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HomeMy WebLinkAbout0157 SADDLER LANE - Health 157 Saddler. Lane West Barnstable A= 151 - 077' J d f Ji Y TOWN OF BARNSTABLE LOCATION �,�� SEWAGE#,)00 VILLAGE t-{/P.F / ASSESSOR'S MAP&PARCEL /J^ ,— Q, INSTALLERS NAME&PHONE NO. (57010r, IAA SEPTIC TANK CAPACITY LEACHING FACILITY: e �� ®.i�✓J'e,7 size L ) (size) (n? NO:OF BEDROOMS �1 OWNER J6 PERMIT DATE: , ;Z 9 to: 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 r P 2s'. �.S Ve%J Not v FEE Board of Health, ,MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair ) Upgrade( ) Abandon( - ❑Complete System O Individual Components Location iq/JIC./L & Ptv d. Owner's Name --T®h 1J Z A L X 1 . Map/Parcel# Q Address F 6 )e 9-z I CC Xj CKVC L b Lot# Telephone# -508-63(— 3 Z 0`7 Installer's Name ^ �A )c 15 7, C/Onjr Designer's Name il M Address , e �r10 Address W C�0f�, c�. ,t�sy( Telephone# g Telephone# l Type of Building Fo 6v+A- Lot Size /, sq.ft. Dwelling-No.of Bedrooms 3 Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures 7 Design Flow (min.required) 3 J d gpd Calculated design flow ' d Design flow provided&pd Plan:'Date qo 1�U q Number of sheets 11), Revision Date Title Description of Soils) �pt+�Gr Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees to not to Win the in operation until a Certificate of Compliance has been issued by the Board of Health. SignedDate _ � fS 1XV JQ f �✓ �, �. No T � �':F•.� :ova F, �" as- � •,FEE } _ Board of Health, , MA. APPLICATION FOR DISPOSAL. SYSTEM CONSTRUCTION PERMIT Application-fo-r a Permit to Construct( p ir(}) Upgr'adeO AbandonO - ❑Complete System ❑Individual Components Location / k, l ^`�kl{t t �= �t/l.�. Owner's Name 7TO\)ki Z A p aA Q Map/Parcel# l Address _o 9O x�' Tz l t� E<vi- Lot# Telephone# _508-631_ ,3 z g Installer's Name '� 1' / Designer's Name Address �' y �� Address ) l �, f 4 �. c✓� tti'��' c.� G�J lac 1 L.. �.s^s <' Telephone# Telephone# a , ` Type of Building Lot Size." fir./ A sq.ft. Dwelling-No.of Bedrooms �`+ Garbage grinder ( ) Other-Type of Building ' x` No.of persons Showers ( ),Cafeteria( ) _,.,,,,-.,Other Fixtures 9esign'Flow (min.required) Q gpd Calculated design flow Ca e Design flow provided Agpd Plan: Date Number of sheets Revision Date Title Description of Soil(s) ))f Feo f t, nj Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION,OFREPAIRS OR ALTERATIONS If/'e r fi J e:l A c-Tn �7 , J�, The undersigned es to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and e Y g P further agrees to not to lac the tern in operation until a Certificate of Compliance has been issued by the Board of Health. / � � ,� ' L1 Signed rN�/ '. A , g �.� �� ,r Date �G6t6x1,S No. FEE CO MONWE1I ®F �SACH SETTS Board of Health; vi�d / MA. CERTIFICAA OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The undersigned hereby certify tha tllf Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: at l �, has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved esign Flo 3 0 (gpd) Installer Designer: Inspector: Date: 0) I ,GI The issuance of this permit shall not be construed as a guarantee that the system will function as designed. C ' No. — '..r/ FEE COMMONWEALTH Of MASSACHUSETTS Board of Health, �MA. DISPOSAL. SYSTEM CONSTRUCTION PERMIT Permission its hereby granted to; Construct( ) (Repair( Upgrade( ) Abandon( ) an individual sewage disposal system at I o as described in the application for Disposal System Construction Permit No v dated Provided: Construction shall be completed within 1hree years of the date o t emit;. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Cnadestmvn,MA Data` Board of Health L.� 06/02/2009 14:11 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regaatw y Services t Thomas F.GeUer,Director Paid HenM Division Thomas McKean,Dlr'eetor 200]Hate Slant,Hyannis,MA 026A1 Oftica: 508-862 4644 Fax: Sob-7W6304 er r e a F DeN: 4 4OLt Sewage Fermk#'Z�4--lK? paseaewr'a MeplPerce J1 �-O7.7 Dedgaer: Addareaa: Cv .YsQ L& Address: V7 t 5-ryAe- RP-4 . s ty r►1 pia t{y MA- D er la-5 On. + J -►-�C�C! /,S l was issued a permit to inaW l a (date) (installer) septic aye at 15? Sol(a V!/•i3% based on a design drawn by dated ?� O (signer) K-I cettif) that the septic system referenced above was installed substantially i�to the desi�o,which may inchide minor approved changes such as lateral t+elocaba�on of the box and/or septic tank. I certify that the septic system referenced above was installed with major chazVs(Lt. ®rester 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 cettifred as-built by designer to follow. PETER T. NICENTFE WS ) C3 CIVIL Nt+.35109� Q FSSJONAL'% (Designer's Signature) (Affix Designer's Stamp Here) NOT tIB 'FQM AND A&MM CAM AU BrUrYaJtr:BY? MI"PU9LC t TH 9=10N, THANK YOU. Q He41 9%fioJ)jWs; r Co tftetim Form 3.2644.40c 1i.zzu: mcoaraaon or rians ana ayectncanons The plans and specifications for every on-site system shall be'prepared as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner may prepare plans for the repair of a system.designed to- discharge not more than-than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a Massachusetts Registered Sanitarian and approved by the approving authority; (2) Every plan submitted for approval must be dated and bear the stamp and signature of the designer, " (3) Every plan fora new system or plan for the upgrade or expansion of an existing system Idepiction ich requires a variance to a property line setback distance,must.also reference a plan ich bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in ordance with M.G.L. c: 112, § 81D; Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot. s and one inch = 20 feet or fewer for details of system components) arid shall include of: (a) the legal boundaries of the facility to be served; / (b) the holder and location of any easements appurtenant to or which could impact the _7 system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; (d)---the':location of existing or proposed impervious areas, including driveways and parking areas; (e) location and dimensions of the system (including reserve area); (f) system design calculations,including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and'provided); and t whether system is designed for garbage grinder; (g) North arrow and existing and proposed contours; (h) location and log of deep observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the i/ approving authority and soil evaluator, / (i)• location and results of percolation tests including the sate of test and the names of I✓ the representative of the approving authority and soil evaluator, 1 W name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case:of tubular public water supply wells, and 3. within 150 feet of the.proposed system location in the case of private water supply wells; 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated, wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins; or dry wells; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which portions of the proposed system are located. (m) location of water lines and other subsurface utilities on the facility; i (n) observed and adjusted ground-water elevation in the vicinity of the system; o) a complete profile of the system; (p) a note on the plan listing all variances to the-provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) the location and elevation of one benchmark within 50 to 75 feet of the facility which is not subject to d;slocation or loss during construction on the facility; (r) when dosing is proposed, complete design and specification of the dosing system J�yq proposed including but not limited to dosing chamber capacity (required and provided), 111111!!! r� pump curves and specifications, numbev4 dosing cycles and depth.per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or v 17 roposed,a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan,to show the location of the facility including the nearest existing street; (u the street number and lot number, if any, of the facility; and. v) the materials of construction and the specifications of the system. it 'Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ❑ Zoom Out �jj yy55�nr� nn In��1]�LLL�® r ® .IPG Turn map lave r R. �.y � =,NI �- �— selecting chec Tow �rX„1a2,.13 X 129.03 d' 139.24 —s--. ❑ Roa X 12 .81 Vot( 13 -j map r , f `., rl Par( X 7.24 J 7 `l ^� !: ❑ FEM 158.49 : � 151.1 01 164.36 `` f r Nei( r { ` , .;• �- 4 ti Water _-�- IJ Jam ./ r' StrE .- --'7 9 Fee /,, , // ;``�"` 4 1,4 — _",,. rJ Jett Set Scale 1" = 79 jAerial Photos MAP DISCLAIMER Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1.2.3357 [Production] http://www.town.barnstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=151077 5/29/2009 Town of Barnstable Barnstable Nktu Regulatory Services Department 'Ce 1 IARNSfASL£, � 9� 1639. Public Health Division m 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO March 28, 2008 New England Group 4 Cocasset Street Foxboro,MA 02635 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 157 Saddler Lane,West Barnstable MA was last inspected on March 13, 2008,by Ronald A. Rice, a certified septic inspector for the State of Massachusetts. 1 The inspection of the septic system showed that the system "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within One (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE OARD OF HEALTH 7 " T o ZascKean, R.S., CHO Agent of the Board of Health CERTIFIED MAIL# 7006 2150 0002 1038 7060 Q:\SEPTIC\Letters Septic Inspection Failures\l57 Saddler Lane.doc ExEcur E OFFICE OF ENVIRONMENTAL,AFFAIRS - DEPARTMENT OF ENVIRONMENTAL PROTECTION a-1�vK TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: Owner's Name: Q � Owner's Address: 7-- Date of Inspection: c)-1 Name of Inspector: lea print) , Company Name: Mailing Address: 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 the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of,on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is•a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 1 - Page 2 of 11 OFFICIAL INSPECTIONFORM .NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM, PART A CERTIFICATION (continued) Property Address: L . Owner. Date of Inspectio Inspection Summary: Check A,B,C,D or E i ALWAYS complete all of Section D A. System Passes: I have n4 found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in Yl0 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: i B. System Conditionally Passes: /One or more system components as described in the,"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Ans er yes,no or not determined(Y,N,ND)in the for the following statements.If"not.determined"phase ezpl �. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unso d, exhibits'substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the exist g tank is replaced with a complying septic tank as approved by the Board of Health. *A etal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indic ting that the tank is less than 20 years old is available: ND ex lain: Qbservation of sewage backup or break out high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will passim if(with approval- Board of Health): broken pipe(s)are replaced obstruction is removed distribtuticnbmc is leveled or replaced ND explain: The system reqi fired pumping more than 4 times a year_ duce to broken or ob=uctedpipe(s).The system will pass inspection if(with approval of the BoardzfHealth broken pipe(s)are replamd . obstruction is removed ND explain: i 2 i r OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 5 Owner: i Date of Inspection: C. Further Eva.,ation is Required by the Board of Health:'•".'': Con ' ions exist which require further evaluation by the Board of Health in order to determine if the system is faili3g protect public health,safety or the environment. I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303 1 b that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System\ fail unless the Board of Health'(and Public`Water Supplier, system is functio ing in a manner that protects the public health,safety and en ironmenmines that the t. _ The syste has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water upply or tributary to a surface water supply. The sy em has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The stem has a septic tank and SAS and the SAS is within 50 feet of private water supply well. _ system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a privat water supply well**.Method used to determine distance ** is system passes if the well water analysis,performed at a DEP certified laboratory, for coliform ba, teria and volatile organic compounds indicates that the well is free from pollution from that facility and presence of ammonia nitrogen and nitrate nitrogen is.equal to or less than 5 ppm,provided that no other f ilure criteria are triggered.A copy of the analysis must be-attached to this form. 3. ther: i 3 i Page 4 of I 1 ¢ ' OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property fA,,ddress• Owner• �llt: Date of Inspection: 4 D. System Failure Criteria applicable to all systems:. You must indicate`fires" or"no"to each of the following for all inspections: Yes No .. ckup of sewage into facility or system component due to 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 SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or 50stpool _ Liqu id depth in cesspool is less than 6"below in or available volume is less than '/s day flow equ' d pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number es pumped • portion of the SAS,cesspool or privy is below high,ground water elevation. _ /An rtion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface supply. portion of a cesspool or privy is within a Zone 1 of a public well. a private water supply well. —a feet of Y yportion of a cesspool or privy is within, f , p. PP Y portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a privatete water � supply well with no acceptable water.quality analysis.[This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from tbat facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis.must be attached to this form.] (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 _fails. 15.303,;therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow.of 10,Wgpd to 15,000 l.Pd. Yo must indicate either"yes"or`no"to each of the following: s at addition to the criteria above) e following criteria apply to large systems g yes o the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tribumq.- oat�b�S°PPlY _ the system is located in a nitrogen sensitive arra(fntrnta Wel>head Protection Pfrt —IWPA) orzmapped Zone H of a public water supply well If y u have answered"yes"to any question in Section E the system is considered`a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considereda- significant threat under Section E or failed under SectimD shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 OFF1 CIAL INSPECT1ON FORM-NOT FOR VOLUNTARY ASSESSMENTS 'SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: �, ✓ Owner: (, Date of Inspection: D� : . Check if the Mowing have been done. You mast indicate es"or"no"as to each of the follow, Yes No — /Pumping information was provided by the owner,occu pant,or Board of Health _ _ Were any of the system components pumped out in the previous two weeks?; /the system received normal flows in the previous ous two week period? --�_ Have large volumes of water been introduced to the system recently or as part of this inspection? e as built plans of the system obtained and examined?(If they were not available note as N/A) fWas the facility or 3wellin T g inspected for signs of sewage back up Was the site inspected for signs of gn break out . Were all system components,excluding the SAS,located on site? —baffles the septic tank.manholes uncovered,opened, and the interior of the tank inspected for.;the condition Zof the baffles or tees,material o:construction,dimensions,depth of liquid,depth of sludge and depth of scum? — Was the facility owner(and occupants _ if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems ? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: .. Ye no Existing information.For example,a plan at the Board of Health. Deter mined in the field'.(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)j 5 Page 6 of I 1 T OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): DESIGN flow.based on 310 CMR 203 (for example: 110 gpd x#of bedrooms): J - Number of current residents: Does residence have a garbage grinder(yes or no): , crate inspection required] Is laundry on a separate sewa e s �!e�)or no): L�ff yes separate P q ) Laundry system inspected es or no):y /_v. Seasonal use:(yes or no): � Water meter readings,if available(last 2 years usage(gpd)): Sump pump(yes or no): Last date of occupancy: COMMERCIALANDUS•TRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gPd Basis of design flow(seats/persons/sgR,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records P g Source of information: Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_____gallons—How was quantity pumped determined? Reason for pumping: E OF SYSTEM Septic tank,distribution box,soil absorption system ,w _Single cesspool Overflow cesspool esspool Privy_Shared system(yes or no)(if yes,attach previous inspection records+if any) _Innovative/Alternative technology.Attach a copy.of the current opelzdon and mamts contract( "` obtained from system owner) _Tight tank —Attach a copy of the DE1P appwval Other(describe): Approximate age of all c ponents,dat d(if]mown)and so= of information: Were sewage odors detected when arriving at the site(yts or no):L� 6 i - OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY.ASSESSMENTS `SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION(continued) Property Address: 2j/� . Owner: G� C4,7 i,,4 } ` Date of Inspection: !� BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron 4—40 PVC_other(explain): Distance from private water supply we l or suction line: Comments(on condition ofo' vgpting,evidence of leakage, etc.): vs� SEPTIC TANK:_ (locate on site plan) I i% • Depth below grade: - Material of construction:A�concrete metal fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no): certificate) (attach a copy of Dimensions: Z_VI-)910—�� Sludge depth:_ Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: l/ Distance from top of scum to top of outlet tee or baffle; Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of.leakage,etc. f t� GREASE TRAP: 6ocate o t site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 i Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: /. L y XV Owner• ! C. Date of inspection: TIGHT or HOLDING TANK: /V(tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass _ polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): r DISTRIBUTION BOX: f present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any.evidence of leakage into or out of box,etc.): Al C�fi s G%r PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): i 8 OFFICIAL,INSPECTION FORM-NOT FOR VOLUNTARY ASSESSNE .SUBSURFACE SEWAGE DISPOSAL SYSTEM INSTION FORM NTS PART C SYSTEM INFORMATION(continued) Property Address: Owner. r p Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): , (locate on site plan,excavation no required) , a. If SAS not located explain why: jTye leaching pits,number. leaching chambers,number. leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative✓alternative system Type/name-of technology:.. Comments(note condition of soil,signs of hydraulic failure, level o etc.): f ponding,damp soil, condition of vegetation, f f'1161D tcl tr'. CESSPOOLS: !!✓ (cesspool must be Pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer. Depth of scum layer. Dimensions of cesspool: Materials of construction: Indication of goundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,g n,etc.): PRIVY:A RIV :A locate( on site plan) . . Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 : i page 10 of 11 m OFFICIAL,INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFO M(continued) Property Address: Owner. Date of Inspection.- 3: a SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewagedisposal 00 feet.Locate where public ware wateast two.r en ers the buint lding. or benchmarks.Locate all wells 5 zt_ i '0004 0 ; 0 tit)U J 10. OFFICIAL INSPECTION FOR M—NOT F SUBSURFACEOR VOLUNTARY ASSESSMENTS SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C - SYSTEM INFORMATION(continued) Property Address: Owner: 1 aj t Y Date of Inspection: SITE EXAM Slope Surface water Check cellar Shallow wells l Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: XObtained from system design plans on record-If checked,. date Observed site(abutting property/observation hol of design plan reviewed , Checked with local Board of Health-explain: 150 feet of SAS) Checked with local excavators,installers-(attac documentation �r Accessed USGS database-explain: You must describe how y u estz Iished the high ground water elev tion: ------------------ 11 i rqy, Town of Barnstable oft Regulatory Services sntuvsreaLe Thomas F. Geiler,Director A,fD �p Public Health .Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the"Disposal Work Construction Permit". If you should have any questions regarding this report, please contact the certified Septic System Inspector who conducted the inspection. Town of Barnstable Regulatory Services K sAxrtsrna Thomas F. Geiler, Director NAM FaA`�s Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 17, 2008 Mr. K.N. Srinivasa, P.E. Kalkunte Engineering Corporation 1749 Central Street Stoughton, MA 02072 Re: 157 Saddler Lane, West Barnstable, Ma 02668 (Assessor's Map 151, Parcel 007) The septic system application and plans, initially dated 06/18/2008, and revised on 09/03/08 designed for 157 Saddler Lane, West Barnstable, MA, are denied again for the following reasons: 310 CMR 15.104: Percolation Testing No depth of perc was indicated on the soil log. Perc tests must be performed in the area that the soil absorption system (SAS) is intended for disposal. 310 CMR 15.211: Minimum Setback Distances Leaching trench B is only 6.6' from the property line and the requirement is 10' from the property line. This would require a DEP variance. In addition, leaching trench B is only 10' from the full foundation of the house and the requirement is 20' from the foundation. This is a variance that may be granted by the department which would result in an impervious liner to be designed and installed. 310 CMR 15.212: Dent to Groundwater Test Pit 1 shows a 4.88' separation to groundwater and the requirement is 5' separation to be shown. Test Pit 2 shows a 0.78' separation and not the required 5' separation. 310 CMR 15.227: Placement and Construction of Tees The inlet pipe elevation shall be no less than two inches nor more than three inches above the invert elevation of the outlet pipe. Your septic tank shows only 1.92" QA0rder letters\Sewage violations\septic plan denials\157 Saddler Lane,West Barnstable,MA revision denial No.2.doc 0 310 CMR 15.232: Distribution Boxes The invert elevation of all outlets shall be equal to each other and located at least two inches below the invert elevation of the outlet. The d-box on your plan shows only 1.2" and it must be at least 2 inches. Finally, it is understood that this is a 3 bedroom house and you have designed the leaching for a 4 bedroom. It is therefore required that before this permit can be issued by this department that a 3 bedroom deed restriction is to be recorded. You have one other option to build a 4 bedroom septic system and that would be to do two additional deep holes and one additional perc test which is required per the revisions of Title V in April 2006. Once again, due to the numerous issues, the revised info will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Sincerely, l *om�as A. McKean, R.S. Director of Public Health Town of Barnstable Enclosures: one (1) revised original stamped plan(denied) Cc: Robert Burk 11 Walnut Hill Road Chestnut Hill, MA 02467 Q:\Orderleft--rs\Sewage violations\septic plan denials\157.Saddler Lane,West Barnstable,MA revision denial No.2 Am En° KALKUNTE ENGINEERING CORPORATION CONSULTING ENGINEERS August 29, 2008 Ms. Donna Z. Miorandi, RS Health Inspector Barnstable Regulatory Services 200 Main Street Hyannis, MA 02601 Re: 157 Saddler Lane, West Barnstable, MA Dear Ms. Miorandi: This is in response to your letter dated august 14, 2008. Your letter is attached with our remarks where your comments have been incorporated in the design.drawing. One ofthe major comments made are,4 bedrooms,as opposed to 3 bedrooms approved originally. When you were in the field you fully recognized four rooms and the test holes made. It is extremely difficult to redo the whole process. We could have done if you were to advice us at the site on the day of work. We have converted to three bedrooms, and the other to be an Office or Den. However,we kept extra area as designed for SAS as is to a flow equivalent of four bedrooms. In addition, we will provide additional deep holes or similar percolation test at the start of construction, if you would like to see. We respectfully request your review and approval. If you have any questions please call us at 781-341-6017 or call me at 617-797-1048. Very truly yours KaWmte Engineering Corporation K.N. Srinivasa,P.E. President Encls(4 copies) 1749 CENTRAL STREET,STOUGHTON, MASSACHUSETTS 02072 (781)344-8565 FAX (781)341-6017 `oF, rti Town of Barnstable Regulatory Services $ARNSTABLE Thomas F. Geiler, Director rF039. Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 14, 2008 Mr. K.N. Srinivasa, P.E. Kalkunte Engineering Corporation 1749 Central Street Stoughton, MA 02072 Re: 157 Saddler Lane, West Barnstable, Ma 02668 (Assessor's Map 151, Parcel 007) The septic system application and plans, dated 06/18/2008, and mailed to this department on July 26, 2008, designed for 157 Saddler Lane, West Barnstable, MA, are denied for the following reasons: V_Only show one test pit on plan. _D096 Nm _rA Aq 4 AID I-6AM PIT -Indicate that there was no perc test performed when in fact there was a perc test done in the area of the existing septic tank. No perc location on plan and no nerc number indicated. G� No elevations indicated for top of soil absorption system. 9 Must show septic covers to within six (6) inches of surface. -The original septic plan #86-898 was permitted for 3 bedrooms. Your new plan is requesting and designing for four(4) bedrooms. This represents an increase in flow and therefore must have 9. I four(4) deep holes and two (2)percolations tests. he distribution box must have risers to within six (6) inches of surface. 6 -No reserve area is shown on plan. •.�( — --� �� -Check calculations for trench(7 sq. ft. per linearFoot) You must submit an application for additional peres or adjust your plans to show three bedrooms. An accurate disposal works application form must be completed and resubmitted. Due to the numerous issues, the revised info will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 3IE. QAOrder letters\Sewage violations\septic plan denials\157 Saddler Lane,West Barnstable,MA Am 1 . Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Si erely, p, DonnaZ. Miorandi,. S. Health Inspector Town of Barnstable Enclosures: one (1) original stamped plan(denied) Cc: Robert Burk 11 Walnut Hill Road Chestnut Hill, MA 02467 QAOrder letters\Sewage violations\septic plan denials\157 Saddler Lane,West Barnstable,MA.doc KAEKUNTE ENGINEERING CORPORATION CONSULTING ENGINEERS July 24, 2008 Ms. Donna Z. Miorandi,RS Health Inspector Barnstable Regulatory Services 200 Main Street Hyannis, MA 02601 Re: 157 Saddler Lane,West Barnstable,MA Dear Ms. Miorandi: We are enclosing four copies of the septic system repair for your review and approval. We have paid$100.00; if there is any additional fee for plan review,please let me know. If you have any questions please either fax comments at 781-341-6017 or call me at 617- 797-1048. Very truly yours Kalkunte Engineering Corporation K.N. Srinivasa, P.E. President Encls(4 copies) 1749 CENTRAL STREET,STOUGHTON, MASSACHUSETTS 02072 (781) 344-8565 FAX (7S1.) 341-6017 MAY. 7.200E 1:02PM BARNSTABLE BOARD OF HEALTH •NO.223 P.2i3 Town of Barnstable r+� A i I fabric Heed&Dividon me�� s0o main sw uL Ryansu aM amile� p Ice L1gta So�dufed 'f�m!i���7 vG'�CT�Pd. Soil Suety Assessment for Se '? c �, i sr vvtmoaed en LOCATION&GENERAL MRMA ZON f5 7 s���% LA�� AOdeat W �/'• 13AYIAs4hb t�lN CONsrRI)C'19DP! RaP. • �`" � law the 81"MM Str e=am= MMM thane apes Watm!lady tt Aoalbto wet Ara n "Dnddog Wuer WeA__.ft ww " Odw A BIETCMi Muff uma.dlmeaslaat or wk eea Waad=otket min A Pere tatee,►ovate weft*&Pctt b ft tow*// r•� yr c Ma ew t �. S cr h A . Deem m swmA ( i, Depth a Gvmdwaeon Stta t Watee in MWo / r, Wtxpt ftm Pitt ltstlm�ed seaeaaal 1#0GMMWMM DETESMIIMATION FOR SEASONAL MGR WATER TABU l�od ttaeei: DDeewp�aboeertd tpndtea Sn�a.1wk lg. 1kptA N slll taatlllY kt. DglO ttr wavb g Gem ride dtrbt.bola b*X WagN R Delei batea WeU lave! • Adl.factor A4liraamdwgwletwt,,e PERCOLATION TEST bra Ttw Obulrgdatt 1fokA Tialegt4a _..,._.._ Deftaf1 c TweAur • Strut lee+mk'lbme• Rime t'!w� t3od Pte�afe RateMb.Jheh � ,v' � site:3nl 417Ane amm slae?and Star Rued AOAidagaiRlatbtaNailedflptry Od,Mb ftwic mean D1vklon abouvOon Unk Daps To Bo Completed as Back----- e"U paidointton tut is to be ao®dnoted widdn 100,of wdmd,you must first notify the" Born!lbb Conn melon Division at Ing one(1)week prior to btgnnin& �sct�+l.Doc 9 f • I aem wn offer awnm(le.) MAN Won" stmetaa (suudwl smem,Bo�ddtrm loy9cj?. No,-)C� = tc' G, SaL r toy G in surtm ow O Own") �a1: ($fName,ditoaes,t3auldeaa. �J Ns4N (MtO Moi8lntt t81red�.e.9toes;aonleas� i i MIM Gam 7bRaas son Olhet , bunks(ia) ( aU (m umdq Moutias Iddaw. Attove Sea yw flood wmdw No— Yer_ WOMICaymbmauny No_ 'Y-- Witbin It10 yqr eeod loua&ry Tdo_ Yet ,- Does at IMI fo&feet of naturally of cwring pervious material exist in all areas observed throughout the area proposed for tin sod absorption system? If not,what is the depth of natttrally ocmu ug polvioua material? 8 1 eadify dial on (data)I have pasrd the sa evaluator examinatlan approved by the Depawoot of Hnvim=uiw tmumoli aL:tha:tom, a f9�s3�:y�3i®�z°}tea`ea�cef!by?rie eansi�tant with the required tmW!A&axperdise attd'experlonoe described In 310 CMK 15.017: e5.. Date -- R/P n_►_ — 1 [ 3-RUISW8US WdZO:1 13002'L •AUW _c s; P. 1 COMMUNICATION RESULT REPORT ( SEP.17.2008 7:56AM ) r; TTI BARNSTABLE BOARD OF HEALTH FILE. MODE OPTION ADDRESS (GROUP) RESULT PAGE .__.—jT-_-----. ----------------------------------- — -- --------------------------------------_.—____-- 213 MEMCR'Y' TX 91508362131306. P. :3#3 =s. rt° i E'; •7 :r § Fe t' e• 3x __-----_.--.-------------------------------------------------------------------------------.----._-- REASOi FCR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION �r 3 - E i= a �1�Ni'Prt�bE, e Regulatory Services Thomas F. Gexle�s Director Public Health Division G' Thomas McKean, Director 200 Main Street, Hyazmis, MA 02601 VIA if OR' DATE; # 6 MMUM OF PAGES TO FOLLOW: PHONE: (508) 962-4644 }i )FAX PHONE. �'j� FAX PHONE. (508)790-6304 f�r d 5 ry r; QI y; 310 CMR 15.232: Distribution Boxes The invert elevation of all outlets shall be equal to each other and located at least two inches below the invert elevation of the outlet. The d-box on your plan shows only 1.2" and it must be at least 2 inches. Finally, it is understood that this is a 3 bedroom house and you have designed the leaching for a 4 bedroom. It is therefore required that before this permit can be issued by this department that a 3 bedroom deed restriction is to be recorded. You have one other option to build a 4 bedroom septic system and that would be to do two additional deep holes and one additional perc test which is required per the revisions of Title V in April 2006. Once again, due to the numerous issues, the revised info will be reviewed by the staff and a response will be rendered within the 45 day period in accordance with MGL Chapter 111, Section 31E. Thank you for your attention to this matter. If you have any further questions please call this office at 508-862-4644. Sincerely, l omas A. McKean, R.S. Director of Public Health Town of Barnstable Enclosures: one (1)revised original stamped plan(denied) Cc: Robert Burk I I Walnut Hill Road Chestnut Hill, MA 02467 QAOrder letters\Sewage violations\septic plan denials\157 Saddler Lane,West Barnstable,MA revision denial No.2.doc le CA7,,< 15.220: P eyaranon of Plans and Specifications �orr, %���� � . ���Le �YJ�r c•!7 f�5',$` The plans and specifications .for every on-site system shall be prepared.as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner.may prepare-plans for the repair of a system.designed to discharge not more than than 2,000 gallons pet'day pursuant to 310 CMR 15.203 provided they are reviewed by•a Massachusetts Registered Sanitarian and.approved by the approving authority; / (2) Every.plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system which requires a variance to a property line setback distance,-*must.also reference a plan which bears the stamp and signature of a Massachusetts- Licensed Land Surveyor in accordance with M.t,.L. c; 112, § 81D; (4) Every plan for a System shall be of suitable scale"(one inch.=40 feet or fewer for plot plans and one inch = 20 feet or fewer for derails of system components) end shall include 'depiction of: (a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the system; (c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; - "(d) •-the'lacarion of existing or proposed impervious areas, including driveways and parking areas; (e) location and dimensions of the system (including reserve area); (f). •system design calculations,including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and provided); and whether system is designed for garbage grinder, (g) North arrow and existing and proposed contours; (h) location andlog of deep'observation bole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator, (i) location and results of percolation tests including the Gate of test and the names of 'the-representative of the approving authority and soil evaluator, 6) name and certification number of the Soil Evaluator of record; (k) location.of every water supply,public and private, 1. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 0 3. within 150 feet of the.proposed system location in the case of private water supply wells; 1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory fioodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools;private wager supplies or-suctinii lines, gravel packed or tubular public water supply wells, subsurface drains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CMR 15.215 within which portions of the proposed system are located. (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; (o) a.complete profile of the system; (p) -a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) . the location and.elevation of one benchmark.within 50 to 75 feet of the facility which is not Subject to dislocation or loss-during constructiofi'oa the facility;' (r) when dosing is-proposed, complete design afid specification of the dosing system proposed including.but not limited to dosing,-chamber capacity (required and.provided), pump curves and specifications, number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or praposcd, a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan.to show the location of the faeility including the nearest existing street, _ (u) the street nucriber and lot number, if any, of the facility; and. the materials of the specifications of the system. `ass rti Town of Barnstable Regulatory Services naRNsrABM Thomas F. Geiler, Director MAea 6 Public Health Division t Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 September 17, 2008 Mr. K.N. Srinivasa, P.E. Kalkunte Engineering Corporation 1749 Central Street Stoughton, MA 02072 Re: 157 Saddler Lane, West Barnstable, Ma 02668 (Assessor's Map 151, Parcel 007) The septic system application and plans, initially dated 06/18/2008, and revised on 09/03/08 designed for 157 Saddler Lane, West Barnstable, MA, are denied again for the following reasons: 310 CMR 15.104: Percolation Testing No depth of perc was indicated on the soil log. Perc tests must be performed in the area that the soil absorption system (SAS) is intended for disposal. 310 CMR 15.211: Minimum Setback Distances Leaching trench B is only 6.6' from the property line and the requirement is 10' from the property line. This would require a DEP variance. In addition, leaching trench B is only 10' from the full foundation of the house and the requirement is 20' from the foundation. This is a variance that may be granted by the department which would result in an impervious liner to be designed and installed. 310 CMR 15.212: Dept to Groundwater Test Pit 1 shows a 4.88' separation to groundwater and the requirement is 5' separation to be shown. Test Pit 2 shows a 0.78' separation and not the required 5' separation. 310 CMR 15.227: Placement and Construction of Tees The inlet pipe elevation shall be no less than two inches nor more than three inches above the invert elevation of the outlet pipe. Your septic tank shows only 1.92" QAOrder letters\Sewage violations\septic plan denials\157 Saddler Lane,West Barnstable,MA revision denial No.2.doc r 'rW TOWN OF BARNSTABLE LOCATION Lckc f*-X SEWAGE # SR S VILLAGE x ca. o ANSOR'S MAP & LOT 3 INSTALLER'S NAME & PHONE SEPTIC TANK CAPACITY 000 LEACHING FACILITY:(type) �'�� (size) o NO. OF BEDROOMS 3 PRIVATE WELL OR PUB C WAT BUILDER OR OWNER DATE PERMIT ISSUED: jr DATE COMPLIANCE ISSUED: —1� i VARIANCE GRANTED: Yes No L\® 1 Fa ._...._ THE COMMONWEALTH OF MASSACHUSETTS BOARD O/nF� HEALTH -.....OF......���.L!C . k. 1 .-- i Appl ration for 11isposal Works Tonstrudion ratnit Applicati n is hereby made for a Permit to Construct or Repair ( ) an dual Sewage Disposal System at: T ls-7 p _ j I S 7 MM� Loc on:Address, ^�/ .._.... o Lot No. ......................«........ _ i « — Owner ,ram/N/-Address aw ............ �_ 1 �1...�' .N.. 1........................:....�...:. .......----... ...1,/i..�Ze Installer Type of Building Address YP g � Size Lot... feet aV Dwelling—No. of Bedrooms................. Expansion Attic ( ) Garbage Grinder ... ..... aOther—Type of Building .........:.................. No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures ..................................... ••. W Design Flow............. .�..�......._ . .�.y--gallons per peer day. Total da}ly �ow-•-.....��.�..................gallons. W Septic Tank—Liquid capacity� lf..gallons Length. ..(p... Width:'�a. .. Diameter................ Depth. l.(�... ... x Disposal Trench—No.................... Width........I........... Total Length.............t.....Total leaching area...... .. Sol ft. 3 Seepage Pit No.........I........... Diameter.... .,i- ...... Depth below inlet......&......... Total leaching areaU-4.0"sq. ft. Z Other Distribution box Dosing tank a Percolation Test Results Performed by........ .. (. ,.-... (1 Date..... Test Pit No. 1. minutes per inch Depth of Test Pit...[, ._---._ Depth to ground wa r.��..... ..... f=. Test Pit No. 2...............minutes per inch Depth of Test Pit.................... Depth to ground water........................ 2-2 O Description of Soil..-.-. .......�; ("�, �• ••-• �- 1 ... 1.. - U .. ...........................................................•---••--•--.......------....................................---••-...--.--•-• �� . . . ~� .... :W ....--------•---•------------------------------------------------------•--•------...-----•••••----•- ---------------------------........._......................... . .. ��•�,- .. V Nature of Repairs or Alterations—Answer when applicable...................................................... ..•.�................- -,••••••-••-•• ...---••---.....--•-------••--••--•------•----------------•------•-----•--......-----......----•-•-------.......--•--------..........,--•-•--•-•----•--••--••-•-•-•--•---.....----..................... Agreement: The ttnderTlertifigate ed agrees to install the aforedescribed Indivi lal Sewage Disposal System in accordance with the provisionsTL� 5 of the State Sanitary o — 'fhe rsigned further agrees not to place the stem in operation unti of Compliance has i t e of health. Signe . ... •. •-••.................••................... .1 . Application oved y............................. ...... .......... ..... ---^.. .... Dat-..cy....... Application isapproved for the following a ons:...........................................................••----..........................................«.. .............•--•-........•......-----..............---.........................--------...........,.............-•-•----.........-----•-•-•-•--•-----..........-•---...--•------.............---....... '� Date Permit N ._.....----- Issued.. ........ ` Door -<. � Ficz......................... THE COMMONWEALTH OF MASSACHUSETTS • .1 R - BOAD "OF HEALTH ............. ........... OF.......( .......... Appliration for Disposal IVorkB Toustrudion ramit Application is hereby made for a Permit to Construct or Repair an 'Individual Sewage Disposal System at: .................. ............. —1 7 .................................. ..... "N-'Oe. .... .................. ......... E."ca i.;h­­ — .or Lot.No. ---A.dre ...... ....................... ... .. .................................................. ,—Owner Address. dd s"s/ .............7.....t. ............................... (��,V_Pzn.................................. .............. ... Installer Address Type of Building Size Lot... Aq 7.1,QA...Sq. feet Dwelling—No. of Bedrooms........................ ...................Expansion Attic Garbage Grinder Other—Type of Building .....................1�...... No. of persons............................ Showers Cafeteria Other fixtures ......... .......... , .............................................. Design Flow._...._........).n . ., gallons v-erson p,e Y� ........ .. per per day. Total daily flow.. _121._Z------)................gallons. Septic Tank—Liquid capacityMO.gallons Length.- 11-tQ Diameter........ ... Depth.A J (I"' Disposal Trench—No.................... Width....!........... Total Length..................... Total leaching area....................sq. f t. Seepage Pit No........_ .......... Diameter........ ....... Depth below inlet......1A I...... Total leaching area..,,,_-.-..()..sq. ft. Other Distribution box ( I') Bring tank Percolation Test Results Performed by.......V,V:4� �Z_Y -zt�V- Date..... ........ ..... .............................;a­1................. ................................. Test Pit No. IZ6- minutes per inch Depth of Test Pit.JC(........ Depth to ground wat'er..0"r)ly........... -------lu ................. Test Pit No. 2.... .......minutes per inch Depth of Test Pit.................... Depth to ground water........................ ........................M....................... ................................................................ - S.............................. .......... / �. Q� V 0 Description of Soil........ -44:h !2*.-KEF5 ----------------**-----------------------------*--------------- ----------------------------*--------- ................................ ............................................................................................................ ...................................0.......... . ...... ...... U Nature of Repairs or Alterations—Answer when applicable............................+.._..................._..........._.. .......................................................................................................................................... -------- ........ Agreement: The undersi ed agrees to install the aforedescribed Indivi ;Gal Sewage Disposal System in accordance with the provisions T LZ 5 of the State Sanitar Fhe u ersi ned further agrees not to place the stem in ? y/96`1— / lace operation unti Tertifigate of Compliance has be i b. /t e, of health. /I- __ XSignedz ........ ... ...... /......... Da,e Application ved y..... ..................... .................... i��>r ............................. ..... 7...........410 1 ......... A" p> (' '! Date Application isapproved for the following reasons:............................................................................................................ V ....................................................................................................................................................................................................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSE S BOARD OF HEALTH o ..................OF...7 .........(Intifirate of Tantlifianrr THIS CER'TIFY, Th h Sewage Disposal System constructed Repaired... ................................................................... .......................................... by..............7...............at................ . Install-7 -------:a / ),............... ...�Ij.......................... 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._._.. ........-$. 0......A..... dated........T.13 71A;�. II 7................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......_.. .............................................. Inspector................................................................................... _ _100 THE COMMONWEALTH OF MASSACHusE-rTs BOARD ,-OAF HEALTH ...........OF....... /.... ... ............................................... No... 8 C), FEz........................ Bhipvs�/ orbs To�strudivtt frrutit Permission is hereby granted........Z, .. ..... ... A . ....................................................................... or, RTAis an Individual Sewage isposal S eT to Construct Y Street $ q.....14/ ............ ... ..........at No........................ ....... 4` ..... 1 Dated...... ..............as shown on the application for Disposal Works Construction Permit No................... 4 -__ , / .......,........... ....... *........... ...*.......... 6t .......... Ward of-Heali-�— .. , DATE.......... ..........*.........*-------*------------- 362-4541 926 main street yarmouth mass. 02675 down cape engineerinl civil engineers&land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys site planning sewage system October 23, 1986 designs . inspections Board of Health / Town of Barnstable South Street permits Hyannis, MA Gentlemen: On October 20, 1986 Dowr Cape Engineering inspected the septic system on Lot 72 Sadler Lane, Centerville. .The system as installed conforms with Mass. Environmental Code Title V and the Barnstable Health Regulations and Down Cape Engineering site plan #85-309772 dated 8/7/86. Very truly yours, Arne H. Ojala, P.E., R.L.S. Inspected by Carol Young AHO/amp I o= N/ Hu LEGEND �S,A 6 N BENCHMARK o� \ UN E� S —— 98—— EXISTING CONTOUR •� SOCIA TIO x 100.98 EXISTING SPOT GRADE y MARK ON CONC. APRON S EL.=100.00 (Assumed) _�/ 1 -E i --{106 PROPOSED CONTOUR 106 PROPOSED SPOT GRADE �ci 1 a U UNDERGROUND WIRES R0�'Nce �0 G EXISTING GAS SERVICE La �,� DDRR. o W EXISTING WATER SERVICE 5 TEST PIT O a a SITE PERCHERON �J PA'ED ,D io ter, „i° o pp DRIVEWA\ �� rn cr P BENCHMARK 9� = APPALOOSA `3 0 WAY EXIST. RET. WALL ^p �� 101 $� (REMOVE) �' -�_ I R° pR�,1(NESS d0E iHOMP HOLDER + SO EXISTING SEPTIC TANK TOP OF TANK, EL.=103.99t RA CC U I ONd'� LOCUS MAP INV.(OUT)=102.66f 102 , No£R VNO R NOT TO SCALE EXISTING LEACH PIT P Rox `o� I RIM 88.93 GENERAL NOTES: TO BE REMOVED /� — o / 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL (SEE NOTE 11) �O`L 4 t BOARD OF HEALTH AND THE DESIGN ENGINEER. 10 2 ORK AND MATERIALS SHALL STATE ORREQUIREMENTS ENVIRONMENTAL CODE, TE V, AND ANY APPLI OF HE CABLE 1� EXISTING ATE W r LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: W —310 CMR 15.405(1)(b): x 105. 6 ADD HOUSE (#157) .J 1) A 1' variance to the 3' maximum cover requirement, for 4' of max. cover. S.A.S. shall be H-20 and vented. 2G� STEPS 8' FF EL.=111.46t I 90 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE CD \ DESIGN ENGINEER. by O% � , NI 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. CHVEARCOA>! 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF G J THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ADD �_ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. / Y�08.99 106 STEPS G 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 01 i' 109 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9j� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 061gp 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROP. RET. WALL F 'VC x 110.00 O THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING TOP EL.=108.0 ^per CONSTRUCTION. BOTT. EL.=106.0 76, �O 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS /� / I �/�'� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 63.1 � g ! REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). AC CONDENSORS 0(9,7 / �O �O^ 2\ 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE (APPROX.) ly / �O mph Op ^o� �O`V �p� �p0 �� o,� 93 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND /F Mgssy IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. � N/� / / � I ( f Rq LOT 72 PROPOSED SEPTIC SYSTEM UPGRADE PLAN oz PETER T. McENTEE N QF APN 151 -077 157 SADDLER LANE, WEST BARNSTABLE, MA CIVIL 35109 H S��/Zq 19,261 S.F.t 1 Prepared for: John Zoppala, 157 Saddler Ln., W. Barnstable, MA 02668 Engineering by: SCALE 20� P.T.M. 105-0O. Engineering Works, Inc. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. I Q (508) 477-5313 2/20/09 P.T.M. 1 of 2 ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED Gg FINISH GRADE: SHALL NOT BE < EL:102.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE- S.A.S. F77:7SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21° 5-4' POLYSEAL OUTLETS_ INSTALL RISERS & COVERS OVER INLET & INSTALL` RISER & COVER INSTALL INSPECTION PART- OVER -END UNIT CHARCOAL 2" _ _ 2" I-a' POLYSEAL INLETS OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE T.O.F. VENT ' EXISTING F.G. EL.=106.0t F.G. EL: 105.8f F.G. EL: p105.8-106.3(MAX.) i; / MAINTAIN 2% GRADE (MIN.) OVER S.A.S. N 00 CS in T _ INSPECTION � CSW L 13' L 9'(MAX) PORT @ S=1% (MIN.) 0 S=1% (MIN.) 4"SCH4U PVC 4"SCH40 PVC e E c J Top View �/ Section 14° a' 11.3' TO D—BOX INVERT EXISTING 48' LIQUID LEVEL ADD INV.=102.20 PROPOSED INV.=102.03 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' GAS.BAFFLE r INV.=102.66t D-BOX INV.=101.94 SOIL ABSORPTION 6SYSTE�(PROFI ) EXISTING 4 OUTLETS (MIN.) EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER BACKFILL WITN"'CLEAN NATIVE OR 75' PERC SAND TO TOP OF CHAMBERS NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BREAKOUT=TOP STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). TOP ELEV.=102.33 2) INSTALL INLET & OUTLET TEES AS REQUIRED. INV. ELEV.=101.94 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM ELEV.=101.00 II�IIII IIIIIt�II AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 2,83' ( 76' --I 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 5' MIN. ABOVE BOTTOM OF INVERTS PRIOR TO CONSTRUCTION. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11,3' PROFILE EXISTING SUITABLE ESTIMATED G.W. BELOW EL.=96.0 = MATERIAL 4 ROWS OF 4 — 16" (H-20) ADS BIODIFFUSER UNITS SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEENI EACH ROW & NO STONE TYPICAL SECTION 16' N.T.S. N.T.S. 11.21 SOIL LOG 34" � 2008 ON FILE DESIGN CRITERIA iEx sTING!,. ,�" DATE: JUNE 16 ( ) SECTION END CAP /HOUSE (#137) SOIL EVALUATOR: K.N. SRINIVASA, PE NUMBER OF BEDROOMS: 3 BEDROOMS j/,' WITNESS: DONNA MIORANDI R.S. 16" HIGH CAPACITY (H-20> BIODIFFUSER UNIT HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I - ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 35.0 MODEL 16" HICAP /BACK OF HOUSE 108.8 A 1 0, 107.2 A 0 LENGTH 76' DAILY FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM NOTCH UNIT CONFIGURATION AND AVAILABILITY SUBJEC DESIGN FLOW: 330 G.P.D. 10YR 4/2 10YR 4/2 EFFECTIVE LENGT 75' CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY 108.1 g" 106.5 g" D DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE, GARBAGE GRINDER: NO DECK / C1 C1 SIDE WALL HEGGH 11,2" LEACHING AREA REQUIRED: (330) = 445.9 S.F. � ��� SAND/ROOTS SAND/ROOTS, OVERALL HEIGHT 16" p 16YR 6/4 10YR 6/4 OVERALL WIDTH 34' HILL TRUEOHI B 30 HILLIARD, OHI❑ 43026 Cx)EXISTING SEPTIC TANK: 10004GALLON CAPACITY a+. s`�6+, o`� CAPACITY 13,6 CF PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED C101,7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. 1 08.8 •54�� 103.2 48" C2 ' C2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 4 - 16" (H-20)ADS BIODIFFUSER UNITS ' 157 SADDLER LANE WEST BARNSTABLE MA W/ NO STONE FOR AN S.A.S. WITH DIMENSIONS 1 1 .3' x 25.0' pROPOS `i MED. SAND E� MED. SAND (HIGH CAPACITY INFILTRATORS MAY BE SUBSTITUTED) S. �� 10YR 7/3 . IOYR 7/3 Prepared for: John Zappola, 157 Saddler Ln., W. Barnstable, MA 02668 SIDEWALL AREA: NOT APPLICABLE 2S 'A �1 Engineering by: BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) SCALE DRAWN JOB. N0. 99.3 114" 99.2 96" NTS P.T.M. 105-09 16 UNITS x 6,26 LF x 4.7 SF/LF = 470.0 SF PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works, Inc. I 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 x 47U.0 = 347.8 GPD S.A.S. LAYOUT 1�4NO GROUNDWATER ENCOUNTERED 2/20/09 P.T.M. 2 Of 2 VERIFY SOIL CONSISTANCY TO EL.=96.0 DURING INSTALL (508) 477-5313 I TOWN G 15* (,% ,&.�A55E55OR5 MAPS LOT TOP OF ID t MIN. ZONING , i�i� , FOUND. IO MIN. SEPTIC TANKr� � tST. g0 i • 5ET8ACKS: FRONT s 75'5IDES� 75 REAR=7 5 4 �� -i LEACHING FACILI-TY _ J_M�NGaovuocove� GAS. I 47 �, �� I d 42 ter•,plc- � / � '� �• 92,Sj�.. SECTION- SEGJAGE -- N - �35•�' L-Crr 37 i4� TEST HOLE LOGSd DESIGN FOR 70 ` w TE5T 8Y: PERC.RATE 3 MIN.//N. DATE . IZ I /� FLOW RATE ll� 6AL./0AYf6D 3z-31D 5EPTIC TANK 330 (1•S) 4,5 a. - -REq'D. SEPTIC TANK l OOD \ JSD ks' LEACHING FACILITY / ° OX Icy \ u I�B 5 , O a- r,¢ a St• -_ W1SIDE WALL - 24z4.I G/o OaorToM -72,sG/o TOTAL 2Cn7.O 5F LEA I/,, n NOTES J nit I 1. DATUM(MSL)t TAKEN FROM 1,AVJQt 6j �I 73 — — QUADRANGLE MAP . . _ 2. MUNICIPAL HATER I47 AVAILABLE S N" _ 1 ` d V _ 3. lOE5/6N LOADING FOR ALL PRECA5T U)JIT5:AASHO i -44 j s n I 5"S Q. PIPE UOINTS SHALL SE MADE WATER T/C,HT. I. IJO 0LJQ- C�pf) D -5. CON5TRUCTION DETAILS TO 8E IN ACCORDANCE WITH i CON/N/.OF MA55. STATE ENVIRONMENTAL C04E TIME SC i�P AKaUT X �c) GDi G 7 I I j - .% ;•a O 6. TH15 PLAN FOR P90PO5E0 41ORK ONLY AND SHouLO Nor BE U5ED FoR PRORERrY' LN. STAKING. O OftisC�fAsRO ' yG j r? ARNER03ANK c JH. _ 0204 q s ISITE_-.A.IfD:__ EIJAG9 . PLAN. . � ti L EGENO (Yown came eng117eerInq h LOCUS : LOT -72-,7APPL.Ep� Lam' &-eo e-P--v.(.t c CIVIL ENGIhtEEFtS CoNToves (Ex►op) ---- REFERENCE: � LAND SUR�/EYDRS (PROP,)v--..-- ` ��-�-- — — -- — CONC.SOUND -- - PREPARED AOR: _.... ®I C6 ` �« q2� Main st.Yarmouth,MCi TEST HOLE ���—U+.s-�..9 2 c-fai�t3a�1 k. P� - board of-health SCALE : I�� _qO� DATE g-7-8Co JOB NO. APPROVED 0ATE MA NOTE: THE LOT SHOWN IS LOCATED WITHIN THE P Z AQUIFER PROTECTION OVERLAY DISTRICT AND THE C O RESOURCE PROTECTION OVERLAY DISTRICT. �'s 0 6 F- ZONED: RF Q FINISHED GRADE cv AREA: 43,560 SF �, LA' 0 RETAIN EXIST. GRADE FRONTAGE: 150 FT N/F HUN7E LO SETBACK: 30 FT HATE �F, � F��IcF W ~Q SIDEYARD: 15 FT w O W W N R HILL RESIDENT gSSDDIA110 oouB�EB,� y„ I �'r • •', � ( REARYARD: 15 FT a� � U II^^ N WASHED STONE PONEER TRO�ING !i'p Z O Y! 5 CD ASSESSORS MAP 151 LOT 77 o PATH �P� 0 0 !�` -- - _'� �� ~ \ \ 4" DIA. PVC j DEED BOOK 22689 PAGE 15 LA. ��`� DDRBY SITE z W Q s / \ \ �� \ �\ PERFORATED �� Z 92.51 PIPE Y G0�0 O�GP W (_� O s ��� f \ _ ` \ \ \ \\ \ \ \ I 34"-1Y"DOUBLE N G�� �'\� P HERON Z_ � Z = _ SOIL TEST DATA '�i PERC/ \ ,.. ., -�, WASHED STONE � J �jJ _ _ \� '�_` \� ,I EXCAVATION TEST BY: K,N.Srinivasa,P.E. �����' s wA C) Z) U O r SIDEWALL k Z � TBM , �� i �� oy - � 3, Kal unte Engineering Corporation SPoo�ER o APPALOOSA W z O / \ MARK ON > a CONC. APRON CP I _�_ PLASTIC BREAKOUT ELEV=100.00 \ \ I \ EFFECTIVE WIDTH - �` BARRIER, 40 MIL, PERCOLATION TEST WAY W U T W ,` 5' DEEP;BOT EL. SEE DATE.6-16.2008 nME:1.30pm 1 ' \ \ \ \ SE���cE \ \ PLAN OBSERVATIONHOLE# TP VENT PIPE /.^ !� -" _ - �Nb E -\ \ \ I � DERTHOFPERC. Y ® _ -7 0, \\o�UNo"�R�R� START PRESOAK LOCUS MAP J ❑ INV=102.0 f / � � U � 'PPROX.'\ \\ `•. \\ \ \_\ � \ \ I D$B Q BREAKOUT BARRIER �p� c 1 I \ \ RIM'*88.93 END PRESOAK 40 MIL, L=51', 5' DEEP; /�S / ' a j\ \ ` `^� \ \ \, \ TIMEAT12 NOT TO SCALE Y r� �, s , �, � � \ � \ \ \ � t, i'\ \\ I LEACHING TRENCH DETAIL ^ dd BOT EL. 97.50 �� ,Q O \ i \ \ \ \ \' \ \ \ \ I TIME AT 9^ o \ \ \ \ NOT TO SCALE co \ \ \ \ \ I TIME AT6' PROJECT INFORMATION EXIST. LEACHIN i / / /� 2 = y o `, \ \ \ \ \ ® `` - �u ~UV TER \ �, I \I 'Q TIME 9^ti^ 1. PROJECT: SEPTIC SYSTEM REPAIR PIT TO BE ���, ! / 9/i/ ���, -' ; � � _ - - NT` W \ W ( REMOVED i / / _ \ I�1 I I\ J RATEMIN.ANCN <2MPl , EXIST. TANK TO / % ? ��, - - \ ` \ `� \ co 1 ` \ 2. LOCATION:` 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1854 .' RS,Samstable BOH-- , i 1 I WITNESS:MS.OonnaZ Mioranpli, „s F BE REMOVED / INV=106.85 \ \ \ I \� 9 / (�'' o \ \ \ I I ) I I I , I I I °\ Percolation test was not done due to the type of material encounered COVER TANK 3 / 1 ( 1 \ \ j ( I I I 1` j r I I 1 I \ ANGLE PREVIOUFIRS SLYT LSTAKE AID BALE WARD \ excessively drained matelfal,sand,doeshotholdwater,<2MP►assumed 3. (OWNER /APPLICANT: GMAC Mortgage LLC 1-4"PVC SCH EL=108.16 m t ` \ \ \ I I 1 1 I /�_ 8 110 Virginia Drive, Ft. Washington, PA 19034 40, PERF. PIPES ® ' _ INV=107.3 I I \\ \ \ I I } I I I I I } I I I ��� .` / o o / , O�S 4. ILocal Contact: Robert Burk, 11 Walnut Hill Road, Chestnut Hill, MA 02467; Tel: 617-590-4054 {1 INV=102.2 /` j s P� - D-Sox �J / 4 Q O O a ( ' I I I II I } I I } I I ' I I I I I FLOW _ �1 `- �- �/` TEST PIT 5. EXISTING CONDITION: A vacant bank foreclosed building consisting of four(4) INV. IN=106.6 -� ,. �ClI 40 1 ,s \ bedroom and a toilet In the basement connected by gravity to the INV. OUT=106.5 / NOT TO SCALE existing septic tank. This connection has made the tank very deep and INV=106.4 `G INV=107.1\ / / / I 1 (� I / existing leaching pit very deep BOUND BALES / / LI I ,1 jj ( I I �1 - PLACED ON CONTOUR 0 SILTATION ' i11� ��TRF� moo. INV=106.2 ! / �i/ I 1 _ EL. 97.50 6. PROPOSED DESIGN FOR SEPTIC SYSTEM REPAIR: ®� Cy ,� �� I I / _ f 2 RE-BARS, STEEL PICKETS, OR 2"x A FENCE 1,500 GAL. � g � 1 / AREA-� 9 2611 S� 1 I � � � / / " ELIMINATE THE BASEMENT TOILET, AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE ® � � / / / / I \ ' G, I � 2" STAKES 1-1/2' TO 2' IN GROUND. 8 SAND, 10YR6/2 SEPTIC TANK \ � DRIVE STAKES FLUSH WITH BALES. RETAINED PROVIDE PUMPING TO THE SEPTIC TANK. NO GENERATOR IS NEEDED. ONE CAN USE TOILETS IN THE 1ST 1-4"PVC SCH ®� ♦ o > / / // / / / / 0K / I 1i ' 1 1 I I 1 O /_ 4Q PERF. PIPES 0. 4 A(C. �l I `` & 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM. 6.6' \ ^o/ / / r / ! I I 1 11 Q ANCHORINIG DETAIL SAND, ROOTS C1 10YR6/4 DESIGN CRITERIA: 4 BEDROOMS @ 110 GALLONS PER DAY/BED ROOM BREAKOUT BARRIER ,, / j DESIGN FLOW: 440 GPD; 200% DESIGN VOLUME =880 GALLONS 40 MIL, L=96', 5' DEEP; ckgo / ! SEPTIC TANK: MINIMUM 1500 GALLONS PRECAST CONCRETE NEW TANK BOT EL. 102.5 FF�o / , 48 PERCOLATION TEST: COARSE SAND, CLASS I SOIL - SAND; <2MP1 VENT PIPE Fy ! / / / / I / "N / y ' / / / t I ( ( I / 36 MIN FENCE POSTLEACHING TRENCH DESIGN: @ 5 MPI, CLASS I SOIL, USE 0.74 GPD/SQ.FT. AREA NEEDED: 595 SO. FT. �44z/ t 1 / l wovEN WIRE FENCE USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF OFSpU / /l MAX162 GAUGE I MESH SPACING) EFFECTIVE TRENCH WIDTH; OR 7 SQ. FT. PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. Zq WITH FILTER CLOTH OVER10YR7 SAND TOTAL LEACHING AREA PROVIDED 1S 630 SQ. FT.; E702 /l 0YR7/3 USE 4 INCH PVC SCH 40 PERFORATED PIPES IN THE TRENCHES, AND 4 INCH PVC SCH 40 PIPE OUTSIDE THE 20" MIN C2 'LEACHING TRENCHES. PROVIDE VENTING SYSTEM AS SHOWN. - - - NO GARBAGE GRINDER IS ALLOWED EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW 9'- INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE co BARRIER 5 FEET DEEP & AND 40 MIL IN THICKNESS SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- 6 16 08 11 A.M. , 0 NO WATER AT EL. 85.50 378-3800. SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. C0 PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED. > 4" VERTICAL FACE VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF a) EMBED FILTER CLOT 16" MIN WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES. SITE PLAN MIN 8" INTO GROUN GENERAL NOTES SCALE 1 20' 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE >` SECTION -0 T SEWAGE DISPOSAL SYSTEMS AND LOCAL STANDARDS. NO GUARANTEE IS EXPRESSED OR HEY DALE DETAIL IMPLIED THAT THE SYSTEM WILL FUNCTION PROPERLY. OBTAIN ALL NEEDED PERMITS FROM THE TOWN - HOF BARNSTABLE PRIOR TO START OF ANY CONSTRUCTION. > NOT TO SCALE / / 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND ch 21.9' FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL. TEST INFORMATION Q / SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION / AND IS NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. r o O W o CID �_0 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER. DIFFERING SITE CONDITIONS SHALL BE o ", \/ Q Y o ALL LINES FROM 4"0 PVC VENT PIPE / / ti �^, J REPORTED TO THE ENGINEER. \ - THE BLDG, SHOULD BE / FILL FOR TRENCH A. �`�// �o z < o Z WI1FH GOOSE NECK �i c +, 4" DIA. PVC SCH 40 FINISHE`D GRADE FOR TRENCH "B" SEE PLAN FOR ,� w 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1/4-th OF THE � CONNECT TO THIS PIPE ANID INSECT SCREEN o LIQUID DEPTH. +, .� a REGRADING / a ti 21 � CS a) FINISHED GRADE FOR TRENCH "A" COUPLING LIMIT OF PERFORATION // C) FIRST FLOOR m 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S 4"0 PVC SCH 40 EXIST- GRADE -- - - - - -- EL=116.46 RECOMMENDATIONS AND PROCEDURES. EL=1�09.0 - --- -- - ---- -- ---- - - -- - -- ._ _ I- -- N D-Box g 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) SETS OF SHOP DRAWINGS FROM THE 2" - "TO PROP. EL=104.0 t2 1p.1' MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. � PVC SDR 35 WASHED PE STONE] / � 6,>, \ 32.2 Qs. 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. a 00 00 o BASEMENT FLOOR •- R� 8. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST VJ T o EL=103.34 NCN " s.AL. o° EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE W J N : �ONCRET COLLAR SEPTIC 1,500 GTANK � 6 w \ PLANS. o\ 4' TIGHT E 10. z co Q JOINT PeETIGHT 4"PERFORA PVC PIPE LA RF R T D DOWN �\ 9. ALL EXCESS MATERIALS OF EXCAVATION AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE zc CORE DRILLING IN THE d' JOINT PIPE BOT. OF STONES SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. to el- W - FOUNDATIONFOR THE TEE WITH EL. 100.0 (A) to W cc NEW INVERT @ 107.3. EFFLUENT FILTER EL. 104.2 (8) Np 0 CUT OFF BASEMENT 12" OF J TO 1 �' DOUBLE �L, ` 10. DESIGN ENGINEER (KEC) SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN W Q TOILET PIPING. TOILET m WASHED STONE 1� BREAKOUT BARRIER SUBSURFACE CONDITIONS. J 06 CLOSED. c� „ „ O �N 40 MIL, L=88', 5' DEEP; �n N LEACHING TRENCH A (B) N M L Co 17 4 PVC SCH 40 SANITARY c0 co � 00 00 BOT EL. 88.00 only 11. ALL INSIDE PLUMBING SHALL BE CONNECTED TO THE SEPTIC TANK. Q J z 0 BUILDING o TEE INLET OR PRECAST o 0 0 BOTTOM OF FIELD LEVEL `- (- outer trench side onlyC/3 Q �n `� SEPTIC TANK - z_ z FOR ENTIRE LENGTH ziz SAS PLAN LOCATION 12. CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY Q < U o SCALE 1 20 APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. Cn � >> _ Ln 10' z 10'-6" z 12' z zVARIES 1 45' � Cr W WATERTIGHT H-20 BENSON 1500-GAL. 13. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. r Cr C/3 W PRECAST CONCRETE SEPTIC TANK PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 m j (5.7'x10.5); 0 BOTTOM OF TANK STRUCTURAL DISTRIBUTION EXIST. SYSTEM REMOVAL REQUIREMENTS SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE � BOX, TO WITHSTAND H2O LOADING co 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS PERMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: L BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. ° Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO m Steel reinforcement: ASTM A-615, grade 60 PROFILE DECOMMISSIONING AND ABANDONING THE EXISTING CESS POOL J Cover to steel: 1". 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF Earth Cover to handle 5'a shall meet ASTM C858 and ACI 318 & H-20 Loading NOT TO SCALE THE EXISTING SYSTEM, 310 CMR: 15.354. THIS SHALL INCLUDE: a� E {a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION D VV g N O. Construction joints sealed w/1" dia. Butyl rubber. (b) PUMPING OUT TANK OF ITS CONTENTS FULLY BY LICENSED c n SEPTAGE HAULER. (c) REMOVE THE TANK & PIT AND FILL WITH CLEAN SAND. I' NOTE: Existing system is not being used presently. Any interferrence with exist. system during construction, seek permission from BOH to remove the existing units as needed. c� I - a I s TEST PIT TP1 TEST PIT TP2P z FINISHED GRADE CN O RETAIN EXIST. GRADE NOT TO SCALE NOT TO SCALE S O 2" M1NY$" Y" I I 0 A EL. 108.82 0 A EL. 107.22 DOUBLE r, c� WASHED STONE .,.. SAND, 10YR6/2 8" SAND, 10YR6/2 rncm I S SF��i 0- W N W W O � HUN�R HALL RESIDENT q � SAND, ROOTS SAND ROOTS SS qTI 4" DIA. PVC i C1 10YR6/4 C1 10YR6/4 p O W 0 PIPE PERFGRATED I PONEER TROT?/NG$R �,O �"� Z �-- - o PAT �Q -- � _. \ � �., � .� �` •,. \� cv 48 48" H �P Cq. � 1 r %4"-1Y2"DOUBLE IQZ DERBY Z Z J WASHED STONE I LA. Q�� DR. SITE W Q Z - \ �� \ P V 51 ,,, �.,,,�,� .,, � EXCAVATION I O� O�G I11 coMEDIUM SAND MEDIUM SAND ¢� ��� P t- \ \ SIDEWALL yG �` y W Z M 13 10YR7/3 10YR7/3 ROAERpN Z }- = � PLASTIC BR AKOUT E \ . I E t P _J W � \ EFFECTIVE WIDTH C2 C2 o rR tR BARRIER, 40 MIL, I �iq� Q WAY V +J V r � / / l /o \. -� ____ ,! �- j , w 5 DEEP;BOT EL. SEE I �9 0 \ � Z reM n �� L ` . o i PLAN ©�E� APPALOOSA W Z O MARK ON co S',. q, 1 \ \ I : „ , P� o / \ cork. APRON °O 1 I 1 , - -- �- - \ \ y ELEV=1Oo.00 \ ` mot, �` ` 6/16/08 , 11 A.M. 8 6/16/08 11 A.M. p�, WAY W O NO WATER AT EL. 99.32 NO WATER AT EL. 99.22 p�� Q� � ' \ \ \\\\ \, �N,cE� \ r. BOT. OF LEACHING VISIIBLE �O� �P`' ��� HOLDER Z �� GRADE EL=102.54 = \ \ �`\ LEACHING TRENCH DETAIL VENT PIPE / ! v \q \ � \ RGRa! \ - - -1 \ Q� NOT TO SCALE i 0 N / U�, 2_ \`�. \ \ \ \ o� LOCUS MAP INV=102.0 , X. 0 BREAKOUT BARRIER / /jp - cU } I p?� \ \\ \� \ \ \\\, \ ;\ �RIM�88.93 NOT TO SCALE [� 40 MIL, L=51% 5' DEEP; - BOT EL. 97.50 tio� / - ti ` \ \ \ \ ` \ \ � - V� 105.36 PERCOLATION TEST PT C PR©JE.,T INFORMATION \ \ I EXIST. LfACHIN \ ;. ti . �. \ \ \ 1. PROJECT. SEPTIC SYSTEM REPAIR PIT TO 8E � ®/ � � �r <- _ \ �NATER \ \ \ � j \I REMOVED ,�� �' ' _ _ \ \ W \ ,W SOIL TEST DATA w c� c� \ \ 1 j -�-.1 2. LOCATION: 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1854 EXIST. TANK TO /� , z - j 7 I \� TEST BY. K,N.Srinivasa,P.E. ¢ , BE REMOVED 1 i > I# � INv=1o6.Bs � o ��. \\ � \ \ I � j j �u }i I � ! TP?/ sEPnc TANK 6 '--' _ ANGLE FIRST STAKE TOWARD Kaikunte Engineering Corporation 3, (OWNER /APPLICANT: GMAC Mortgage LLC '� o ct lol r 1 1 4' covE� 3 % 1 1 ` I + j \ PREVIOUSLY LAID BALE - / EL=aos.rts Q \ I I I I 110 Virginia Drive, Ft. Washington, PA 19034 1 4°PVC SCH � / \ t m \ I 40, PERF. PIPES / NV=1 7.3 \ I ` I I I I I I I I I . _ PERCOLATION TEST , . o / / 107, g T Q--sx + I j I I I I 1 I I I I I I I I I ` /` /`� - �/ oar s-16MO T&E.,1.3op,,, 4. !Local Contact: Robert Burk, 11 Walnut Hill Road, Chestnut Hill, MA 02467; Tel: 617 590 4054 INV=102.2 I I I � OBSERVATION HOLE# _ 1' r,� / 4 s j I 1 i I I i I I FLOW _1 - 5. EXISTING CONDITION: A vacant bank foreclosed building consisting of THREE(3) D BOX O I /` I I g 9 ( ) o� 1 I I �- I I I INV. IN=106.6 rt �CO899 ' 1 as ssR�cE \ l / I I I I I , 1 [ I _���/ / '\ DERTHOFPERC. bedrooms, one room for Office/Den. A toilet in the basement is connected by gravity to the _ � \ I I I I I � ,/ INV. OUT 106.5 / 109.37 ,2p N. � I ) / / I I I 1 1 f � / - _ STARTPRE-SOAK existing septic tank, and this connection has mode the existing tank very deep and INV=106.4 ♦ ♦ INV=107.1` / / / I r� / I / - -� END PRE-SOAK existing leaching it very deep 1 _ Y o I g 9P p r �I'.9 BOUND BALES PLACED ON CONTOUR77MEAT 12" sILrATIONN ♦ \ f l ( - TIMEArs" 6. PROPOSED DESIGN FOR SEPTIC SYSTEM REPAIR: C ` l I I 2 RE-BARS, STEEL PICKETS, OR 2"x FENCE 1,509 GAL. \ ♦ �� / / AREA=� 9 /26/1 S� I �1 1 1 / ELIMINATE THE BASEMENT TOILET AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE / / / 1 j j j �G, I I �` `c 2" STAKES 1-1/2' TO 2' IN GROUND. TIMEAT6" ' SEPTIC TANK \ / / , • O �, DRIVE STAKES FLUSH WITH BALES. TIME(9-6� RETAINED PROVIDE PUMPING TO THE SEPTIC TANK. NO GENERATOR IS NEEDED, ONE CAN USE TOILETS IN THE 1ST 1-4"PVC SCH ®� ♦ ' 110.00 /f // / 1 // // / / O / i I 1 I ; k / -1�� & 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM. 40, PERF. PIPES 6.6' �� tea/ f / / / / j 0. ; C./ / I j ,�j j I / Q f�NCI`IORIIVI G DET/�IL RATEM/N.IMtCH <2MPt WITNESS:MS.DonnaZ Mbrandl,RS,Bamsfift BOH DESIGN CRITERIA: 3 BEDROOMS Q 110 GALLONS PER DAY/BED ROOM 6REAKOUT BARRIER ♦ / ` o� / / / / Peroola m test was done due to Nts"ofma"I enoouneW- / / / / / / / / t /`� (n DESIGN FLOW: 330 GPD; 200% DESIGN VOLUME =660 GALLONS 40 MIL, L=96', 5' DEEP; excessively dn�ining material,sand,hole did riot war.Therefore,<2MPl assumed BOT EL. 102.5 INv=166.2� F� f � � % / /�Y / / / SEPTIC TANK: MINIMUM 1500 GALLONS PRECAST CONCRETE NEW TANK G VENT PIPE / cF� / / / , l PERCOLATION TEST: COARSE SAND, CLASS I SOIL - SAND; <2MPI j � / / / / I/ i% ( r / 36" MIN FENCE POST- -- LEACHING TRENCH DESIGN: Q 5 MN, CLASS I SOIL, USE 0.74 GPD/SQ.FT. WOVEN WIRE FENCE AREA NEEDED: 446 SQ. FT. '�VkL� ♦ / (14-112 GAUGE MIN, USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF ♦ / / MAX 6" MESH SPACING) EFFECTIVE TRENCH WIDTH; OR 7 SQ, FT. PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. q(!2q �sl o / WITH FILTER CLOTH OVERTOTAL LEACHING AREA PROVIDED IS 630 SQ. FT.; ABOUT 41% MORE THAN WHAT IS NEEDED. 2 / USE 4 INCH PVC SCH 40 PERFORATED PIPES IN THE TRENCHES, AND 4 INCH PVC SCH 40 PIPE OUTSIDE THE ♦ ♦ 20" MIN = LEACHING TRENCHES. `f NOTE: THE LOT SHOWN IS LOCATED WITHIN THE PROVIDE VENTING SYSTEM AS SHOWN. «` AQUIFER PROTECTION OVERLAY DISTRICT AND THE NO GARBAGE GRINDER IS ALLOWED (EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW RESOURCE PROTECTION OVERLAY DISTRICT. INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE BARRIER, 5 FEET DEEP & AND 40 MIL IN THICKNESS, SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- 0 378-3800. SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. ZONED: RF PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED. > 4" VERTICAL FACE AREA: 43,560 SF VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF a) FRONTAGE: 150 FT WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES, Of SITE PLAN EMBED FILTER CLOT 16 MIN SETBACK: 3O FT MIN 8" INTO GROUN SIDEYARD: 15 FT GENERAL NOTES SCALE 1 " = 20' REARYARD: 15 FT 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE >` SECTION SEWAGE DISPOSAL SYSTEMS AND LOCAL STANDARDS. NO GUARANTEE IS EXPRESSED OR HAY BALE DETAIL ASSESSORS MAP 151 LOT 77 IMPLIED THAT THE SYSTEM WILL FUNCTION PROPERLY. OBTAIN ALL NEEDED PERMITS FROM THE TOWN _ DEED BOOK 22689 PAGE 15 OF BARNSTABLE PRIOR TO START OF ANY CONSTRUCTION. > O NOT TO SCALE 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL, TEST INFORMATIONF Q SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. r� o o 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER, DIFFERING SITE CONDITIONS SHALL BE C3 N Y � Y o RAISE ACCESS COVER REPORTED TO THE ENGINEER. z co Q ALL LINES FROM 4"0 PVC VENT PIPE N \ WITHIN 6" OF GRADE, FILL FOR TRENCH A. ¢ � 0 THE BLDG, SHOULD BE TYP WITH GOOSE NECK • o z a� FINISHED GRADE FOR TRENCH 'e" SEE PLAN FOR 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1/4-th OF THE v REGRADING LIQUID DEPTH. 0 CONNECT TO THIS PIPE 4" DIA. PVC SCH 40 FINISHED GRADE FOR TRENCH "A" AND INSECT SCREEN © Cn 0 c� o o� LIMIT OF PERFORATION FIRST FLOOR COUPLING ,� GRADE EL_110.0 TENCH "e" - _ 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S 00 - - IST. GRADE -- -- RECOMMENDATIONS AND PROCEDURES. o EL-116,46 4 PVC SCH 40 09.0 - EL=108.3 0 --.__. /__ziL=_L 9z ----- ---•c_ _. __ TOP OF TANK EL=108.35 `` - N 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) SETS OF SHOP DRAWINGS FROM THE 2" -J"TO 12 PROP. EL=104.0 MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. cmn WASHED PEASTONE EL-102. PVC SDR 35 � . 6 / 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. � ,� ¢ 3.0' 3.0' 0 BASEMENT FLOOR 21.9' 8. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST EL=103.34 . " "% / EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE o j 4" TIGHT N CONCRETE COLLAR ,� o f M PLANS. Z ar 0 4"PERFORA PVC PIPE r, {n JOINT P#�ETIGHT c� o �- �t JOINT PIPE LA RF R T DOWN BOT. OF STONES j / �_ "' 0 9. ALL EXCESS MATERIALS OF EXCAVATION, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE cc� cn CORE DRILLING IN THE l Wr\ '. SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. to FOUNDATIONFOR THE TEE WITH EL. 100.0 (A) ti - 1 „ ,; � L1J W LO NEW INVERT C� 107.3. EFFLUENT FILTER EL. 104.2 (8) o`� / `�° o� �'' (� p CUT OFF BASEMENT 12" OF TO 1 ' DOUBLE .. / ? `'_ 10. DESIGN ENGINEER (KEC) SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN TOILET PIPING. TOILET °�° WASHED STONE Q0 // v� o ,� W Q BREAKOUT BARRIER ,�oo ,y SUBSURFACE CONDITIONS. 06 CLOSED. N o 40 MIL L=88 5 DEEP; cn i co Z 4" PVc SCH a40 SANITARY o`r'o o ,n N ci LEACHING TRENCH A (B) �i cd BOT EL. 88.00 only / Q / W 0 0 0 o Y m 11. ALL INSIDE PLUMBING SHALL BE CONNECTED TO THE SEPTIC TANK. J y- °' TEE INLET OR PRECAST CO 0 - BOTTOM OF FIELD LEVEL - outer trench side only / / � C/3 sa BUILDING o 0 0 o m M r > > FOR ENTIRE LENGTH z z / 3� 12. CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY Q U SEPTIC TANK z z z z 2 % I— ..J o - - - - D-BOX APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. C/) f-- 10� z 10�_6N z 12� z z 1P 1p 1 �, Z W m 13. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. Q C/3 W WATERTIGHT H-20 BE SEPTIC 1500-GAL. 32 2 PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 PRECAST CONCRETE SEPTIC TANK ♦ ` � \' o m (5.7'x 10.5'); v BOTTOM OF TANK EL=102.52 DISTRIBUTION �j EXIST SYSTEM REMOVAL REQUIREMENTS SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE BOX, TO WITHSTAND H2O LOADING 1,500 GAL NCy Q" \ s �� 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS SEPTIC TANK .� PERMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO n Steel reinforcement: ASTM A-615, grade 60 PROFILE ♦ DECOMMISSIONING AND ABANDONING THE EXISTING CESS POOL Cover to steel: 1". ♦ 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF Vauklt shall meet ASTM C858 and ACI 318 & H-20 Loading THE EXISTING SYSTEM, 310 CMR: 15.354. THIS SHALL INCLUDE: °3 Earth Cover to handle 5' NOT TO SCALE (a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION D W g N o. a Construction joints sealed w/i" dio. Butyl rubber. co (b) PUMPING OUT TANK OF ITS CONTENTS FULLY BY LICENSED U T SEPTAGE HAULER. ° SAS TRENCH PLAN LOCATION (c) REMOVE THE TANK & PIT AND FILL WITH CLEAN SAND. NOTE: Existing system is not being used presently. Any interferrence with exist. system SCALE 1 = 20' during construction, seek permission from BOH to remove the existing units as needed. z TEST PIT TP1 TEST PIT TP2 �P FINISHED GRADE � O RETAIN EXIST. GRADE NOT TO SCALE NOT TO SCALE \t\/t�\/\\\/\\%\\\i\�\/�� ��\\ , \%� i a 2- MIN;Y" �„ I ? O A EL. 108.82 0 A EL. 107.22 cn, DOUBLE WASHED STONE 8 SAND, 10YR6/2 8" SAND, 10YR6/2 <n s C- C/) NLO N/�' NUN Cc cc W p TER HILL RESIDENT AS 4" DIA. PVC I C1 10YR6 DOTS C1 SAND, ROOTS 4 OTS w O W W N (�►�+ AAQN PERFORATED I / / PONEER TR07?INC �'� V Z jr a "+ PIPE B �R Z I'� o PATH -Y"-1Y"DOUBLE � 48 48 �P LA �A. DERBY Z Z ,J r \ WASHED STONE I N Q 1 DR. SITE W Q c- 92.5�\�--.. \\ \ `\ EXCAVATION I Y 0�a O�GP� LLI O SIDEWALL yG y W Z F M I MEDIUM SAND MEDIUM SAND �� G�� �P Z �--- 3 1 OYR7/3 10YR7/3 G� p�1 Z PLASTIC BREAKOUT t EFFECTIVE WIDTH C2 C2 /�� a S pERpHER `-`RR -� W = BARRIER, 40 MIL, 0 I �o -r -\ , \ w 5' DEEP;BOT EL. SEE I \ t \ c �, sa n\ PLAN �R W Z �z CO = O TBM-A t � 4- :,a \ �p� o APPALOOSA O A / / \ MARK ON rn s I t 3 - I g'- 8 - ' S� v` ,{' O A �` \ CONC. APRON x ` \ 4 \ --A � WAY W I` ELEV=100.00 '\ ��. -�,_ 't- _ 6/16/08 11 A.M. 6/16/08 11 A.M. `O�`' ,,� 3Q NO WATER AT EL. 99.32 NO WATER AT EL, 99.22 O�' Q� GRADE EL=102.54 1 / \ \ \ \ \ \ \ }��cE\ \ I`l BOT. OF LEACHING VISIBLE �O� �Q�' �,Z� HOLDER Z �� \ \ C ,Gt \ LEACHING TRENCH DETAIL �a \ O D \ VENT PIPE / !' ��Q � �N � a _ __,�,�_ / �N4?101,!C \ \ NOT TO SCALE LOCUS MAP INv=1a2.o pPROx \ �. \ \ \\ '� \ ` I D$B RIM6,88.93 Q BREAKOUT BARRIER NOT TO SCALE [� 40 MIL, L=51', 5' DEEP; / BOT EL. 97.50 oL / �r \ \\ \ \ ` \ \ \ 105.36 , / `P �- o o ` \ \ \ \ \ \ \ \ \ `\ \ i PERCOLATION TEST- PT PROJECT INFORMATION EXIST. LEACHIN o ` `. \ \ \ \ \ \ \ \ \ // DATA 1. PROJECT: SEPTIC SYSTEM REPAIR PIT TO BE �h �/ �/ / - A? J _ _ �VJATER W \ \ W 1 ` \? SOIL TEST DAT/`1 aC REMOVED / I ,i, ` _ \ \ \\ ��� 2. LOCATION: 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1$54 EXIST. TANK TO �` z \ } , ? \9 TEST BY. K,N.Srinivasa,P.E. Iu %?� INV=106.85 \ \ \ l �ii 11 1 0 BE REMOVED \ I } I \ a a ca '® TP2�, SEPTIC TANK 5:o ^�� \, I ? U 1 1 I \ ANGLE FIRST STAKE TOWARD Kaikunte Engineering Corporation 3. OWNER /APPLICANT: GMAC Mortgage LLC ems" /o COVER j ( > \ l ( ( I I I 1 I \ PREVIOUSLY LAID BALE _ 110 Virginia Drive, Ft. Washington, PA 19034 t 1-4"PVC SCH ®' Ei_=108.1s ' 40, PERF. PIPES - \ I I I I _ / PERCOLATION TEST - 0 INV=107.3 ( \ I I ��`_ 4, Local Contact- Robert Burk, 11 Walnut Hill Road, Chestnut Hill, MA 02467; Tel: 617-590-4054 INv=102.2 107,A9r T �O I \ ) I I I i i 1 ? .- ./ / oarE:sfti2oos TIME.,13apm s� /f 4 ' 1 I I I I I ( I ( I ( ( ? ? ( FLOW _ 08SERVATIONHOL.E# n' S. EXISTING CONDITION: A vacant bank foreclosed building consisting of THREE(3) D-Box 1 of o o s I 1 1 ! I I ! ( I I I - /' g 9 O ,cas �,d DERTH OF PERC. INV. IN=106.6 rt 08 99 ,SCH 40 1 �v/cE- \ / / 1 , ( I ( ' ( rl ( I 1 I ( - - / _. bedrooms, one room for Office/Den. A toilet in the basement is connected by gravity to the INV. OUT=106.5 �: , p r 109.37 �_ % ) / / j l� f ( I ( J ( f� !t ( ? ` _ START PRE-SOAK existing septic tank, and this connection has made the existing tank very deep and v ( ( /0/_ / __ ` 9 P 9 Y P INV=106.4c ` ` �4 INV=107.1` / / / / I ) I (� ( [�.•- / _ END PRESOAK existing leaching pit very deep � � ( � l � � � 1 i _ `` ' � BOUND BALES / ( _ _ _ PLACED ON CONTOUR TIME AT 1? SILTATION / i1 •��RE'�C�, �` ��� � � � / J l / / � � ! I � ( � ? � � _ `' � / 2,RE-BARS, STEEL PICKETS, OR 2"x TIMEAT9" 6. PROPOSED. DESIGN FOR SEPTIC SYSTEM REPAIR: FENCE 1,500'GAL. gv f l I AREA=,19 26/l SE ` ! i I � �� / 2 STAKES 1-1/2' TO 2' IN GROUND. TIME AT6" ELIMINATE THE BASEMENT TOILET, AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE SEPTIC TANK ® / / > > , i 1 �0; I I ( O _ /_ - DRIVE STAKES FLUSH WITH BALES. TfME(9"-6'� RETAINED PROVIDE PUMPING TO THE SEPTIC TANK. NO GENERATOR IS NEEDED. ONE CAN USE TOILETS IN THE 1ST 1-4"PVC scH ®� �• 11aoa // // // / /1 /I l O+ / / , i ; { ! _��` < & 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM, 40, PERF. PIPES / 0.41-g AC. �� RATE MINANCH 2MP1 6.6' °/ / / / I / / �' I' 1 - ANCHORING DETAIL WITNESS:MS.Donne Mtorandl,RS,eamsb*BOH _ DESIGN CRITERIA: 3 BEDROOMS ® 110 GALLONS PER DAY/BED ROOM / `~ / / / / ` ��. Percdadontest was done,dueto the t000fmatWrfalenmmred DESIGN FLOW: 330 GPD; 200% DESIGN VOLUME =660 GALLONS BREAKOUT BARRIER �, f © / l s °� / / 1 ! / f ,o s, } l `�� / excessivelydrainingmatarial,sand,hde did not hold water fierefare,<2MPl a4sur►ed 40 MIL, L=96, 5' DEEP; Toc / / / / / / °j " •► SEPTIC TANK: MINIMUM 1500 GALLONS PRECAST CONCRETE NEW TANK BOT EL. 102.5 / ` moo`' PERCOLATION TEST: COARSE SAND, CLASS ISOIL - SAND; <2MP1 INV=106.2/ F4'oF�j` / I / % VENT PIPE > / / r { l 1 36" MIN FENCE POST LEACHING TRENCH DESIGN: @ 5 MPI, CLASS I SOIL, USE 0.74 GPD/SQ.FT. I I I AREA NEEDED: 595 SO. FT. I l WOVEN WIRE FENCE '�VK�� (14-1/2 GAUGE MIN, USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF 0 / / MAX 6" MESH SPACING) EFFECTIVE TRENCH WIDTH; OR 7 SQ. FT. PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. �Iq �6r WITH FILTER CLOTH OVER TOTAL LEACHING AREA PROVIDED IS 630 SQ. FT.; �02 USE 4 INCH PVC SCH 40 PERFORATED PIPES IN THE TRENCHES, AND 4 INCH PVC SCH 40 PIPE OUTSIDE THE LEACHING TRENCHES. 20» MIN NOTE: THE LOT SHOWN IS LOCATED WITHIN THE ,ROvtDE_VENTING_ SYSTEM AS SHOWN. AQUIFER PROTECTION OVERLAY DISTRICT AND THE NO GARBAGE GRINDER IS ALLOWED (EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW RESOURCE PROTECTION OVERLAY DISTRICT. INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE c BARRIER, 5 FEET DEEP & AND 40 MIL IN THICKNESS, SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- 0 378-3800. SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. U ZONED: RF PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED, 4" VERTICAL FACE AREA: 43,560 SF VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF 0, EMBED FILTER CLOT 16" MIN FRONTAGE: 150 FT WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES. SITE PLAN MIN 8" INTO GROUN SETBACK: 30 FT GENERAL NOTES SIDEYARD: 15 FT SCALE 1 = 20' REARYARD: 15 FT 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE SECTION SEWAGE DISPOSAL SYSTEMS AND LOCAL STANDARDS. NO GUARANTEE IS EXPRESSED OR HAY BALE DETAIL ASSESSORS MAP 151 LOT 77 IMPLIED THAT THE SYSTEM WILL FUNCTION PROPERLY. OBTAIN ALL NEEDED PERMITS FROM THE TOWN _0 DEED BOOK 22689 PAGE 15 OF BARNSTABLE PRIOR TO START OF ANY CONSTRUCTION. > o NOT TO :SCALE 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND Q FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL. TEST INFORMATION Q SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. q o CD 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER. DIFFERING SITE CONDITIONS SHALL BE a "I Y A \/ 0 RAISE ACCESS COVER REPORTED TO THE ENGINEER. z 00 >, a a ALL LINES FROM 4""o PVC VENT PIPE v� Q WITHIN 6" OF GRADE, FILL FOR TRENCH A. ¢ w 0 i THE BLDG, SHOULD BE SEE PLAN FOR Wi-TH GOOSE NECK 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1 4-th OF THE o z CONNECT TO THIS PIPE TYP. FINISHED GRADE FOR TRENCH B T / � REGRADING ARID INSECT I SCREEN a> LIQUID DEPTH. 0 �, 4" DIA. PVC SCH 40 FINISHED GRADE FOR TRENCH A 0 n Q LIMIT OF PERFORATION COUPLING GRADE EL_110.0 T EN CH B -_ 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S a0 FIRST FLOOR EXIST GRADE --- - - - 00 EL=116.46 4 0 PVC SCH 40 - --- EL=109.0 -___- - __ EL=108.3 RECOMMENDATIONS AND PROCEDURES. `v 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE 3 SETS OF SHOP DRAWINGS FROM THE TOP OF TANK EL=108.35 - ( ) PROP. EL=104.D 2 MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. - TOJ' 6' WASHED PEASTONE EL-102. , PVC SDR 35 02. 6 / 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. s " 3.0' 3.0' 00 r 21.9 8. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST VJ BASEMENT FLOOR - EL=103.34 a c / EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE d- j (D • t 4" TIGHT CONCRETE COLLAR /�Q a PLANS. W ca ~ JOINT P#'ETiGHT 4"PERFORA PVC PIPE �t d' JOIN PIPE LA RF R T D DOWN BOT. OF STONES / / �� 9. ALL EXCESS MATERIALS OF EXCAVATION, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE j �, CORE DRILLING 1N THE / `r? �,, SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. � W FOUNDATIONFOR THE TEE W1TH ;�, EL. 100.0 (A) fl- NEW INVERT Cs� 107.3. EFFLUENT FILTER A C81 fl W 12 OF TO 1 DOUBLE / u >� 10, DESIGN ENGINEER (KEC) SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN CUT OFF BASEMENT i U- TOILET PIPING. TOILET `r °o WASHED STONE Q m BREAKOUT BARRIER / p �- W Q cv r o N / o SUBSURFACE CONDITIONS. J p� CLOSED. 40 MIL L=88 5' DEEP; �n N �; LEACHING TRENCH A (B) N �; / Q W Z 4 PVC SCH 40 SANITARY oo o 0 0 o BOT EL. 818.00 only rr, 11. ALL INSIDE PLUMBING SHALL BE CONNECTED TO THE SEPTIC TANK. TEE INLET OR PRECAST C° cD BOTTOM OF FIELD LEVEL outer trench side only �,,p BUILDING o - o o > > FOR ENTIRE LENGTH > > ''`�• 0 � / .3>2, / 12. CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY Q V J > SEPTIC TANK > > > z z z z APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. Cn � � I D-BOX ^ L p LL 10' Z 10'-6" z 12' z zVARIES 45' 12 10 I' Z L.lJ m 13. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. L,C) WATERTIGHT H-20 BENSON 1500-GAL. 32.2' ----- PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 T� m o PRECAST CONCRETE SEPTIC TANK (5.7'x10.5'); Imo' n, BOTTOM OF TANK EL=102.52 DISTRIBUTION TRFNC 1 '-'s o o SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE BOX, TO WITHSTAIID H2O LOADING 1,500 GAL. 6' �� EXIST. SYSTEM REMOVAL REQUIREMENTS 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS SEPTIC TANK PERMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: Cn BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. j L Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO `r' Steel reinforcement: ASTM A-615, grade 60 PROFILE ♦ DECOMMISSIONING AND ABANDONING THE EXISTING CESS POOL j Cover to steel: 1". 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF E Vouklt shoil meet ASTM C858 and ACI 318 & H-20 Loading THE EXISTING SYSTEM, 310 CMR: 15,354. THIS SHALL INCLUDE: Earth Cover to handle 5' NOT TO SCALE (a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION D VV g N o. >1 Construction joints sealed w/1" dia. Bufyl rubber. (b) PUMPING OUT TANK OF ITS CONTENTS FULLY BY LICENSED U SEPTAGE HAULER. SAS TRENCH PLAN LOCATIONcn NOTE: (Exi smg�VE systemE sANK not benlg usedT ANFILL presently.WITHC Any�inteAfeDrrence with exist. system SCALE 1 " = 20' during construction, seek permission from BOH to remove the existing units as needed. f c� � I TEST PIT TP1 TEST PIT TP2 , FINISHED GRADE N RETAIN EXIST. GRADE NOT TO SCALE NOT TO SCALE o �'S 6 �... < 2" MINya" 2" ( I 0 A EL. 108.82 Q EL. 107.22 u' DOUBLE ;..,.,.,,.;:,:,,;.; :,. :....,..{: 8„ A '{ WASHED STONE SAND, 10YR6/2 8" SAND, 10YR6/2 G � CCq " SAND, ROOTS SAND, ROOTS CM (W0NFHUNTERHILLRETDSTSSpgq�ON D C1 10YR6/4 C1 10YR6/4 LU �/ OWW PERFORATED PONEER TROT zO PIPE PATH v „-1Y2„DOUBLE 48 48" DER z zJ :>: - .. c� / �_ _ -�•••\y.\ \ WASHED STONE <; 4 DR. SITE W Q d' \ \ EXCAVATION Y ¢ 0 GPD W C� 0MM� �2. �. t� f- - - ~ \ S1 ` \ \ SIDEWALL - yG�� �`�� y W Z j- " MEDIUM SAND MEDIUM SAND z �--PLASTIC BREAKOUT '� 3' 10YR7/3 10YR7/3 C' G PERCNERON z J W = Z� BARRIER, 40 MIL, EFFECTIVE WIDTH C2 C2 /�/ o r�RR r 0 5 DEEP;BOT EL. SEE I q� -3 WA / / \ TBM a' �'`, 9 f'o �' , PLAN _ _ DER _ APPALOOSA W z O / 0 d' / \ MARK ON Q0 CP \ \ \ , ' » , CjPd Q CONC. APRON rn I I t _ y\- \ 9 - 8 - J WAY 0 '^ ELEV=1oo.00 \ �- 6/16/08 11 A.M. 6/16/08 , 11 A.M. �, Q L r -t l \ \ �` \ NO WATER AT EL. 99.32 NO WATER AT EL. 99.22 LEACHING TRENCH DETAIL BOT, OF LEACHING VISIBLE �O�O �P� C,��P HOLDER z �� GRADE EL=102.54 L VENT PIPE NOT TO SCALE INV=102.0 �� �Q \. \ \ ` ode LOCUS MAP j BREAKOUT BARRIER a ??ReX \ � RnMss.93 NOT TO SCALE40 BOTMEL. 97.50 5 DEEP; Doti _ 1,J 105.36 , - � \� t PERCOLATION TEST- PT PROJECT INFORMATION , / s - � , � \ \ \ \ t \ EXIST. LEACHIN ®/ / /� s d o x \ \ \ \ \ \ \ 1. PROJECT: SEPTIC SYSTEM REPAIR 'S PIT TO BE 10, �/ ca/' �� - '1?� _ _ VVATEf2 W ' \I SOIL TEST DATA REMOVED i EXIST. TANK TO / J ' \ \ \ \ ` \ ` �� ` I` �"� 2. LOCATION: 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1854 BE REMOVED /� / INV=106.85 ? �` W \ \ \ \ �(-, 1 ( \� TEST BY K,N.Srinivasa,P.E. k / / TP2 4 �� I U 1 I ANGLE FIRST STAKE TOWARD Kalkunte Engineering Corporation 3. OWNER /APPLICANT: GMAC Mortgage LLC " rp / SEPTIC TANK p g I /o• / i I PREVIOUSLY LAID BALE COVERVirginia\ 110 Drive, Ft. Washington, PA 19034 C SCH `=,0$.,6 , r (::5- 40, PERF PIPES i PERCOLATION TEST INV=t07.3 O 4, Local' Contact: Robert Burk 11 Walnut Hill Road Chestnut Hill MA 02467• Tel: 617-590-4054 ont=:s tia� e TIME:00 ,INV=102.2 107f T 0/�\ - OBSERVATION HOLE# TP D-Box I,, � / 4 p"O O S I 1 I ! ! , I ! ( I ! I I FLOW _f i - �/- 5. EXISTING CONDITION: A vacant bank foreclosed building consisting of THREE(3) INV. IN=106.6 468 s9 8CH 40 1 `�`v+cE \ } } I ! I I I I I f ! ! ! ! ( I ®�_ / DERTHOFPERC bedrooms, one room for Office/Den. A toilet in the basement is connected by gravity to the INV. OUT=106.5 / ,2D 109.37 / } I I I r I STARTPRE-SOAK I / existing septic tank, and this connection has made the existing tank very deep and INV=106.4 ♦ ♦ INV=107.1\ / 1 / / / } I i ! ! 11 i I / - ` �: END PRESOAK existing leaching pit very deep c �Fs,_ BOUND BALES / ��� T,p♦ ♦ �o I PLACED ON CONTOUR T SEATIr AT 9^ ` 6. PROPOSED DESIGN FOR SEPTIC SYSTEM REPAIR: SILTATION .1 �® FNC♦, ♦ I i t j ( j - ! j - / ` / 2 RE-BARS, STEEL PICKETS, OR 2"x ELINVINATE THE BASEMENT TOILET AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE FENCE 1,50D GAL. ♦ / / AREA=� 9 26/l Sr I 1 � ;��` / ^ ® ♦ / / / t G; I 2" STAKES 1-1/2' TO 2' IN GROUND. TNWEAT6 SEPTIC TANK I � • - DRIVE STAKES FLUSH WITH BALES. RETAINED PROVIDE PUMPING TO THE SEPTIC TANK, NO GENERATOR IS NEEDED, ONE CAN USE TOILETS IN THE 1ST / / 1-4"PVC SCH `�� .; � 00 j / / / } 0� / } 1 I I ( )`, /` � �"�^1 & 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM. 40, PERE PIPES 6.6' �� 110.00/ / / // /}0.�4* AC.} tI j tis `,�� i I O `� �` RATEMINANCH <2MP1 o / ANCHORING DETAIL 11 Donna z ,RS, BOH DESIGN CRITERIA: 3 BEDROOMS @ 110 GALLONS PER DAY/BED ROOM BREAKOUT BARRIER ` / % off' / / / / / / / I I i i , �2 r� - PeraolaBa bd was&M due to th 4W of ma wbl enccwnered- 4o MIL, L=96', 5' DEEP; SToo j % ��� �; �/ // / / / l to `s I l C J axcessivelydrafnmgmaterlal,sand,hole did not do►d water.Therefore,<2MRassumed DESIGN FLOW: 330 GPD; 200% DESIGN VOLUME =660 GALLONS / �' �' SEPTIC TANK: MINIMUM' 1500 GALLONS PRECAST CONCRETE NEW TANK BOT EL. 102.5 INV=106,2/ °ey f / / %G ��� :'� ° ^°� ` fg ;1 s l PERCOLATION TEST: COARSE SAND, CLASS I SOIL - SAND; <2MP1 VENT PIPE / CF� j / / / / r" / } l 36" MIN FENCE POST i �?' LEACHING TRENCH DESIGN: @ 5 MPI, CLASS I SOIL, USE 0J4 GPD/SQ.FT. WOVEN WIRE FENCE AREA NEEDED: 595 SQ. FT. /r�jy ♦ / (14-1/2 GAUGE MIN, 1 USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF OF ♦ / / MAX 6 MESH SPACING) EFFECTIVE TRENCH WIDTH, OR 7 SQ. FT. PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. ?4 0 / WITH FILTER CLOTH oVE UOTAL SE 4 INCH IPVCNG ASCH 40REA O PERFORATED DED IS OPSPES IN Q. THE TRENCHES AND 4 INCH PVC SCH 40 PIPE OUTSIDE THE ♦ 20 MIN LEACHING TRENCHES. NOTE: THE LOT SHOWN IS LOCATED WITHIN THE PR;OVVDE VENTING SYSTEM AS SHOWN, AQUIFER PROTECTION OVERLAY DISTRICT AND THE NO) GARBAGE GRINDER IS ALLOWED (EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW RESOURCE PROTECTION OVERLAY DISTRICT. INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE BARRIER, 5 FEET DEEP & AND 40 MIL IN THICKNESS, SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- 0 ZONED: RF 378-3800. SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. U) PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED. > 4" VERTICAL FACE AREA: 43,560 SF VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF EMBED FILTER CLOT 16" MIN FRONTAGE: 150 FT WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES, MIN 8" INTO GROUN SETBACK: 30 FT SITE PLAN SIDEYARD: 15 FT GENERAL NOTES SCALE 1 " = 20' REARYARD: 15 FT 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE 'SECTION SEWAGE DISPOSAL SYSTEMS AND LOCAL STANDARDS. NO GUARANTEE IS EXPRESSED OR q 1 BALE I]Er� I� ASSESSORS MAP 151 LOT 77 IMPLIED THAT THE SYSTEM WILL FUNCTION PROPERLY. OBTAIN ALL NEEDED PERMITS FROM THE TOWN -° t� 1 DEED BOOK 22689 PAGE 15 OF BARNSTABLE PRIOR TO START OF ANY CONSTRUCTION. > 0 NOT TO SCALE 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND a FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL. TEST INFORMATION Q SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND 1S NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. o W O 0 d 0 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER. DIFFERING SITE CONDITIONS SHALL BE o Y Q V 0 RAISE ACCESS COVER a ALL LINES FROM 4'r� PVC' VENT PIPE REPORTED TO THE ENGINEER. A T a THE BLDG, SHOULD BE WITHIN 6 OF GRADE, FILL FOR TRENCH A. WITH GOOSE NECK ¢ o Z 'V / TYP. FINISHED GRADE FOR TRENCH "8" SEE PLAN FOR 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1/4-th OF THE a) = � a� a) CONNECT TO THIS PIPE AND INSECT SCREEN v 4" DIA. PVC SCH 40 FINISHED GRADE FOR TRENCH "A„ REGRADING LIQUID DEPTH. p ,_. •- N a U t7 0 Cn L LIMIT OF PERFORATIONMANUFACTURER'S Q U7 FIRST FLOOR COUPLING - GRADE EL=110.0 T ENCH "B" -- 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER S - - EXIST. GRADE -- 0 EL=116.46 4"0 PVC SCH 40 �_ _EL=109.0 ---T EL=108.3 - � RECOMMENDATIONS AND PROCEDURES. cv - - - _ - - N 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE SETS OF SHOP DRAWINGS FROM THE TOP OF TANK EL=108.35 '" •- (3) 2" _ 'TO PROP. EL=104.0 MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. F_JWASHED PEASTONE /EL-102.5 ' PVC SDR 35 �,�, 6' / 7. , HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. • , 00 *n BASEMENT FLOOR `js ; t. 21.g S. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST VJ -J � - j EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE d- EL-i 03.34 : o { 4" TIGHT CONCRETE COLLAR ,Q PLANS. IV- to JOINT PrETIGHT 4"PERFORA PVC PIPE N / �� oo T +� JOINT PIPE LA RF R T D DOWN BOT. OF STONES / 4� "' a`fl o 9. ALL EXCESS MATERIALS OF EXCAVATION, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE o0 Q �, CORE DRILLING IN THE J SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. W FOUNDATIONFOR THE TEE WITH �. EL. 100.0 (A) J ti �- ^�; to W Ln NEW INVERT @ 107.3. EFFLUENT FILTER EL. 104.2 (B) a / `�� �" O cr- Q CUT OFF BASEMENT 12" OF TO 1 DOUBLE 10. DESIGN ENGINEER (KEC) SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN TOILET PIPING. TOILET °.° WASHED STONE 0° BREAKOUT BARRIER / o SUBSURFACE CONDITIONS. J Lij 0� CLOSED. ,n N d LEACHING TRENCH »A" (B} � `� 40 MIL, L=88', 5' DEEP; / Q Cp 4" PVC SCH 40 SANITARY oO L.n 0 o p o BOT EL. 88.00 only / / 11. ALL INSIDE PLUMBING SHALL B£ CONNECTED TO THE SEPTIC TANK. J �- z TEE INLET OR PRECAST ( tO `6 BOTTOM OF FIELD LEVEL outer trench side only / / Q Q BUILDING 0 0 0 0 > > FOR ENTIRE LENGTH > > / 3� 12, CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY o SEPTIC TANK > > z z z z D-Box ? APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. co !- -'� m 10' z 10'-6" z 12' z zWIFei � ' 12 -- to 1 1� � W 0.. 13. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. � Cf3 WATERTIGHT H-20 BENSON 1500-GAL. 32.2' PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 r < W PRECAST CONCRETE SEPTIC TANK ,� 4s" o m I - o. a� BOTTOM OF TANK U .52 DISTRIBUTION a. EXIST. SYSTEM REMOVAL REQUIREMENTS a SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE -a BOX, TO WITHSTAND H2O LOADING 1,500 GAL. B" � 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS SEPTIC TANK ♦ `� PEIRMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: cn BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. r Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO Ln Steel reinforcement: ASTM A-615, grade 60 PR(��Iy E V 1� ♦ DECOMMISSIONING AND ABANDONING THE EXISTING CESSPOOL co Cover to steel: 1". ♦ 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF E Vauklt shall meet ASTM C858 and ACI 318 & H-20 Loading NOT TO SCALE THE EXISTING SYSTEM, 310 CMR: 15.354. THIS SHALL INCLUDE: a' Earth Cover to handle 5' - ` (a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION W N O. Construction joints sealed w/1" dia. Butyl rubber. (b) PUMPING OUT TANK OF ITS CONTENTS FULLY BY LICENSED SEPTAGE HAULER. C�L SAS TRENCH PLAN LOCATION (c) REMOVE THE TANK & PIT AND FILL WITH CLEAN SAND. cn NOTE: Existing system is not being used presently. Any interferrence with exist. system SCALE 1 " = 20' during construction, seek permission from BOH to remove the existing units as needed. U II NOTE: THE LOT SHOWN IS LOCATED WITHIN THE P z AQUIFER PROTECTION OVERLAY DISTRICT AND THE 5 O O RESOURCE PROTECTION OVERLAY DISTRICT. \� �pp�( z LO Q ZONED: RF o �e "' o FINISHED GRADE N AREA: 43,560 SF �' O RETAIN EXIST. GRADE FRONTAGE: 150 FT s sF�, CLCC LUUJ 1- N/F HUNTER � \\\i\�\i\�\i\�i\�\i\�\i\\\i�\�\i\\\i\�\i�\\i\\\i\\\i\�\i�\%�\��\\i , ��\%�\%�\% - SETBACK:. 30 FT � wH`jE �F�`��� �'' �/cF � W W O (0 HILL RESIDENT . 2" MIN,Y$" Y" I I SIDEYARD: 15 FT a. O W O LO SOCIA110N DOUBLE : > REARYARD: 15 FT PONEER rRo�i �'o V Z I- M \ WASHED STONE NCB W 0 c� PATH ASSESSORS MAP 151 LOT 77 �P 4A. DERBY Z Z J \ DEED BOOK 22689 PAGE 15 LA. �\ \ 4" DIA. PVC I vF=, DR. SITE W Q z Q O �,} P, \ PERFORATED I P� V Y Gore o�G W C'3 tv�,` - - \. � 92 5 ►,. \ \ \� \ PIPE I W Z „ N ��� G�� �P Z %a -1Y DOUBLE WASHED STONE I tiii o G 9ERCHERON - _I W SOIL TEST DATA ,�, � s r�RR Z D 0 EXCAVATION I TEST BY: K,N.Srinivasa,P.E. -1 //yy�� SIDEWALL W ,'' / °\ T M A ! ! � �� �° ` _I Kalkunte Engineering Corporation SPpp�ER o APPALOOSA W z LO J / / \ MARK ON L 0 U1 i \ y \ 1 � 3 �'I O r CONC. APRON cy7 I I -� - f \ \ y PLASTIC BREAKOUT EFFECTIVE WIDTH PERCOLATION PEST �, �� �� WAY W V r ELEV=100.00 \ � ,�_ , ` � BARRIER, 40 MIL, I �, , , -- 5' DEEP;BOT EL. SEE I DATE.6.18.2W8 TIME:1.30pm O� P �� 1 J�cE\ PLAN I OBSERVATION HOLE# rPG�� HOLDER = Q DERTH OFR -SOAPERC. LOCUS MtnR J ❑ VENT PIPE /� /�' f�� � •� ti �N\,t -\-- uNO�ROR°� \ �� � � � START PRESOAK INV=102.0' 2 X�o ` �. \ \ DCB J / END PRE-SOAK Q BREAKOUT BARRIER O - ) P\o '` \\ \ \` '\ RIM'�88.93 .--- \ � ('�uT�T(''� �T(''� T NOT TO .SCALE 40 MIL, T BA 5' DEEP; / '� \ \ ` ' \ I ' ' LEACHING G TRENCH DETAIL TIME AT12 B0T EL. 97.56 Nlz� Of \ - �.. \ \ \ \ \\ \\ \ I '-V TIME AT 9" NOT TO SCALE PPROJECT INFORMATION TIME AT 6" t1� G�� d �� \. TIME(s-6) 1.. PROJECT SEPTIC SYSTEM REPAIR ~t EXIST. LEACHIN ;� / / / \ \ \ \ . • d PIT TO BE ti0 i W RATE MINANCH <2 MP1 REMOVED / / ! o Q ^w \ \ �o,� , [\ 2:. LOCATION: 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1854 a / WITNESS:MS.Donna Z.Mlorendl,RS,Barnstable BOH EXIST. TANK TO �, � B E REMOVED / /" I INV=106.85 Q W>y - 'f \\ I i ' `� 1 I ',I ' 90\ Percolation test was not done due to the type of material`ncounered ti Z o \� 1 I l� . I ANGLE FIRST STAKE TOWARD excessively drained material,sand,does not holdwater, 2MP►assumed 1. OWNER /APPLICANT: GMAC Mortgage LLC , ® i / SEPTIC TANK k p , \ I \ PREVIOUSLY LAID BALE19034 J I I 110 Virginia Drive, Ft. Washington, PA ,. COVER LL1� (� � � 1 t I 1 t I \ r t I I 1-4"PVC SCH , EL ,oe.,s 40, PERT. PIPES O � / LJ- _ 7 INV=107.3 I ( ti � � I J I / o , �_s JJ ��_ \/ 4I. Local Contact: Robert Burk, 11 Walnut Hill Road, Chestnut Hill, MA 02467; Tel: 617-590-4054 I INV=102.2 / �' r P� - -� ue- � I I � J I J I I I I � 1/_ VC "'+ , I ( I( i I IJ I J II ( ( I I I FLOW �- /' TEST PIT 5i. EXISTING CONDITION: A vacant bank foreclosed building consisting of four(4) D-BOX I �' O�'0 _0 S INV. IN=106.6 ,. 1 �cE \ / / I j I I J I 1 ( I ( I - / `// _. bedroom and a toilet in the basement"connected by gravity to the INV. OUT=106.5 / , �o ) / / I I ! I I /�/_ / - NOT TO SCALE existing septic tank. This connection has made the tank very deep and existing leaching pit very deep INV=106.4 INV=107.1 l / l l I I ( I ( I I �.97 _ _ �' / BOUND BALES \ +� • I / _ PLACED ON CONTOUR INV=106.2 � / / � � I � I�I I Iii ; I I �V EL. 97.50 6i. PROPOSED DESIGN FOR. SEPTIC SYSTEM. REPAIR. / i1 FN I l l I I / 2 RE-BARS STEEL PICKETS, OR 2"x A BASEMENT TOILET AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE i SILTATION � C � / / � I I� / „ y _ ELIMINATE THE B , FENCE 1,500 GAL. �� / / / AA EA=i� 9126/1 }S�` ANGI I I �1 .0� / 2 STAKES 'l-1/2' TO 2' IN GROUND. 8 SAND, 10YR6/2 RETAINED PROVIDE PUMPING TO THE SEPTIC TANK. NO GENERATOR IS NEEDED. ONE CAN USE TOILETS IN THE 1ST SEPTIC TANK ® \ / ! / / / ` 1" I I DRIVE STAKES FLUSH WITH BALES. 1-4"PVC SCH ��� o ! ! ! / 0/R 1 -/ I 1 1 / O `` & 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM. 40, PERF. PIPES 6 6, �� "�' / / / / ! !! // /0.'4* AC•i } 1 �, / O ANCHORING DETAIL SAND, ROOTS o ! ! ( I 110 GALLONS PER DAY BED ROOM C1 DESIGN CRITERIA. 4 BEDROOMS @ / 10YR6/4 BREAKOUT BARRIER 4 �� / / / / / ! / / r 1 /��� DESIGN FLOW: 440 GPD; 200% DESIGN VOLUME =880 GALLONS 40 MIL, L=96', 5' DEEP; o°`rqa �Gh ,�/ �,\f oo ��, �' J SEPTIC TANK: MINIMUM 1500 GALLONS .:PRECAST CONCRETE NEW TANK BOT EL. 102.5 / / �o \� \c, �o / / / ` s �, 48" PERCOLATION TEST: COARSE SAND, CLASS I SOIL SAND; <2MP1 VENT PIPE / cep / / / / / / ! r" l I / 36" MIN FENCE POST LEACHING TRENCH DESIGN: @ 5 MPI, CLASS I SOIL, USE 0.74 GPD/SQ.FT. AREA NEEDED: 595 SQ. FT. WOVEN WIRE FENS H / (14-1/2 GAUGE USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF DFSpU ♦ MAX 6 MESH SPACING) LEACHING TRENCH WIDTH; ODESQ. FT. Q � 'PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. WITH FILTER CLOTH OVE MEDIUM SAND TOTAL EACHNG AREA PROVIDED IS 63S 6�0� / 10YR7/3 USE 4 INCH PVC SCH 40 PERFORATED .PIPES IN THE TRENCHES, AND 4 INCH, PVC SCH 40 PIPE OUTSIDE THE C2 LEACHING TRENCHES. 20" MIN PROVIDE VENTING SYSTEM AS SHOWN. NO GARBAGE GRINDER IS ALLOWED (EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE V BARRIER, 5 FEET DEEP & AND 40 MIL IN THICKNESS, SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- 0 6/16/08 11 A.M. - 0 NO WATER AT EL. 85.50 378-3800, SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. co PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED. > 4" VE RTICAL FACE VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF a) WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES. PLAN LA�T EMBED FILTER CLOT 16" MIN SITE r MIN 8" INTO GROUN GENERAL NOTES SCALE 1 " = 20' SECTION 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND LOCAL` STANDARDS. NO GUARANTEE IS EXPRESSED OR IMPLIED STABLTHE E PRIOR STARTWILL ANY POROPTRUCTIO STAIN ALL NEEDED PERMITS FROM THE TOWN HEY BALE DETAIL OF BAR 0 NOT TO, SCALE / / 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND ° 21.9 FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL. TEST INFORMATION Q / SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION / > W AND IS NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. Q a CD (" 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER. DIFFERING SITE CONDITIONS SHALL BE 7- Y Y a J REPORTED TO THE ENGINEER. ALL LINES FROM FILL FOR TRENCH A. PVC VENT PIPE / ��, / o0 0 cu Q O -� THE BLDG, SHOULD BE IWITH GOOSE NECK / z u- �, - 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1/4-th OF THE o / 4" DIA. PVC SCH 40 FINISHED GRADE FOR TRENCH "B" SEE PLAN FOR CONNECT TO THIS PIPE AND INSECT SCREEN / C) o ,, LIQUID DEPTH. 0 � REGRADING o LC FINISHED GRADE FOR TRENCH "A" / ,� y U 0 o COUPLING LIMIT OF PERFORATION / m / 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S FIRST FLOOR 4"0 PVC SCH 40 Exls7,�- GRADE RECOMMENDATIONS AND PROCEDURES. EL=116.46 EL=1,09.0 - - - D-Box 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) SETS OF SHOP DRAWINGS FROM THE n 2„ _ „TO PROP. EL=104.0 12 10 1' MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. ' WASHED PEASTONE /EL=102. 32.2' PVC DR 35 t ��� 6 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. 3.0' 3.0' ♦ o aO V J �Q 8. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST o BASEMENT FLOOR I _ FNati ry s _ EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE J o EL=103.34 _1,500 GAL. _ PLANS. W CN 4" TIGHT CONCRETE COLLAR SEPTIC TANK z � Q o r- 4"PERFORA PVC PIPE N \ I _ JOINT P4"ETIGHT LA PER R T D DOWN I BOT. OF STONIES 9. ALL EXCESS MATERIALS OF EXCAVATION, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE two W cfl CORE DRILLING IN THE '� JOINT PIPE W SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. co FOUNDATIONFOR THE TEE WITH ;d. EL. 100.0 (A) o Q NEW INVERT @ 107.3. EFFLUENT FILTER 12" OF TO 1 DOUBLE EL. 104.2 (B) 10. DESIGN ENGINEER (KEC) SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN W Q CUT OFF BASEMENT Q m a m 0 TOILET PIPING. TOILET WASHED STONE �I�� BREAKOUT BARRIER SUBSURFACE CONDITIONS. o CV 40 MIL, L=88 , 5 DEEP; (� C!) CLOSED. `�' `r LEACHING TRENCH "A" (B) N I� W 4" PVC SCH a40 SANITARY CO � o 0 o 0 BOT EL. 88.00 only 11. ALL INSIDE PLUMBING SHALL BE CONNECTED TO THE SEPTIC TANK. Q J Z TEE INLET OR PRECAST c6 o o - - BOTTOM OF FIELD LEVEL = outer trench side only Q BUILDING M o z > FOR ENTIRE LENGTH z IZ SAS PLAN L®l�A LOCATION 12. CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY V J cn o z SEPTIC TANK z z_ z_ z T I SCALE = 2O APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. i`� C0 W Ln 10' 10'-6" 12' VARl 45' 13. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. Q C!) W WATERTIGHT H-20 BENSON 1500-GAL. PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 pp PRECAST CONCRETE SEPTIC TANK BOTTOM OF TANK EL=106.52 DISTRIBUTION VJ � EXIST. SYSTEM REMOVAL REQUIREMENTS SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE BOX, TO WITHSTAND H2O LOADING PERMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. ° Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO M Steel reinforcement: ASTM A-615, grade 60 PROFILE DECOMMISSIONING AND ABANDONING THE EXISTING CESS POOL 11.Cover to steel: 1 . 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF J Vauklt shall meet ASTM C858 and ACI 318 & H-20 Loading THE EXISTING SYSTEM, 310 CMR: 15.354. THIS SHALL INCLUDE: Q) Earth Cover to handle 5' NOT TO SCALE / (a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION D W g N o. _ Construction joints sealed w/1" dia._Butyl rubber. (b) .PUMPING OUT.TANK -0F .ITS CONTENTS FULLY BY LICENSED SEPTAGE HAULER. cn (c) REMOVE THE TANK & PIT AND FILL WITH CLEAN SAND. NOTE: Existing system is not being used presently. Any interferrence with exist. system during construction, seek permission from BOH to remove the existing units as needed. U Z rri TEST PIT TP1 TEST PIT TP2 Z FINISHED GRADE � O O RETAIN EXIST. GRADE NOT TO SCALE NOT TO SCALE -0 ,vpt'S 8 � �i�IXIXi���i11�i���i���`i��\i\��i��i� 2" MIN,1�" Y2" I 0 A - EL. 108.82 0 A EL. 107.22 u', DOUBLE :;: � ;;.:::'.;:.:. ,•;.:; s:;';:;;.,:,;:; 8„ I.A. WASHED STONE SAND, OYR6/2 8„ SAND, 10YR6/2 �, O_ �� N wHiSE ,�, WOW SAND, RH1JNTEiR HILL RESIDENT ASS 4" DIA. PVC C1 OYR6 400TS C1 1SAND,0YR6 400T5 O W WCM In 4gA7�DN PERFORATED / / PONEER TRO7-TIIVC 'i'O U Z I- O MM PIPE ' �v PATH -� BRED V - „ 48 „-1Y2„DOUBLE LA. DERBY SITE Z Z J d' �} WASHED STONE DR. cc < Z V 9_277 \ \ 1 EXCAVATION Y 0P W O i' _ _ \\ \\\ ?51�� �� \ \ `, SIDEWALL ' MEDIUM SAND MEDIUM SAND ��yG��� ���Py W Z ~ 3' 10YR 7/3 10YR 7/3 z, �� G CH�RQ� z ~ Z = PLASTIC BREAKOUT ( EFFECTIVE WIDTH C2 C2 W /R BARRIER, 40 MIL, 5' DEEP;BOT EL. SEE I �9 -rem-:-A-- , �� ; �, �� 0' so �,\ �, PLAN i „ NppL�R o APPALOOSA W z O / \ MARK ON -- I ` _\ - -z 9 - 8'- " 5 v O CONC. APRON WAY W !� ELEV=100.00 \ \ �a� -- ` 6/16/08 , 11 A.M. 6/16/08 , 11 A.M. NO WATER AT EL. 99.32 NO WATER AT EL. 99.22 0�� �Y-1 z �� GRADE EL=102.54 ' \\\ , ,v�cE� \ �\ BOT. OF LEACHING VISIBLE �P G� HOLDER Q r _ _ yFa _ _ \ _ � ,� - \ ,\ LEACHING TRENCH DETAIL D VENT PIPE / /a mUN� E -\ \ \ \ \ 'a� UAgtR�g� \ \ NOT TO SCALE LOCUS MAP J INV=102.0 D`CB BREAKOUT BARRIER _ e� \ \ \ ` RIM88.93 NOT TO SCALE 40 MIL, L=51% 5' DEEP; BOT EL. 97.50 � V� 105.36 PERCOLATION TEST- PT \ \ \ \ \ j PROJECT INFORMATION EXIST. LEACHIN G ? ` "t 3 \ i \ \ \ \ 1. PROJECT: SEPTIC SYSTEM REPAIRS REM O BE ,`�� ��' 9 /%- ,,�, ~ WATEFZ W\ �T w \ ! \� Q SOIL TEST DATA ' / ca cr \� j �\ `J 2. LOCATION: 157 SADDLER LANE, WEST BARNSTABLE, MA 02668-1854 -*-al EXIST. TANK TO Z -! \ 1 i I j j I \9 TEST 8 I . K�N.Srinivasa,P.E. BE REMOVED INV=106.85 �+LL -' r' \ \ \ ! l ' '11 1� o �+ TP2� ~ \t \ \ ` ! 1 I ANGLE FIRST STAKE TOWARD KalkUn#e Engineering Corpora#iOn 3. OWNER /APPLICANT: GMAC Mortgage LLC yam, / SEP11C TANK � p � � ^. rL COVER W i f ! PREVIOUSLY LAID BALE 110 Virginia Drive, Ft. Washington, PA 19034 PERCOLATION TEST 1-4°PVC SCH / i y EL=108.16 40, PERF. PIPES � X -•r iNV=107.3� � ''' � I \ \ I I ! � ! ! ! ! I ! 1 4. Local Contact: Robert Burk, 11 Walnut Hill Road, Chestnut Hill, MA 02467; Tel: 617-590-4054 INV=102.2 O ��� 107�fl9 T �- �`$ �' ' \� `I ! ! ! I I DATE'Sf62UGB TiME:1.30pm �/G� �C // 4 -#"f C I I ! I ! ! I ! I I I - OBSERVATION HOLE# TP D-BOX 1' p�0 O S I ( I 1 I ! i I FLOW 1`- 5. EXISTING CONDITION: A vacant bank foreclosed building consisting of THREE(3) INV. IN=106.6 SW 40 I qs sERv,` ( l ! I r / `/ DERTHOFPERC. bedrooms, -� A'8.99 cE / ! ! ! �� ( I `'�' ` - _ / - one room for Office/Den. A toilet in the basement is connected by gravity to the INV. OUT=1D6.5I \, p ♦ 109.37 ) / STi4RTPRE-SOAK existingseptic tank and this connection has made the existingtank verydeepand INV=106.4 ti� �Ib ♦ ♦ INV=107.1\ / / / / ( j� I I / - END PRESOAK existing leaching pit very deep ♦4 _ _ 1 ( .97 / BOUND BALES TIMEAT ' /r�ca ��O\ �� Rom ♦ o , / // / / 21' I I I( j ( �V - _ PLACED ON CONTOUR TIMEAT9", 6. PROPOSED DESIGN FOR SEPTIC SYSTEM REPAIR: 51LTATION / ®`N��" ♦ 1 J ( l / \ ! r / 2 RE-BARS, STEEL PICKETS, OR 2"x FENCE 1,500 GAL. ♦ l / AREA=`l 9 26/1 S� 1 / / ELIMINATE THE BASEMENT TOILET, AND CUT OF THE PLUMBING CONNECTION. IF THE BASEMENT TOILET TO BE ♦ ♦ / / C / I 1 ��! / :< 2" STAKES 1-1/2' To 2' IN GROUND. TIME RZEi'AINED PROVIDE PUMPING TO THE SEPTIC TANK. NO GENERATOR IS NEEDED. ONE CAN USE TOILETS IN THE 1ST SEPTIC TANK \ � � \ / / / j � / { aR / ` � ! I I DRIVE STAKES FLUSH WITH BALES. T►ME(9„-6,) 1-4"PV F.SCH ®� ` 110.00 � % / / / / % /O /4 / / ) I 1 1 tl` ( ( / `� TIME TE <2MPI SIC 2ND FLOOR DURING POWER OUTAGE. THIS WILL ELIMINATE UNNECESSARILY A DEEP SYSTEM. 6.6' ® mho/ f / // / / / //" /� / /l i f , \ j/l ANCHORING' DETAIL WITNESS:MS.Donne Z Mbandi,RS,Bam9e*BOH DESIGN CRITERIA: 3 BEDROOMS @ 110 GALLONS PER DAY BED ROOM ♦� �� - Pe+laoWm test was done,due to the type of matenal encamered- / BREAKOUT BARRIER / / % / '�s / . ©� j / / / 1 � , , � � l`��� � � excessivetydr�ningmatenal,sand,trotedrdnatholdwater.7rieretons,<ZMPtassumed DESIGN FLOW: 330 GPD; 200% DESIGN VOLUME -660 GALLONS 40 MIL, L=96, 5 DEEP; rockgo / / / moo �� �/ �/ o�/ oo/ i owl �, cr jg3 - SEPTIC TANK: MINIMUM 1500 GALLONS PRECAST CONCRETE NEW TANK BOT EL. 102.5 INV=106 2/ FF / / �° �o �" ^° i / l i ' PERCOLATION TEST: COARSE SAND, CLASS I SOIL - SAND; <2MPI VENT PIPE f cF� / / // /� �� �� j (f (` I/ l J /l 36" MIN FENCE POSE- LEACHING TRENCH DESIGN: ® 5 MPI, CLASS I SOIL, USE 0.74 GPD/SQ.FT. r I AREA NEEDED: 595 SQ. FT. `�,q�k� l♦ 1 / /l (14VEN WIRE GAUGENMIN, USE LEACHING TRENCHES: EACH TRENCH SHALL HAVE 2 FT OF STONES BELOW THE PIPE AND 3 FEET OF NOFS ♦ i MAX 6" MESH SPACING) EFFECTIVE TRENCH WIDTH; OR 7 SQ. FT. PER LINEAR FOOT OF TRENCH. USE TWO TRENCHES EACH 45 FT LONG. WITH FILTER CLOTH OV TOTAL LEACHING AREA PROVIDED IS 630 SQ. FT.; �� 76�OZ Il USE 4 INCH PVC SCH 40 PERFORATED PIPES IN THE TRENCHES, AND 4 INCH PVC SCH 40 PIPE OUTSIDE THE ♦ ♦ 20 MIN LEACHING TRENCHES. NOTE: THE LOT SHOWN IS LOCATED WITHIN THE PROVIDE VENTING SYSTEM AS SHOWN. AQUIFER PROTECTION OVERLAY DISTRICT AND THE NO GARBAGE GRINDER IS ALLOWED (EXIST. GRINDER SHALL BE REMOVED, IF ANY). FLOW RESOURCE PROTECTION OVERLAY DISTRICT. INSTALL BREAKOUT BARRIER, ENVELOPING THE TRENCHES A & B AS SHOWN IN THE PLAN. HDPE BARRIER, 5 FEET DEEP & AND 40 MIL IN THICKNESS, SUPPLIED BY MILLER ENVIRONMENTAL CORP; 508- O ZONED: RF 378-3800, SEE PLAN FOR LOCATION, BOTTOM ELEVATION, AND APPROXIMATE TOTAL LENGTH OF BARRIER. 0 PRIOR START OF ANY FIELD WORK, INSTALL SILTATION FENCE, AND HAY BALES AS SHOWN AND DIRECTED. > 4" VERTICAL FACE AREA: 43,560 SF VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS WITH RESPECT TO THE GIVEN BENCH MARK PRIOR TO START OF Q) EMBED FILTER CLOT 16" MIN FRONTAGE: 150 FT WORK, AND REPORT TO ENGINEER OF ANY DISCREPANCIES. SITE PLAN MIN 8" INTO GROUN SETBACK: 30 FT GENERAL NOTES SIDEYARD: 15 FT REARYARD: 15 FT SCALE 1 " = 20' SECTI QN 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT DEP TITLE 5 REQUIREMENTS FOR SUBSURFACE ASSESSORS MAP 151 LOT 77 SEWAGE DISPOSAL SYSTEMS AND LOCAL STANDARDS. NO GUARANTEE IS EXPRESSED OR IMPLIED THAT THE SYSTEM WILL FUNCTION PROPERLY. OBTAIN ALL NEEDED PERMITS FROM THE TOWN HAY BALE DETAIL A PRIOR T START CONSTRUCTION, > DEED BOOK 22689 PAGE 15 OF BARNST BLE 0 O A OF ANY CONS RUCTIO . 0 NOT TO SCALE 2. PERCOLATION TESTS WERE PERFORMED IN ACCORDANCE WITH THE MGL 314 CMR 15:03, AND FOUND COARSE SAND/GRAVEL, EXCESSIVELY DRAINED MATERIAL. TEST INFORMATION Q SHOWN IS LIMITED TO THE SOIL CONDITIONS AS FOUND AT THAT PARTICULAR TEST HOLE LOCATION AND IS NOT TO BE CONSIDERED AS THE SOIL CONDITION BEYOND THE TEST HOLE. ra mo Ld o 0 O_ C) 3. ANY ALTERATION MUST BE APPROVED BY THE ENGINEER. DIFFERING SITE CONDITIONS SHALL BE � Y Q \/ o RAISE AccEss COVER REPORTED TO THE ENGINEER, z °o a_ ALL LINES FROM 4"0 PVC VENT PIPE WITHIN 6 OF GRADE, FILL FOR TRENCH A. ¢ � 0 -0 � � � THE BLDG, SHOULD BE SEE PLAN FOR WITH GOOSE NECK 4. THE SEPTIC TANK SHALL BE INSPECTED ANNUALLY AND PUMP OUT WHEN SLUDGE DEPTH IS 1 4-th OF THE �; 6 z C �-- CONNECT TO THIS PIPE TYP. FINISHED GRADE FOR TRENCH 8' AND INSECT SCREEN / - 3 Y (D REGRADING LIQUID DEPTH. a 4" DIA. PVC SCH 40 FINISHED GRADE FOR TRENCH "A" o 0 o o -t LIMIT OF PERFORATION Cn � � a v COUPLING _ GRADE EL_110.0 TENCH "e" 5. THE CONTRACTOR SHALL TEST THE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S a0 FIRST FLOOR EXIST. GRADE ,,. - -_ - o EL=116.46 4 0 PVC SCH 40 -- �__EL=109.0 EL=108.3 - - RECOMMENDATIONS AND PROCEDURES. - ` - - TOP OF TANK EL=108.35 N 6. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) SETS OF SHOP DRAWINGS FROM THE 2 _ "To PROP. EL=104.0 MANUFACTURER FOR ALL ITEMS THAT WILL BE USED DURING CONSTRUCTION. 00 PVC DR 35 WASHED PEASTONE / L 02� 6„ / / 7., HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS ON THE TRENCH. 3: _ 3.0 BASEMENT FLOOR `•° ; IF ,'_ 21.9' 8. ALL AREAS DISTURBED BY THE CONTRACTORS WORK SHALL BE RESTORED TO A CONDITION AT LEAST J �. EL=103.34 o ' / EQUAL TO THAT WHICH EXISTED PRIOR TO THE COMMENCEMENT WORK, OR AS INDICATED AT THE �d- 4" TIGHT CONCRETE COLLAR // ,Q o� T PLANS. z CO N Q in JOINT P�ETIGHT 4"PERFORA PVC PIPE Q a• JOINT PIPE LA RF R T D DOWN BOT. OF STONES / d- 0 9., ALL EXCESS MATERIALS OF EXCAVATION, AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE m0 �n CORE DRILLING IN THE / 1 ��� `r' Ld,. �` " SITE AND DISPOSED OF IN A LAWFUL MANNER AT THE EXPENSE OF THE CONTRACTOR. to LU L` FOUNDATIONFOR THE TEE WITH EL. 00.0 (A) ! / o� � „- _L.Li N W ,n NEW INVERT © 707.3. EFFLUENT FILTER EL. 104.2 (B) `� c� cr � (� O Q 12" OF " TO 1 ' DOUBLE / `� �J 10). DESIGN ENGINEER KEC SHALL BE NOTIFIED OF ANY PLAN DEFICIENCIES AND UNFORESEEN (� .� CUT OFF BASEMENT a m WASHED STONE °° BREAKOUT BARRIER ='o SUBSURFACE CONDITIONS. W �x 0) TOILET PIPING. TOILET ,�o � z J M II.- W � CLOSED. N „ » a N 40 MIL, L=88% 5' DEEP; / cam, c,i -o u) � 6 LEACHING TRENCH A (B) N / Q d W 4 PVC SCH 40 SANITARY 00 o Q a a BOT EL. 8$.00 only m 111. ALL INSIDE PLUMBING SHALL BE CONNECTED TO THE SEPTIC TANK. J >- TEE TEE INLET OR PRECAST (6 �' co `- BOTTOM OF FIELD LEVEL '- outer trench side only / / ¢ � BUILDING o O Q © > > FOR ENTIRE LENGTH > > SEPTIC TANK z z z_ z_ / 3�2, / 12. CALL DIG SAFE PRIOR TO ANY DIGGING. ALL EXISTING LINES SHOWN ARE ONLY H a z 'z 'z >: D-Box _ S /' APPROXIMATELY. ALL EXISTING LINES MAY NOT BE SHOWN. (n 10' - 101-8" - 12' - --YARIES, 45' 12 10.1' r+ Z m 322 133. RETAIN A REGISTERED LAND SURVEYOR TO LOCATE THE SEPTIC SYSTEM ACCURATELY. LC) cc CW WATERTIGHT H-20 BENSON 1500-GAL. 4 PROJECT SURVEYORS: APPLEWOOD SURVEY LLC 508-429-7233 T m W PRECAST CONCRETE SEPTIC TANK ♦ S o (5.7'x 10.5'); ♦ �o 0 BOTTOM OF TANK STRUCTURAL .52 DISTRIBUTION EXIST. SYSTEM REMOVAL REQUIREMENTS U) T j � SEPTIC TANK STRUCTURAL DESIGN SHALL INCLUDE �Oti " �� s a _0 BOX, TO WITHSTAND H2O LOADING 1,500 GAL 0 5' OF SOIL LOAD AND H2O LOADING 2 OUTLETS SEPTIC TANK `� `° `� I PERMITS: OBTAIN ALL NEEDED PERMITS FROM THE BOARD OF HEALTH: C0 BRING ALL TANK OPENING COVERS TO 12" BELOW GRADE. 1. COMPLETE THE PROPOSED CONSTRUCTION PER THE DESIGN APPROVED BY BOH. r_ Concrete, 28 day strength, f's=5000 psi 2. NOTIFY THE BOARD OF HEALTH PRIOR TO `n Steel reinforcement: ASTM A-615, grade 60 PROFILE DECOMMISSIONING AND ABANDONING THE EXISTING CESS POOL (n Cover to steel: 1". ♦ 3. COMPLY WITH MA DEP TITLE V REGULATIONS FOR ABANDONMENT OF E Vouklt shall meet ASTM C858 and ACI 318 & H-20 Loading NOT TO SCALE THE EXISTING SYSTEM, 310 CMR: 15.354. THIS SHALL INCLUDE: Earth Cover to handle 5' (a) OBTAINING PERMIT FROM BOH TO ABANDON AFTER NEW CONNECTION W C� {�O. Construction joints sealed w/1 dia. Butyl rubber, (b) PUMPING OUT TANK OF ITS CONTENTS FULLY BY LICENSED U SEPTAGE HAULER. ° SAS TRENCH PLAN LOCATION (c) REMOVE THE TANK & PIT AND FILL, WITH CLEAN SAND. NOTE: Existing system is not being used presently. Any interferrence with exist. system SCALE 1" = 20' during construction, seek permission from BOH to remove the existing units needed. 0