Stones is Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well .14 ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) ("he aka ScAke. e 4-1 t�r 'jr9! A le %Ca7Ye4j} T 3 Parent material(geologic) 5..4W«.t, tlNlom tKe byp-5 i-fc De Pth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to soil mottles: in, 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 61341 Time Observation J Hole# A. Time at 9" / : /th y _ ti � 2• Depth of Perc (00 7Z Time at 6" 1 I d� l Start Pre-sonk Time a 10'S I1'�2 s Tinie(9"-6") 3 M'h 3 n+�^ End Pre-soak Rate Min./Inch S Mtn I Site Suitability Assessment: Site Passed_jg!!� Site Failed: Additional Testing Needed(YIN) _ V' 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:FIEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA)' (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 2 t r �.Oo,vMQ f0 `f✓c tj/yob 61e,� • Na r:���lwdJr� DEEP OBSERVATION HOLE LOG Hole# Depth from $oil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. It �� Consistency.%Gravel 3a,� .7ti Sah 7"_12 a /�� �oGn+�l se"M l D Y/2 s8 l2u- Inc 50,01u lC YR 6lE wlL�lv6/CSr l�r� ° SDI=/qO filed, Sand /b W{2 DEEP OBSERVATION HOLE LOG - Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling; (Structure,Stones,Boulders. Consistency.%Gravel) ® � it r It_ q H L" �.r o,«f/s�n� ICJ K a /o 541 G r-ing, 10 'eR 66 o L-A0A4 M4, Sot4a !o n7o eovndov.:t4,- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gave 7. 7% /U r �aM/ s>nc70 �L��Q 7// •� Pine Sc,4oP YI c W�cvbb.lcs -ta 2O,�. /v Z �/ b 14,, 4u Flood Insurance Rate Map: . Above 500 year flood boundary No— Yes ✓ Within 500 yenr boundary No ✓ Yes Within 100 year flood boundary No b! Yes s _ �Defftfi-of NaturaI1 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? CS If not,what is the depth of naturally occurring pervious material? -- Certification I certify that on r (date)I have passed the soil evaluator examination approved by the lental Protection and that the above analysis was performed by me consistent with Department of Envi oniY the required training, tpertise and experience described in 310 CMR 15.017. Signature Date 3e Zvla- S- z6ZZ Q:HEALTH/WMERCFORM 0`7-7- ODI BORTOLOTTI CONSTRUCTION, INC. 45 INDUSTRY ROAD,MARSTONS MILLS,MA 02648 508-771-9399 508428-8926 FAX: 508-428-9399 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address• Date Of Inspection l Inspect 's Name: O er's Nam and Address: CERTIFICATION STATEMENT: I Certify that I have personally Inspected the Sewage Disposal System at this address and that the informa- tion reported below is true,accurate and complete as of the time of Inspection. The Inspectioin was perform- ed based on my Training and Experience in the Proper Function and Maintenance of On-Site Sewage Dis- posal Systems.T,lre system: �( Passes Conditionall Passes Needs Fu r Evalua . By the Local Approving Authority Failure, Inspector's Signature Date: TheSystem Inspector shall submit a copy of this Inspection Report to the Approving Authority with 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 the Report to the appropriate Regional Offie 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:. A) SYSTE PASSES: I have not found any Information which i ndicates that the System violates any of the fail- ure criteria as defined in 310 CMR 15.303. Any Failure Criteria not evaluated are indi- cated 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,nor,or not determined(Y,N,OR ND). Describe bases of determination in all insta s1► . `�o?, ' determined",explain why not. The Septic Tank is Metal,Cracked,Structurally Unsound,shows Substantial Infi ion 01fil-� tration,or Tank Failure is iimminent. The System will Pass Inspection if]Existi ptic Tanis is Replaced with a conforming Septic Tank as Approved by the Board Of'Hie h.-i i - Sewage Backup or Breakout or High Static Water Level observed in the Distrib tw(i Boy ue Js0 broken or obstructed pipe(s)or due to a broken,settled or uneven Distribution`'Boo.` Th elp will pass Inspection if(With Approval of the Board Of Health): ; • �:.., N SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Broken pipe(s)replaced Obstruction is removed Distribution Box is levelled 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 15 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 WELL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTION- ING 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 within100 Feet to a surface water supply_or tributary to a surface water supply. The system has a septic tank and soil absorption system and is with a Zone I of a public -water supply well. . The system has.a septic tank and soil absorption system and is within 50 Feet of aprivate 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 wateranalysis.for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from the facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm 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 identifned: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 efluent 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 clog- ged 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). Number of times pumped -2- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) I 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 I 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 a large system in addition to the criteria above: The design flow of a system is 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: r 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 H 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. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Check if the following have been done: Pumping information was requested of the owner,occupant;and Board of Health. ?None of the system components have been pumped for atleast 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. As-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. _JLThe system does not receive non-sanitary or industrial waste flow. _./The site was inspected for signs of breakout. _/ All system components,excluding the Soil Absorption System,have been located on site. _ The septic tank atanholeswve'reinooveeied,opened,and the niterior o the septi,c tank was ice°- spected for condition of baffles or tees,material of construction,dimensions,depth of liquid, �. depth of sludge.d*h 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. -3- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART U CHECKLIST(continued) t/ The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION / FLOW CONDITIONS RESIDFNTLAI. Design Flow: ons Number of Bedrooms: 9 Number of Current Residents: yv:,� Garbage Grinder Laundry Connected To System: Seasonal Use: Water Meter Readings,if able: Last Date of Occupancy: CIALMMUSTRIAT,! Type of Establishment Design Flow: fallons/day Grease Trap Present: (yes or no) Industrial Waste Holding Tank Present: Non-Sanitary Waste Discharged To The Title V System: Water Meter Readings,If Available: Last-Date of Occupancy: OTHER Describe) Last Date of;Occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System Pumped as part of inspection: If yes,volume pumped: gallons Reason for pumping: TYP_"F SYSTEM: V Septic Tank0istribution BoidSoil Absorption System _ Single Cesspool Overflow Cesspool Privy Shared System(If yes,attach previous inspection records,if any) Other(explain): AA"ROXaVIATE AGE of all components,date installed(if known)and source of inforivation Sewadodors detected when arriving at the site: -4- SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM . .. . :. PART C _ GENERAL INFORMATION (continued) SEPTIC T 3•, SEPTIC Depth below grade: Material of Construction: C-�<oncrete metal FRP. Other (explain) — DimiisionsX xCP'r Sludge Depth: a Scum Thickness: P' Distance from top of sludge to bottom of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: /Z a Comments:(recommendation for pumping,condition of inlet and outlet tees or baBles,depth of liquid level in relation t utlet invert,structural integrity,evidence of l/erge.etc. .� P, GREASE TRAP:_X - Depth Below Grade: Material of Construction: concrete metal FRP Other Dimensions: Scum Thickness: Distance from top of scum to top of outlet tee or baffle- 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.) TIGHT OR HOLDING TANK: Depth Below Grade: Material of Construction:_concrete_metal_FRP—Otlter(explain) Dimensions: Capacitv: gallons Design Flow: sallons/day Alarm Level: Comments: (condition of inlet tee,condition of alarm and float switches.etc.) DISTRIBUTION BOX: t/ Depth of liquid level above outlet invert: Comments: (note if el and distribution is equa evidenU o solids carryover,evidence o cakag into of out of box,etc.) PUMP CHAMBER: , Pump is to working order. Comments:(note condition of pump chamber,condition of pumps and appurtenances,etc.) -5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) 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: Type: ^. Leaching pits,number_L Leaching chambers,number: Leaching galleries,number-. Leaching trenches,number,length: Leaching fields,number,dimensions: Overflow cesspool,number. Co' ts:(note condition of soil,signs of hydraulic fail level of ndin con 'lion of vegetation, �11 y 64 CESSPOOLS.—A.� 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(cesspool must be pumped as part of inspection) Comments:(note condition of soilk,signs of hydraulic failure, level of ponding,condition of vegetation, etc.) _ PRIVY: Nc� Materials of construction:. Dimensions: Depth of,Solids: Comments:(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.) -6- SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to atleast two permanent references,landmarks or benchmarks. Locate all wells within 100 Feet. �o � H OF MgSs9c htATTHEW yGn O W. EDDY CIVIL .431 S NG /ON DEPTH TO GROUNDWATER . Depth to groundwater. 3 Z Feet / Method of Determination or Ap on: M 5, Ar4/ ' 1 .� Swer Permit No. Name XA-rr A 4- cal O T Location Installer's'Name and Addre-a Builder's Name and Address Date Permit Issued: Date Compliance Lsued: { , 1 f�, � ^SST � d . � � � �,-� � � � . �� . 'r y � '� t r' 1 �. � s � f' T 1 �.. ' • �� i �. �'3� r { � Sewer Permit No. Name Location Installer's'Name and Address iBuilder's dame and Address E Q Date Permit Issued: Date Compliance Lsued: 4' . .,,.. i. .. �• �� � ��� ,, ,�i � � d.� a��' �� � `� � �� � . ��` ���� TOWN OF BARNSTABLE LOCATION 2 77 Oky) afl/L Alle SEWAGE# VILLAGE )3 /I/S LI, ASSESSOR'S MAP&PARCEL 24-7 INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER fi?A i/l4 inl �OY 00a'//1 df 6ACA-5 7^5 C 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 No.�?... �...... Fmc............................_ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ..........................................OF...........I...........................• Appliratiun for Disposal Works Tonstr ion umit Application is hereby made for a Permit to Construct (pL) or Repair ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. 4.47 l Cr�Cd.Oh ..... --.. Owner Address "'Aq?lGekf�......--•-•---•-----•-•-.. ............ .lY ............................................. Installer Address d Type of Building Size Lot..._;I-N&........Sq-feet U Dwelling—No. of Bedrooms......7h'AM4.......................Expansion Attic (NO) Garbage Grinder (y& Other—Type of Building 1�s2l�hsi_e� ------- No. of persons__--._3.................. Showers ( ) — Cafeteria ( ) dOther fixtures -----•-----------------••------•---------------.....---•-•-•--•--•-------••-•-•-••-••--•---•-----••••-•-•••••••••-------.....--•-••--•.........•..... W Design Flow............................................gallons per person per day. Total daily flow.............A3 ...................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.-.__-.._____.._ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-_------------------ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a' Percolation Test Results. Performed by.......................................................................... Date........................................ aTest Pit No. 1...........:....minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •-••--•-•----••--•-••...•---•----•...............••-------..........•--.................-•----•......••••...•••-•-•••......•-••-........_..........••••...... ODescription of Soil....................................................................................................................................................................... x 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 TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee ss b bo +hnithn.Si ied---•••••• -••••.. --- •. .....••--•-••-•--••... `p ApplicationApprove y ••-•••• • ---------•••--....... ........................................................ .... Date Application Disapprov f o e following reasons:.............................................................................................................. easons:.............................................................................................................. -•.................................•----•-••-•--•---------......----------------------...._•-•-•..........__........•-•-••-••-•••-•-----••--•-•--...--------------------------------------------•--•-•--- Date PermitNo......................................................... Issued....................................................... Date r . No. ......`. 3 _ Fmc...:s................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' .... . .... ....................OF...-.......-........--..-.-..-... Appliration for Disposal Works Tonstrurtiun rrntit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ... 11 kxli ....o��a! -- ..v�_'Z .._....- Location-Address _or Lot No. .........P.raTr�cc;�c --C�s s1..............................•---........--- �o..f�?�...AA"JL- -�r-c-AML aFrier �/ Address ��gg..............•---_. VAN4� / �. 7t :...vZS�1T'.________'_ Installer Address Type of Building Size Lot__-_..�P`_[5:.......Sq.#eet F-I Dwelling—No. of Bedrooms............................................Expansion Attic ( I-'q Garbage Grinder (ye4 aa Other—T e of Building�g�* Other—Type g ____________________________ No. of persons............3_............. Showers ( ) — Cafeteria ( ) N Other fixtures W Design Flow________________________;___________....____gallons per person per day. Total daily flow............. ` 30______._.._______gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth_....______._... x Disposal Trench—No..................... Width.................... Total Length.................... Total.leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) . aPercolation Test Results Performed by.......................................................................... Date......................................... 1-� Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ �•I ---------------------------------------------------•---.......-•--••--•--............------------..._.....-•-•-----•-•-------•------•--•-••-•----.........._. O Description of Soil...................................................................................•------------------•---------------------...._...--•-------------••-----------•••-•- 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—Tle undersignA further agrees not to place the system in operation until a Certificate of Compliance has been • s e r o ealth Signe ------------ -•------ ,/' D Application Approve By`a: ........... 7 ........... Date Application Disapprov f o e following reasons----------------•----•-----------------...---------•-•-------••--------------•-----------•--•••••-----••••------- Date PermitNo................................................... Issued....................................................... Dale THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... 'Wrtifiratr of Toutplianrr T .RTIFY, That the Individu ewage isposal System constructed ( or Repaired ( ) bys-- -------------------------------------------------------•-----•--•--•----•---- at_.... '} ... "a" -------------------------------•-------------•---------- ---•- -----------••------•--- s initalled i o al Works accordance with th prov• ons of T F r e State Sanitary o as ed in the a PP cationf P ermit No ---- - �,7- ----------- dated-_-•• ------- - THE ISSUANC OF THIS CER IFICATE SHALL NOT BE CONSTR AS A GUARANTEE THAT THE SYSTEM WI F ION SATISFACTORY. ... �..DATE.....? _.......................................................... Inspector .. - ......_... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ,� ...........................................OF.._.._._.............._..._._....__...._._.._......_._-••-••-••......__•-._-__....... S NFEE........................ ii •Iyj Permission is herobv granted_._ _.. ........ to Construct a air a 1 esad" ystem atNo..._ .......P �----•- - ---- - -. . ---. .--- --------............................................................................ .... Street as shown on the application for isposal s Construction Permit ' Dated.......................................... DATE• Board of Health r FORM 1255 A. M. SULKIN, INC.. BOSTON Massachusetts Water Resources Commission/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION Address Jailhouse Road City/Town Barnstable G.S.Quadrangle Map _._..__;,__......... _ Grid Location Owner Jack Curley Address P_0- Rnx 114 - R_ Sandwich, Mass_ WELL USE CONSOLIDATED WELL Domestic® Public ❑ Industrial ❑ Type of Water-bearing.Rock Other " Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) auger Cable ❑ 2) From To Other 3) From To 4) From To CASING Depth to Bedrock Length 1$ '_Diameter-" Type P.V.C, UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface '96 Sand: fine❑ medium® coarse❑ Date measured 4/1 7,/84 Gravel: fine❑ medium❑ coarse❑ GRAVEL PACK WELL Screen: Yes ❑ No Slot#;01 hlength4'from Al ' to_.' Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# length from—to— Chemical © Biological ® Depth To Bedrock not encountered PUMP TEST Drawdown 2_feet after pumpinglz_days 5 hours at 50 GPM. How measured wire line Recovery 2. feet after 5 minhours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To loam 0 2' sand/stole 2 56' t t DRILLER sand 70 85' Firm Atlantic Well Drilling IncR Address ddeir Road city N.Eastham, Mass, 02651 Registration No.79 i Aerators Signature %Please print firmly 1OM-8181-164843 Log Number: 3609 Bottle # 862 Date: 4/.23/84 s� BARNSTABLE COUNTY HEALTH DEPARTMENT SUPERl.QR COURTHOUSE BARJNSTABLE, MASSACHUSETTS 02630 DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 EXT. 331 Client: Jack Curley Collector: Leslie H. Feist Mailing Address: BOX 314 Affiliation: Atlantic Wel I Dri T1 ing East Sandwich, MA 025.37 Time & Date of Collection: 4/19/84, 11 :00 a.m. Telephone: Type of Supply: well water Sample Location: Old Jail House Rd. Well Depth: Barnstable . Date of Analysis: 4/ 19/84 Parameter Sample Result Recommended Limits Total Coliform Bacteria/100 ml 0 0 1 pH 5.7 Conductivity (micromhos/cm) 70. 500.0 Iron (ppm) 0.05 0.3 Nitrate-Nitrogen (ppm) 0.35 10.0 Sodium (ppm) -- 20. XX Water sample meets the recommended limits of all above tested parameters. Water sample has higher than average levels of nitrate. Future monitoring is, recommended (2-3 times per year). . The low pH of the water may shorten the useful life-of thehouse's plumbing..' Water sample may present aesthetic problems due to Water sample has high levels of sodium. . Persons on low sodium diets should consult their doctor. Water sample is not recommended for human consumption due to Retesting .is suggested. REMARKS: CC: Barnstable Board of Health Cc: Atlantic Well Drilling > Lab Director 11/7/83 1 1 zs f Y os� Sq° ` .1 �• � .fi�n,�11 ��� �' �G/r¢7- �- �/ E1�• I P 1 � i 5 p of � CoNC'. $outiD c ` 80.00 , No rE—�tv.9'n ows 8,gs�a c,.v f /lssuye� -Dg7v y t So TE �L� �C�/r/oN BA Tl9BGE M'95C- i Tom./9 �L Aee;C &.67niG Lo T 049 oF�cvr,� $o. EDWARD ; E. I' c't�ri,�y Harr rr/� Peopa►s� K L Dh/mac./NG .fib w.v 0A1 77/,1.3 PZ4-v 1 O v, Co�/�,o,eys YID 7f/F .SE719 - 4hC'ISTEa� 7VWA/ a,C' [ MO S U B E. Asr772/cr ed,44 W Q/zHBeri / AE�5. G4�a -�IeVlryoALC t • - SHE-2'T Z of Z .SNE��3 ' TOP.OF FOUNDATION �y CONCRETE COVER CONCRETE COVERS e; 4' CAST IRON t2°MAX .• r ` PIP (OR.« �, 12"MAX. EOUIV.')— MIN. 4 ORANGEBURG(OR EOUIV.) ' PITCH 1/4"PER. PIPE- MIN. LEACH PITCH 1/4"PER.FT PIT, PRECAST o INVERT •� LEACHING o EL... 4�.. �INVEgqT INVERTT oa W �.; PIT OR SEPTIC TANK EL ,7C�s 34 . BIOx EL 77 B� >_ EQUIV. ° c INVERT — o; EL 78d4„ / GAL. INVERT INVERT va o' .;60 3/4"TOIVZ EL.7..4. w w o. e EL�7.43,L �� �: WASHED , 7/,43 STONE PROF I LE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM NO SCALE SO-1 L LOG WITNESSED BY : DATE 9uG,!S i483 TIME �o;./S��y Tf�iv S•gcoB/� FQ.S. BOARD OF HEALTH TEST HOLE I TEST HOLE 2 S . ENGINEER ELEV. . 99.43. . . ELEV. 940.3. . . . . . Ta.7zPllR �e9r 7aP 4(4ze743 zoo DESIGN DATA : NUMBER OF BEDROOMSoti Co")Qgc7rD TOTAL ESTIMATED FLAW . .'3 3�. . . . GALLONS/DAY SAfND SA�t� BOTTOM LEACHING AREA �->3: . SO.FT. /PIT �P D- SIDE LEACHING AREA . . .Z«• . . . SO.FT. PIT/«o C•oD- iZo" az �y43 /Zoo ez. 7/03 GARBAGE DISPOSAL .Y4!3� . . .(50% AREA INCREASE) TOTAL LEACHING AREA . . 4i�� 8 SO.FT SAfvD S�FA/p PERCOLATION RATE G�55 ?'fig"!. �. MIN/INCH �94u 62,97,43 LEACHING AREA PER PERCOLATION RATE 8i3 9 SQ.FT/C.AP. />!4.WATER ENCOUNTERED NUMBER OF LEACHING PETS APPROVED . ... .. . . .. . . . . . BOARD OF HEALTH �� "S�N •OM !�!!.(. S/ $ . DATE. . . . . . . . . . . . . . . ... . . . . . . . . . . AGENT OR INSPECTOR 9 OF ��qs . . . . . . . . isE. D 51 N �y` R. L ti KELLEY �'� 527 oGD TiliL• LA�v� bo,26ttto y � o p.�•�� �p�� �G�ST�A�O STE•A� SANRARk PETITIONER �'T�iGC• C�LE7►� �62i?Af36;77� �LE.YA�Dt7L'- L0CATIO`M1 "�— SEWAGE PERMIT NO. 2-79 VILLAGE qq &Q�a N S rA,,�46 a t7 l 0 of / INSTALLER'S NAME i ADDRESS f ever -,�? �26,& g/L,+7- ive tT�2�U B U I L D E R OR OWNER 11r14eU ,0.9se DATE PERMIT ISSUED y 98a DATE C0 M P L I A N C E ISSUED IL V\ � 7 C: � t r Ic m x c CIO O O m> z i i z I �� O r b 0 Lill I 9 � I � _ I y y T r -- D < -- 3 -- { I>cn 0 � AO =m A O 3 A - i EXIST.RETAINING WALL 8 � O I I o _ 3fi lY n I Obo I3 0 6 --------J m 'o I a 0 0 I IRI I,I ;Cn v IIIIII = I r O ' O ^, § D z G) m ----------------------- 2-0 • b ' I I R t 0 r I D FLOOR PLANS FOR SEPTIC UPGRADE Z N I� C-CC o ° 279 OLD JAIL LANE BARNSTABLE, MA E; m o m w x m m o v O o ° ° O ----- w too 13SO10 0 0 -- O n, -D� z $ -- m zm o — -1 o DT - IIII 0 IIII m r m 0 .e o m n O z 0 O 0 V r D --, Z I � m a to c m -4z v = OT ❑ ;oO o �W O O m m= I � o I I I XX FLOOR PLANS FOR SEPTIC UPGRADE ° 279 OLD JAIL LANE BARNSTABLE, MA m1F v coNSTAuc noN Now BARTER NYE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED JANUARY 3, 2014, AS AMENDED TYPICAL ICAL SYSTEM PROFILE ENGINEERING & >11 THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS NOT TO SCALE APPLICABLE. NOTES: SURVEYING 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE rI r ENGINEER.` ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 3 SET RISER & COVER TO WITHIN 6" Registered Professional Engineers ' INSTALL NEW RISER & SET COVER OF FINISH GRADE. RISER & COVER ` 6 and Land Surveyors SHALL BE WATERTIGHT e TO WITHIN 6" OF FINISH GRADE SET FIRST RISER & COVER TO A° 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE RISER & COVER SHALL BE WITHIN 6" OF FINISH GRADE. RISER BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. EXISTING GRADE OVER TANK = 76.o +/- WATERTIGHT FINISH GRADE N 74.4 & COVER SHALL BE WATERTIGHT 78 North Street - 3rd Floor GRADE OVER LEACHING SYSTEM = 69.75 To ss.o Hyannis, Massachusetts 02601 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEDULE 40 PVC. 3.75' 3.75' � UNLESS OTHERWISE NOTED HEREIN. _ _ 2" of i�=r�" DOUBLE » �Y I r # ;• } r a ,., <,'•''a` °`'• _ 9» min) Cov6er, LC', SURE PROPER PIPE :r :.: . . ... . .. .. Phone - 508 771-7502 :...., } � 1 ......,...,...n..,.,...L.. .: WASHED PEASTONE ELEV 66.75 '• ) 36 max) CoNNECTION BETWEEN 3 ' -1.5" WAS ED SI0'E. 4. _ _ � » _ y.,,.,_., ,,,I y EXISTING 4 SCH. 40 PVC ALL CHAMBERS 4" /6 . ...'. .. Fax 508 771 7622 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE C HORIZON , FORA } .. _ ..,.5 ��_ ,.... ......_............_._.,....,... FIRST 2 0 BE LEVEL scH 4o PVC) 12.83' HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD AND REPLACE ,{ --- "' -- M"..,,_._.",.....,.._ .; " 4„ _ _ CONCRETE LEACHING CHAMBERS WWW.t)aXter-nye.com ,"'T , SCFI. 40 PVC ELEV. 66.75 WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. ;° ''£� } E ; ExIST. INv our=72.4 2 �- W 4 _ j 8• - 4. 3 CHAMBERSP ._. I• '} INV IN=71.60 6" SUMP �_ DIA. PVC ' • W OUT=71.44 _ r _ .{6. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER �, ;,ul N w w INv IN 65 3 .:.:, ,'. o 0 0 0 0 0 0 . S T A S T A M P . BOTTOM OF 4.0 OF° I w o 0 0 0 0 O �yZN 4%q DISPOSALS. j'a r. s , f. -CHAMBER & STONE .., ..d :.' INSTALL TEE AT . _ 1 EL = 63.83 ? S cti .... �o MATTHEW GJ, ................. . .�••ro<•-r. END OF INLET W. 7. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT `:' S" `"� L 6" CRUSHED 5 MIN DOUBLE WASHED STONE f rv ..,,.,<,...,..,:�...: , . w..w,,ay,, :•:;:; PIPE 33.0 - �O EDDY N 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, .µ STONE BASE UNSUITABLE solLs IF ENCOUNTERED BELOW � ". °.._.,. µ_. THE PEASTONE ELEV (TOP OF SAS) SHALL No Groundwater Observed ® Elev. 56.5 civil AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR BE REMOVED To THE "C HORIZON"SAS), No. 4�1330 4✓J SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, BOX *20) PUN OF SM ABSOWTION SYSTM WITH . REQUIRED - SEE CONSTRUCTION NOTE #5 a� G OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION EXI�TINQi 1500 QALLON BEM TANG NTS HEREON. 500 O&LON PIECAST LFACHM CHAIIJM Fs / OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY Nrs o a I. TO REMAIN SOL A890RPTION SYSTBuI(SAS)LFACFNCi CHAII16ER(YYPK+AL) NO SCALE ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN .�' INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE NTs 8.33' CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES VI WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 6" H-20 C O N S U L `A N T UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN �-I 20" DIA I-- INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / ® ® 0 cm Ffm INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF » ® ® ® ® ® I It CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE 3 LO - CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. ® EI � � ® ® N M C O N S U L T A N T ® r� rm 8.5' ,,. � PREPARED FOR . I.�.,._..,.,...._,.._.....} BENCHMARK '} �'% /�:.. "•�. �. ^` ., FFE=84.47 € £ BRICK STEP / % ✓'\ EL.=83.82 W"L{,t '. // i p /'' .. LOT AREA L , _8 ;' 136,949f SQ. FT. 3.14f ACRES``.... *: �,: : , � d r f,, }. 1 1 t, / I, � i , %. .� r, �' S S .. 5 .,....r.-e....-___.ar .-..... uw..r..i..u.r.....�.....rr w. ........��..�.ua....r.._..... ........... _- - SOL Loan � a f ? ,��••• ...," �<,, BENCH AR :, ,.,• �11E�06/30/16 15060 y.. ww...... _... .............. ........ a„ r :, ... ✓., r SPIKE SETT BARNSTABLE L- 6.64 SOIL EVALUATOR: BOARD OF HEALTH AGENT: } i I' k , ,j/ N- " r ' Af ""`� f' SIEVE WILSON, P.E. DAVID W. STANTON R.S. `� 1 TEST PIT 4 ,. EXISTING 1,500 "..... f i TEST PIT 1 TEST PiT 2 TEST PIT 3 y .GALLON SEPTIC / yH.M ".." ; G.S.E. = 70.5 • G.S.E. = 68.5 G.S.E. = 69.75 • G.S.E. = 68.0 TANK TO REMI�IN �, -�4 1�,. �� % `s: .. ' " ,..t l � � �`''�...... `. ' 0 : ORGAN 0 ; ORGAN 0 : ORGAN 0 ; ORGAN INSTALL NEW R & � ! �s ;, , ;, s .1,..> `"y ., ."i / ,' 2" (ELEV 3" (ELEV 2" (ELEV IC IC 70.33) 68.25) 69.58) 3 (ELEV 67.75) 'w-,,, * COVER TO WITHI� OF Fl H r �, �. ' /' (U GRADE. RISER & C0O'ET�;�3 ALL I � O BE"WATERTIGHT X:::jW --... ::.... A ; 10YR 5/3 ; LOAMY SAND A ; IOYR 5/4 ; LOAMY SAND A ; 10YR 3/2 ; LOAMY SAND A ; IOYR 3/4 ; LOAMY SAND REPtA •s > /:f Nf l '* 0 6" (ELEV 0) 7" (ELEV .92) 6" (ELEV .25) " ( ) ~h .. a �......._ ....,... CE^EX•ISTING .z,.,/ '• ,��� ;,,�/ ,N t }._ ...,,,/ 7 ELEV 67.42 3 7 ( �\ „ ^........,w. D„-BOX WITH NEW k. , f ,,, 70 67 69 a " . . ... ......_.... w r S "••-'•.'.••• •.,.-.._...,, CONCRETE.._p-BOX ;®s<,c• ;, 1 � B 1OYR 5/6 , LOAMY SAND 8 , 1 OYR 5/8 , LOAMY SAND E , 10YR 6/1 , LOAMY SAND E , 10YR 7/1 , LOAMY SAND £ �> w s �` y H2O :' E,s< � A ��, .;;z, ( ) /. r. ...,,, ,{t,,,.- /4 f,,.," µ / " Y• 9 '.,,,,,, '•y7,;,,e ,... .. :. I i ; >• S CO 10 ELEV 69.67 12 ELEV 67.5 9 ELEV 69.0 10 ELEV 67.17 g. o * � N .<>... _.. •...; ..: , > p >.. * .:<>:. { ,.<�.-'1 �' /:, �.: C1 ; 1DYR 6 6 ; FINE SAND C1 ; 10YR 6 8 ; HNE SAND C1 IOYR 6 6 • FINE SAND C1 • 1OYR 6 4 FINE SAND ■ Q WITH .1 , / COBBLES COBBLES COBS WITH COBBLES i M / ff A11 f1 c WITH COBBLES ,., 7..t"� 48 ELEV 66.5 50 ELEV 64. .� 1 33 54 ELEV 65.25 60 ELEV 63.0 s ( ) ( ) , ( ) ( ) DUMP'"` TING' LEACH PIT-AND �%.r ,,, :•, ... --�---� / % `�, � C2 ; 10YR 6 4 MEDIUM SAND C2 • 2.5Y 6 3 • MEDIUM SAND C2 • tOYR 3 4 MEDIUM/ � / / C2 ; 2.5Y 4/3 ; MEDIUM SAND 7,..., SAND <:. FILL WITH �1N �9.75 f WITH COBBLES I- �. . COBBLES WITH COBBLES W,1H COB E SAND /,'< /,.... ,,. . � �.:~ � � ,.. :: . ; .. Y:. � � ,.,,,. � �: . . , : .: ,, . ,.:.. , . /,.:. 44 (ELEV 58.5) 140 (ELEV 56.83� 132 ELEV 58.75)WITH COBBLES 138 ELEV 56.5 U /' '`;/ .. �.. s : :. - r " w �. ��y .3. : j . . . .__ tY v ,,, ,,�.. ; ,;,,.N w �, : NO WATER 10 144 ELEV 58.50 NO WA 40 n. �1 m :- , „�<:;� ,,. ,. ,.. < . : •,,..,,:. ....,". ,„N /�;, : s.., /. TER TO 1 ELEV 56.83 NO WATER TO 132 ELEV 58.75 NO WATER TO 138 ELEV 56.50 c (n ✓ » P ERC O 60 ELEV. 65.50) ::. � RC O 72 ELEV 63.7 RATE <5 MIN IN RATE- < MIN IN .� ..:: .. _"..m. / �• CLASS I SOIL ,. ;'/ �/' I SOIL ' v. CLASS I I CERTIFY THAT ON APRIL, 1995 1 11AVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE 0 DEPARTMENT OF ENVIRONMENTAL PFtO'IECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH TH REQUIRED TFAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 � ws 141 SIGNATURE i�iL'' DATE ,. SSE 622 y s r J-4 ,.: . E y. `(� 15 BREAKOUT j r >; :. till1 ELEV.-66.75 .«�.: /1'J� y.: !:6 f4 " h/. '�`� 'ci£W �,„'G 4s/ Y'/i/ ✓ �d �Xxv ^ y •: 'f - ✓ S .� `4, Lu ' LEACH:�NG AREA REQUIREMENTS Q LNG LIMITATI WELL 0 1504 GPD ALLOWED , w'§' NITROGEN LOAD CN: SEPTIC & 44 GAL AC k �' RESIDENTIAL: 4 E } a ? s s; ,n B DROOMS m x 110 GPD/BEDROOM TOTAL DESIGN FLOW 440 GPD GARBAGE GRINDER (NOT INCLUDED) = N/A » r SHEET TITLE Locus Map Scale 1 = 1000 ''`` -�/ } _ ) Proposed Septic r \ PERC RATE < INCIN H CLASS 1 p p c Upgrade LIAR = 0.74 GPD/S.F. 7) '- MIN. LEACHING AREA OF S.A.S. REQUIRED: s \ '4•. Plan and Details r 440 GPD/ 0.74 GPD/S.F. 595 S.F. MIN. 96 PROPOSED SYSTEM:• S O 3 - 500 GALLON PRECAST CONCRETE (H20) CHAMBERS SHEET N O 0 `; \ `r WITH 4.0 OF STONE ON`SIDE, 3.75' OF STONE AT ENDS SIDEWALL AREA: (33' + 1-2.83)2 x 2' DEPTH = 183 SF \t' ■ BOTTOM AREA: 03 x 12.83) = 423 SF TOTAL EFFECTIVE LEACHING AREA = 606 SF SYSTEM DESIGN CAPACITY = 606 SF x 0.74 GPD/SF = 448 GPD DATE : 7/11/2016 20 0 20 40 SEPTIC TANK SIZING: 440 GPD x 200% = 880 GAL SCALE IN FEET t #> ,. `~'•., ,/ ,, EXISTING 1500 GALLON TANK MIN. SCALE : 1 = 20 -;{ ^ DRAWN/DESIGN BY: SDM CHECKED BY: MINE JOB NO : 2006-MWE C A D D FILE: 2006-MWE-SP.dw