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HomeMy WebLinkAbout0267 SEAPUIT ROAD - Health Seap Road Gsterville a = . 71 095 005001 �a Z d 0 6 y , 7SE T OWN CIF BA.RNSTABLE'Ito 2c�.. SEIAGE # .AGE Offi"i � ° ASSESSORS MAP &LOT 6c S MSS j ALLER'S NAME&PHONE NO.i-TIC TANK CAPACITY (00® 1P',' 3 LEACHING FACILITY: (type)„ '� �1 (sisze) �3%e N o.OF BEDROOMS , BUILDER OR OWNER PERMTTDATE: .5 1.1.9 !1 ._COMPLIANCE DATE: Separation Distance Between the: } .,:� e B@A, pT`P, ti r Feet 1'��iaxiriutri Adjusted Groundwater Table � —�y Private Water' Supply Well and Leaching Facility (If any wells exist rt '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) ' tv + , Feet Furnished by Xk�j o A Fr1vN'� o � a P�3-�15 M-3614 L 0 't 10 S ( G E E RMIT NO. VILLAGE INST LE 'S N E i ADDRES Z�Ts /Uza -- OR OWNER 1G DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED i j �`' �� I �-'v �, l�� � ��� 1 �s- �. �,�� � � �� i / ``\� `J j+ 1 3 r,._ � y F N SEflAGox p E R M I ( MO. — ,I L e�tR COY IHSTA LLER'S NAME ADDRESS AIL C- �, M �.Cz -__--. , UILDE #4 DR OWNER PATE P E R P I T ISSUED � S� DATE CUMrLIANCE ISSUED II G ti,�� �• '� � �� o� q;; � i � \j � � q� ._.._� /`� ,� k� \ I� .�� � �, w�_ � ��� � � �� � ° 2 �� Commonwealth of Massachusetts Executive Office of Environmental,Affairs Department of Environmental Protection ' Southeast Regional Office William F.Weld Governor - Trudy Coxe Secretary,EOEA Thomas B. Powers Acting Commissioner T LEGAL AATTER: PROMPT ACTION NECESSARY C TIIED MIL: RETURN RECEIPT RE UESTED November 4, 1994 William Gowans RE: BARNSTABLE-BWSC/ER 269 Seapuit 2.69 Seapuit Osterville, Massachusetts. RTN:. 4-10897 NOTICE OF RESPONSIBILITY M.G.L. c. 21E, 310 CMR 40. 000.0 On October 31, 1994 , at 4: 30 p.m. , the Department of � Environmental Protection (the . ."Department") received oral notification of. a release and/or threat of release of oil and/or hazardous material at the above referenced property which requires one or more response actions. In addition to oral notification, 310 CMR 40. 0333 requires that a completed Release Notification Form (BWSC-003 , attached) be submitted to the Department within sixty (60) calendar days of the date of the oral notification. The Massachusetts oil and Hazardous Material Release Prevention and Response Act, M.G.L. -c. 21E, and the . Massachusetts Contingency Plan (the "MCP") , 310 CMR 40. 0000, . require the. performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this . release and/or .threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal. responsibilities under State law for assessing. and/or remediating the release at this property. For purposes of this . Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. 20 Riverside Drive 9 Lakeville,Massachusetts 02347 • FAX(508)947 6557 Telephone. (508) 946-2700 -2- The. Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. The Department .also has reason to believe that you (as used in this letter, "you" refers to William Gowans) is/are a Potentially Responsible Party (a "PRP") with, liability under M.G.L. c.21E §5, for response action costs. This liability- is "strict", meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter,. disposer or other person specified in M.G.L. c.21E §5. This liability is also "joint and several" , meaning that you may be liable for all response action costs incurred at a disposal. site regardless_ of the existence of any other liable parties. The Department encourages parties with . liabilities under M.G.L. c. 21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or 'hazardous materials. By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. --You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4. 00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this notice. At the time of oral notification to, the Department, the following response actions were approved as an Immediate Response Action (IRA) : • Excavation of 30 cubic yards of- Contaminated Soil. • Removal of 1000 gallons of Contaminated Water. • Proper Storage/Disposal/Recycling of all Contaminated Media. • All Remediation Waste must be properly handled and disposed of within 120 .days from the date of generation per 310 CMR 40. 0030. .Specific approval is required from , the Department for the. implementation of all IRAs, with the exception of assessment activities, the construction of a fence _and/or the posting of signs. This site shall not be deemed.to have had all the necessary and required response actions taken for it unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. z f -3- Additional submittals are necessary with regard. to this notification including, but not limited to, the filing of an IRA Completion " Statement and/or a Response Action Outcome (RAO) statement. The MCP requires that a fee of $750.00 be submitted to the Department when an RAO statement ,is filed greater than 120 days . from the date of initial notification. You must employ or. -engage a Licensed Site Professional (LSP) to manage, supervise Ior actually perform the necessary response actions at this site. You may obtain a list of the names and addresses of these licensed professionals from. the Board of Registration of Ha.zardous Waste Site Cleanup Professionals at (617) 556-1145. If you have any questions relative to this notice, please contact Spence Brennan at the letterhead address or at (508) 946 2854 . All future communications regarding this release must reference the following Release Tracking Number: 4-10897. Very truly .yours, Ri hard/)F4Paackawre Chief Emergency .Response Section P/SB/jt CERTIFIED MAIL #235 539 858 RETURN RECEIPT REQUESTED Attachments: Release Notification Form; BWSC-003 and Instructions Summary of Liability under M.G.L. c. 21E cc: Board of Selectmen Town Hall 367 Main Street Hyannis, MA 0.2601 ATTN: Warren E. Hansen, Chairman Board of Health Town Hall 367 Main Street Hyannis, MA 02601• ATTN: Brian R.. Grady, R.S. , Chairman Fire Department 3249 Main Street Barnstable, MA 02630 DEP SERO ATTN: Andrea Papadopoulos, Deputy Regional Director a . t 4 t' `= CO�I_IONNN'E.kL. H OF I�IASSACHt SETTS EkECL TI�'E OFFICE OF EN �VIRONMEN TAL AFF .,RS - = DEPARTMENT OF ENVIRONMENTAL PROTECWON 0\E n7\TER STREET. BOSTO\ '%L4 0210S (61i) 292-5:i00 J U N 1 l 19g ` , g A. OWA10F TRU DY c NE9UHo Secr.: n ARGEO PAUL CELLUCCI A DAVID HS Governor SUBSURFACE SEWAGE DISPOSAL S s:cae: YSTEM INSPECTION FORM �' PART A CERTIFICATION Property Address: (96't S�q�(��� \ Q�i Name of Owner ` �rAddress of Owner: d @pox �y_(o� Date of Inspection:. S`CM `/ Name of Inspector:(Please Print) .Gar " cLK U am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: c L mac• 'fir-c i—_ a V.'ICe—,u C 1.+u I � Mailing Address:�,� /�.. 4 7 �70L- ,2,-�' Telephone Number: / SG: ) CA. 9;�. /4,. ZG_ CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system:" Passes _ Conditionally Passes _ Needs Further Eval atio y t Local Approving Authority - _ Fails q Inspector's Signatur Date: k y� f The System Inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to ttre system owner and copies sent to the buyer,if applicable, and the approving authority. c. NOTES AND COMMENTS '( wn, 1 �f0 '' t s, rots " "�`1999 a _ revised 9/2/98 Page Iof11 i� Ponied on Recycled P,Pn i 7 a SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) 'roperty'Address: blvi Jwner: r Date of Inspection: INSPECTION SUMMARY: Check A, 8, C, or D: A. SYSTEM PASSES: t,-1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If `not determined", explain why not. _ The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. _ Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced -- _ The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval oftthe Board of Health): broken pipe(s) are replaced obstruction is removed r, ! revised 9/2/98, .pW2oril SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Icontirwedl Property Address: Owner: Date of Inspection: C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if th system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 31 CMR 15.303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND S AND THE ENVIRONMENT: _ Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt arsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC W TER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH ND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system AS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and soil absorption syste and the SAS is within a Zone I of a public water supply well. _ The system has a septic tank and soil absorption sys m and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption sy am and the SAS Is less than 100 feet but 50 feet or more from a private water supply well, unless a well water anal sis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and t presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distanc (approximation not valid). 3) OTHER revised 9/2/98 Page 3of11 v SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) property Address: Owner: Date of Inspection: D. SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the following: I have determined that one or more of the following failure conditions exist as described in 3 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine w t will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or ogged SAS or cesspool. _ Discharge or ponding of effluent to the surface of the ground or surface w ers due to an overloaded or clogged SAS or cesspool. _ Static liquid level in the distribution box above outlet invert due to an erloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available v me is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due t clogged or obstructed pipe(s). Number of times pumped_. Any portion of the Soil Absorption System, cesspool or pri is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I f a public well. _ Any portion of a cesspool or privy is within 50 fe of a private water supply well. _ Any portion of a cesspool or privy is less-than 00 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well as been analyzed to be acceptable, attach copy of well water analysis for 'coliform bacteria, volatile organic compound , ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" to each of the foil wing: The following criteria apply to large systems in dition to the criteria above: The system serves a facility with a design flo of 10,000 gpd or greater(Large System) and the system is a significant threat to public health and safety and the environment beca a one or more of the following conditions exist: Yes No the system is within 400 feet f a surface drinking water supply the system is within 200 fe t of a tributary to a surface drinking water supply the system is located in nitrogen sensitive area(Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such syste shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further info mation. revised 9/2/9 Page 4of1�1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B ; CHECKLIST Property Address: Owner: Date of Inspection: Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. , k _ None of the system components have been pumped for at least two weeks and-the system has been receiving rwrmal flow 7-1 rates- during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. x _ As built plans have been obtained and examined. Note if they are not available with N;A. t'", _ The facility or dwelling was inspected for signs of sewage back-up. _ The system does not receive non-sanitary or industrial waste flow. ; r The site was inspected for signs of breakout. All system components, excluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles '*1 or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: Existing information. For example, Plan at B.O.H. r _ Determined in the field Of any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)1 The facility owner land occupants,if different from owner) were provided with information on the properinaintenaaca-0f Subsurface Disposal Systems. revised 9/2/98 r-rage$ofII } ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART C SYSTEM INFORMATION Iroperty Address: Xfo-( Owner: Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: Lkyk 1 g•p.d.lbedroom. Number of bedrooms(design): Number of bedrooms (actual): Total DESIGN flow_ Number of current residents: Garbage grinder(yes or no): P Laundry (separate system) es or no):jJ : If yes, separate inspection required Laundry system inspected aLepor no) Seasonal use (yes or no):� Water meter readings, if available (last two year's usage (gpd): 1J Sump Pump(yes or no):�_ Last date of occupancy: �6�`\ COMMERCIALANDUSTRIAL: Type of establishment: Design flow: 9pd ( Based on 15.203) Basis of design flow 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: OTHER:(Describe) _ Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: _ Al1AAoed JV System pumped as part of inspection: (yes or no)_L4 If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all components, da(e installed Hf known) and source of information: Sewage odors detected when arriving at the site: (yes or no)_&tj revised 9/2/98 Po'ge6ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 'roperty Address: Ate-) Sem'.)k Owner: ,.. Date of Inspection: BUILDING SEWER: (Locate on site plan) d Depth below grader Material of construction:_cast iron K40 PVC_other (explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, eviden a of leakage, etc.) t k SEPTIC TANK:_1A.<,S (locate on site pltn) Depth below grade:-�LC7*' A— " Material of construction:_&concrete_metal_Fiberglass _Polyethylene_other(explain) If tank is metal,list age,_ Is age confirmed by Certificate of Compliance_(Yes/No) Dimensions: ct&I ~ Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 14_ Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: r How dimensions were determined: 'omments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relatio to outlet invert. structural irate rity. evidence of leakage,etc.) GREASE TRAP: (locate on site plan( Depth below grade:_ Material of construction:_concrete_metal_Fiberglass _Polyethylene_other explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: , Date of last pumping: Comments: ffl (recommendation for pumping, condition of Inlet and outlet tees or bees,depth of liquid level in relation to outlet invert, structural integrity, . evidence of leakage,etc.) revised 9/2/98 Page 7or11 SUBSURFACESE WAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) property Address: Owner: Date of Inspection: TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or 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 Alarm level: Alarm in working order: Yes_ No_ Date of previous pumping: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:-V,5 (locate on site plan) [[// Depth of liquid level above outlet invert: �ta� t Comments: (note if level and distri ti n i equal, evidence of solids ca`rrryo r, evidence of leakage into or out of box, etc. 0Y, PUMP CHAMBER:�7 (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.) revised 9/2/98 Pa.gcltoru SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM F PART C SYSTEM INFORMATION (continued) k " 4operty Address: �p� PV( l Y Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, if possible: excav tion not required. location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits, number:_ ll "� leaching chambers, number:�rek4GU'G leaching galleries, number:_ leaching trenches, number, length: leaching fields, number, dimensions: overflow cesspool, number:_ Alternative system: ' Name of Technology: Comments: (note condition of soil, signs of hydraulic failure, level of ponding d;mp so' c dition of vegetation, etc.) 50 l - CESSPOOLS: (locate on site plan) Number and configuration: ' Depth-top of liquid to inlet invert: Depth of solids layer: )epth of scum layer: Dimensions of cesspool: Materi,*�g�of construction: at itfi" ro Indic; groundwater: inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:v6 (locate on site plan) Materials of construction: w Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) , revised 9/2/98 Page 9ofII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) 'ropertY Address: )wnef: Date of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) a-16 b 1 t `k n e o A :L4' Set revised 9/2/98 Page 10oru kp . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM' PART C SYSTEM INFORMATION (continued) roperty Address: 'aS l ty Owner: Date of Inspection: NRCS Report name Soil Type— - -- — ----- Typical depth to groundwater— __ USGS Date website visited VIVO Observation Wells checked Groundwater depth: Shallow Moderate „Deep _ SITE EXAM Slope 00 Surface water IXUD i Check Cellarb" Shallow wells Ve Estimated Depth to Groundwater I�Feet r Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record _ Observed Site(Abutting property, observation hole, basement sump etc.) Determined from local conditions 3 Checked with local Board of health Checked FEMA Maps Checked pumping records Che ked local excavators, installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) F , revised- 9/2/98 Page 11of11 I E i t,, i - - a ME n1 NH + M4 TRANSPORTATION, INC. i VA N.. MD — I'a I l0 CA T ION S E W A G E PE RMIT NO. I VILLAGE INSTAIIER'; N -MEN ADDRESS e OR owNER ' ,�2� DATE PER IT ISS,YE - II l DA`TE COMPLIANCE ISSUED . f i ` J b"o Atwakwk 'o—I V 04� C T S G E E RMIT N0. .VILLAGE {. 1NST LE 'S N' E i ADDRESS OR OWNER f DATE PERMIT ISSUED DATE COMPLIANCE ASSUED r I - 30 i { a Fss...: :A....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................` OF.......... p` t3��`"t EO 1 ...... Appliration for Ui,ipnatti Nforkii Tomitrurtinn ramit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: _. e 7 5 A ............. s ....:� .....��:......-=--� ------...-.--_-. ............................... -- Location-Address - or Lot No. -----------------••---...----------- - �'`' :!, a .i.�!4.���'c/���?� .:�........._. Address Owner --.••--•--•.•-_--••-------- -•••.- .................. ... Installer Address U Type of Building Size Lot..lCf. 0...Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type e of Building No. of persons............................ Showers (� YP g --•----------•-------------- P ( ) — Cafeteria ( ) Otherfixtures ..............................................................-----------------------------• -----•----•------•----------....----------------••- W Design Flow..................//.d................gallons per person per day. Total daily flow................... 52..........:•.gallons. WSeptic Tank—Liquid capacity/gam---gallons Lengthy.'-_4.".. Width..¢=4. Diameter________________ Depths':'.vr'+ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No------ ---------- Diameter.................... Depth below inlet....../......... Total leaching area..,.6✓9.....sq. ft. Z Other Distribution box (>,9� Dosing tank ( ) ~" Percolation Test Results Performed by.!;; :. ? ................................ Date..r6."65-7J6 4 � A ,.a Test Pit No. 1----- ......minutes per inch Depth of Test Pit----- Depth to ground water.._.4N5---- -----__. fs. Test Pit No. 2................minutes per inch Depth of Test Pit...... ......... Depth to ground water.....,............. P+ ...........---•-•-------•----•.....................................................................•......................................................... 0 Description of Soil.......4--Z'V" -� �✓?..::.. � >C------_... Eco a �"�... ................ W ,---------- ................ ......."-••----•••••-•••-•----•-•-•-•...-•-...._.....•--•-•-•••••-•••••......-•---••-•-•-•••••••--•------.......---•••-•--•--------•••••••....._...•••-•------•-•-•••-•-------------• U Nature of Repairs or Alterations—Answer when applicable.........................................................:..:.................................. -•--------------------------•-------------------------------------------......-••--•---••------•--•--.........----------...------------------••------------------------------------.._..-----......••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'IU 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed....................•------•------------•----------•----------.........--------.-•-•-- .......................... _.... Date Application Approved By............. � ---- Date Application Disapproved for the following reasons:.............................................................................................................. -•....................•-•••-••-------•••......_...•-------•--•-•-•-------••-•••••----•.........._..-•-•--------------...............---------•-----•••--•.............................................. Date PermitNo...... ....;6 o•C-----------------. Issued........................................................ Date j4 S t - No.. ....._:�af) Fss..`.: .. .... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................0 F......................................---------._............._..........._....__......... Appliration for Disposal Murky Tonotrurtion Errant Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: l .............-;-/Ale. ..................v' , zp.................................... �2 s-�G5$�r5.... °9!®. �5. .......�.7- ocation-Address or Lot/No. ..... !�Yl _..____���-.�,14 . _..-•--••--.........-•---••-••---•-•• f= ...................................9�Sv✓ G�D Own ^ Address - .................. W :Li .......�7 .�d .............. .a --------------•----------•- -••-•••- -•....•---------------------- Installer •Address Type of Building Size Lot...lSq. feet �., Dwelling—No. of Bedrooms_______. .............................Expansion Attic ( ) Garbage Grinder ( ) �'4 Other—Type T e of Building __.._.. No. of ersons____________________________ Showers g ( ) YP g --------------------- P ( ) — Cafeteria Otherfixtures --------------------------------•---._...---•-•-------.....---------...----------------._.....-------...--------------....._.. WDesign Flow........................:...................gallons per person per day. Total daily flow.................s.93!..........gallons. WSeptic Tank—Liquid capacity/gallons Lengthj6_'�.... Width__f".e.'_P"Diameter________________ Depth.. 4."'. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area_____.__.._...-_._sq. ft. 3 Seepage Pit No...... .......... Diameter____________________ Depth below inlet..... Total leaching area._��___.sq. ft. Z Other Distribution box Dosing tank ( ) _ a Percolation Test Results Performed by....z 0 ..._r Y� l ............. Date... Test Pit No. I.......2....minutes per inch Depth of Test Pit....... Depth to ground water. ........... 1X4 Test Pit No. 2................minutes per inch Depth of Test Pit......e5_ g....... Depth to ground water_.._..b_........... 9 ._..:- l------------------- ---------------•- ----•-,---....-•-••-._.........._.....----------...-•-------•--•-••--••----------•--•-----........----- Description of Soil_...........�_._�� ...................�............... SAX✓ y .I............................... VNature of Repairs or Alterations—Answer when applicable.........................................................:..................................... -•---------------------------------•-----••-...-----..........---------........----•-------...---•--•-------•--.._..----------------...--•---------•--------.._.............-•--•...----•-•-•-•......._. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TIT1- 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed...................................................................................... •-••-•_•• -•-•----•-._.... Date Application Approved By.............. --...__. •-----------•-•------ Date Application Disapproved for the following reasons:............................................................................................................__ ---..._•-••---•-----•---••••-•-•---•-•.....................••-•-•------••--••---•----•-•••-•-.....-•-•---...•--•••-----.....-•---•-••----•......_.._.__...--•-------.....-------....--------•••-•-••-•-- Date PermitNo...... .2=&.e.............----_ Issued..................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD yy OF HEALTH ........ 4'&-4q.........OF..........4. r •r•-a�� "�:....... ........................ Tertif iratr of Toutplia"r THIS SAT? CERTIFY, That the Individual Sewage Disposal System constructed (� or Repaired ( ) by_---•----------•--------=^- c Is ' .. _.,:} ......�---•••.............•---_. ....•--..................-•-----......._...--•-•...............•-------.......... ....... ••- . Installer at........................ - -•-...__.....-••--••-----••-•._.....------•-----•---•---•-----•--•-•-•-•-••••--•••••---•-••----•••---•--•-•• -•....•-•--•-•_..... 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......a6------ ------- dated..............I.................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................... '..�_3.-. .. ............... Inspector... .................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH No.....R.S?:. �!D ........r.i� G[!L .............OF.................. Pyu�:_....._ _.{'! ..........._................ Fn..... ............... Disposal orku Tonstrnrtion rrrutit Permission is hereby granted..... ._.:'. C `�I✓�ti �2!L✓!J� .............................. ..................... ..... ....................-•--_........._........_-- to Construct (X or epair ( ) an indiyidual ,Sewage Di sal Systems --•••- at No..................: G�LQ.. ��.._ �p ....... ......_.....£ Q°.. .. Street as shown on the application for Disposal Works Construction Permit o. -/.... ... Dated..__.�J_. _: _-•-.___--_--••_• ��___G /1�' ' .. .....................................,.................----....---•-•--•........_ - / /e&........................ Board of Health DATE. !�l FORM 1255 A. M. SULKIN. INC., BOSTON r� 4- :r CONTRACTOR TO RELOCATE EXISTING IRRIGATION EQUIPMENT AND FILL HOLE W/COMPACTED FILL AND CONC. PRIOR TO POURING NEW FNO. B A A. A. BPROVIDE 12'SLAB FOOTING FOR RICK STEP. INCLUDE¢4 REBARS F 12'O.C.TO TIE IN TO FOUNDATION. EXISTING HOLE_______ ___ _i EXIST GEN. 9LAD CONTRACTOR SHALL ' ,r------------ ' TO REMAIN MAINTAIN 48'MINIMUM 42'-0 - VN m$ FOOTING COVERAGE U2 o p a - O 1"2 TO DOOR OPN in ______________________ -----------------___--------_________________ ._________________^ n cn r�w Z_ __ _ _ ________ �cv _O r i _______________ _ _ _ __ ,________________________________ ____________________________________ter________,___ _ � E--, � A. TL E,ENEG :SLOE. > :FOO TMG �F O 4•MASONRY LIP ALL AROUND w wo Fn:rPLATFORM NN GARAGE SLAB 30 PITCH 1/8•PER FOOT TOWARDS DOORS G BACKFILL W/CLEAN. COMPACTED FILL F O - R-M BATT INSUL. B Lg t�81E 3 �t BIT.JT,FILLER, a �b� � art $wua O I/2'G.W.B. TOP OFF W/FLEXIBLE ' 2 tJDMG O JOINT SELANT, �I E ,e,2bss5 � biKAFLBX IA" G�NF ffww b Q kr 1/2'COX PLYWOOD a C 99{{ q WWF LXG L/L.TOP I/3 TUBE 2%4 F IL'O.C. OF SLAB $1�1�a p5`�ui � a^777�i ',STEEL_ �...�r, ' ' ' :STEEL 2X6 FT,SILL L"COMPACTED FILL $ �` 8� � Q .________� 2 DO DIAM.15"GALV.ANCHOR Q�Qi��y�'" GARAGE L OTHER FILLED FOUNDATIONS: BOLT'4'-0"O.C. p Abs7 b'1`"E ' 10" W/2'¢5 TOP /BOTTOM BAR. 4'-O'X 4'-O' - g g REST FOUN D�TION ON 20'XIO'STRIP FOOTING. X 1,FTNG,FOR SILL SEALER 4'CONC.SLAB ice'<< �' PROVIDE 2 ¢6 HORIZ.BARS CONT.IN STRIP T.S.COL.SUPPORTS a, �Q FOOTING W/KEYWAY.LAP TOP¢6 BARS TO - I 2•¢5 REBARS.CONT,— @y MAIN WALL BARS.PROVIDE TRANSITION d f ` YnEiab7B$ $�EH REINFORCING W/FS HORIZ.BARS SPACED VERT. 12•O.C.PROVIDE 6/8'XIL'ANCHOR FINISH GRADE:FILL{TAMP '!"''`'•`b' BOLTS 4'-0'O.C.MAX. FOR Y/FT.SLOPE,6' AR NO ... FOUNDATION. y �ZS T rr I I , 2¢¢5 REBARS.CONT. `�+•;O.`.. I - DROP TOP OF WALL 2X4 KEYWAY r ' r ' r DROP TOP OF WALL DROP TOP OF WALL , , 2. IZ AT DOOR OPENINGS ' Il'AT DOOR OPENINGS I AT DOOR OPENINGS r - - I _ _ ___ _. } ..APRON - IN (�I ' , J _ }_ i DODEL F OWGR DEA 49-6- 3•-O' 10'-G• Y-OE 9. L. 3 3' OO U_ J— W ¢""'6 u�4iaem¢asaw T P T J tL Q OGARAGE SILL DETAIL Q Q ow w a< r•r-v O W N N Z 3 �r0 4" MAS. LIP 2 B w 2X PLATFORM FRM A. As A5 O Z STEP APRON,THICKEN TO B' LL •DOOR OPENING COORD,DIM.W/ DOOR LOCATION ¢5 REBARS¢2'-0.O.C. GARAGE DOOR I 1/2'XI 1/2'XI/4' O 0 GALV.ANGLE W/¢4 FND NOTES: OCHARX•Y-D 2: S R E-BAR'AIR ' I LXL G/G WIMP CONTINUOUS ; TOP I/3 OF SLAB I.BOTTOM FOUNDATION WALLS TO '- 10"POURED CONC.W/2¢tl5 TOP 1 BOTTOM BARS 1 5 BARS ISTR O.C. TING. AND VERT, - r_0" REST FOUNDATION ON 10'X20'STRIP FOOTING. - .. �• 4r�i1 �'.f. M PROVIDE 3s¢6 HORI¢Z.BARS CONTINUOS IN STRIP FOOTING W/ KEYWAY PROVIDE 5 VERT.DOWELS 24"O.C.HORIZ.EXTENDED J• O 3'-L•MIN.ABOVE TOP OF FOOTING.PROVIDE 5/8'X12'ANCHOR - i 'i ',•�.'y DOLTS 4'-0'O.C.MAX- 2. w 2.ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4•XS/IL'SQUARE STEEL TUBE .+ '•,� _ �.�:;.'. COLUMNS TO EXTEND TO FOOTER BELOW.PROVIDE G'XVX6/8'CAP PLATE 1 T•X12'XS/4'BASE PLATE W/203/4•DIAM.BOLTS.WELD ALL CONNE:CT:0N6 _ ,.y.';•:.i�,�r d FOOTERS TO BE 48'X48"XIL"SQUARE CONCRETE W/3F¢5 BARS EACH WAY. I¢¢5 RE is TOP-1 OO.T':0�'W4LG•:..:, / M O 3.DUST CAP ALONG BE 4'POURED BEAM ON COMPACTED EC FILL. :•'I,.':'.:;`.' {`,' CUT JOINTS OLONG WALLS AND BEAM COLUMN LINES. 4,CONTRACTOR SHALL INSURE THAT ALL FOUNDATION WALLS MAINTAIN •"-s':...���• PlTj 4'-O'MINIMUM COVER. �1DETAIL AT THICKENED SLAB FOOTING NCORRECT ORRQ ESTIONAB EC DI ENOSIONS NOT DROUGHT 1TTOST14ENATTENTI�% ^ OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. G'COMP.FILL ✓ 4r.. .�OGARAGE APRON DETAIL ec•Le'-vr•r-o• 1 g A {may RELOCATE 2" EXISTING TRAPIDOOR ANDFILL VERIFY PANEL 'C AND STORAGE HOLE LOCATION IN ____ __, FIELD EXISTING RI K T P. GENERATOR SLAB a'- ID'-O' 13'-0' (VERIFY SIZ ) -- ---- -- LOCAVERIFTION IN PELLA PELLA DOG DOOR LL(. BRICK 6T OP EXIST FIELD 2953 2963 BELOW iR 531 GEN (-PA 3XL WALL STL T IS SEC,ND Ge S B LEV L ELLA 2953 THREE CAR GARAGE .TREADS PROVIDE I LAYER 5/S' f/S o0 TYPE'X'FIRECODE GWB C� o o i ON I/2•GOLD BOND RESILIENT PURRING CHANNELS F CEILING w W <s DOOR OPENERS SHALL BE MOUNTED ON RESILIENT MOUNTS. ¢O 0 PITCH SLAB I/S'PER FT. �'«� '41 O TOWARDS DOORS O W C1 a m ZC]d r, T.S. WSX21 OR WIOXI9&Ek:B�Ah13 WItX43 OR W13X50 STEEL B AM _ - wo zI ' T.S. G]R COL TO FTNG 1= BELOW VERIFY PANEL y,R LOCATION IN p- ABLE t0 SUPPORT FIELD - STEEL EA.END CONTRACTOR TO RELOCATE EXIST j r------------ - r----------------i PANEL IN NEW WALL 66£ I I I I I z � "��M YY {OF �h+a I I i I I4M7 PELLA 0� EP� ry� bL^� N I I I I I ���g� t'gig T'-O'x 9'-O'O.N. S'-O'X 10'-O'O .D. 1'-O"xLL5UP TO ..... ..... �.�.. .�.�. .�� E11yy SECOND 4XL POST 3:13/4%9 I/3 LVL N ADER 4XL POST 3:1 3/1%9 I/1 L HEADER 4XL POST 3:13/4 X 6T' �p <Eb �Ba�' � LEVEL APRON NOTE: 42'-0' ALL WINDOWS TO BE PELLA ARCH.SERIES NOTEALL.EXTERIOR WALLS SHALL BE 2XL FLOOR , Q •I(•O.C.UNLESS OTHERWISE NOTED. 9 IL'LO C?UNLESSWOT ALLS ERW SELNOTED.BE 4 PLAN �• DOW ROUGH OPENINGS SHALL VERIFY TO IORDERING3.CONTRACTOR ALL UJINWINDOWS. lL Q 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS - A. A. O O O Q .. PRIOR TO CONSTRUCTION. CONTRACTOR - ASSUMES RESPONSIBILITY FOR ANY MISSING OR _ INCORRECT DIMENSIONS NOT BROUGHT TO 42'-O' IL INCORRECT Z W THE ATTENTION OF THE DESIGNER. lT Lu Q J 1•-4- 10'-L' T-2' 9'-2' T-t" 4'-' Q J J PELLA PELLA PELLA AL IL PELLA PELLA _ - 2953 12qS3 2953 1 3941 2941 W. Q O — W 1201 SLIDER CLAD PREN H W a/ O ql PELLA WET z '- BAR Q LIVING AREA O WE gAR O .OPEN CUPOI A C `480 V E 30GN �2.1. O N IG'-O' - DOW 4 T PELLA24 . �� I W 3L DOOR6 3048 = CL 3048 P LIN H.C. ACCESSIBLEL 1 --- ---_ - 3' © ED SINK LOFT ' BEDROOM BAT SECOND FLOOR 3'_O. 12'-10' 10'-4' 12- D PLAN 29 GRILLES 29 29 CUSTD CUSTOM 4RCW :EMP. CUSTOM Aec4i TEMPCUSTOM ARC SERIES WI OOWS PELLA SERIES WNDO S ELLA SERIES WINDO S IN DORMERS IN DORMERS IN DORMERS TEMP. TEMP. TEMP. _ PELLA PELLA PELLA a'-O' 6'-10' T._2. T-2. 5._10. S._O. i A.3 PELLA CUSTOM TRANSOM -CROWN W/CUSTOM GRILLE PATTERN It PRIELE m CUSTOM CUPOLA 1 RE LA CUSTOM TRANSOM _ 1 1 EVELED CAP W/CUSTOM GRILLE PATTERN - 1 3 V3 CROWN CONTINUOUS RIDGE VENT ��•FRIEZE V^� CUSTOM CUPOLA OI na G� WOOD ROOF SHINGLES ow ,3 TO MATCH EXIST HOUSE PAGE A-18OR ORIG PO R CONS T R.N D W G S. ————— — — — — — .6•- ♦ —— — — — — — —— — — —— O F m m r RAILING AND POST - w In�' TO MATCH EXIST G w m 2 RESIDENCE FLASHING BEHIND CLAPBOARD 0l (VERIFY IN FIELD) - �0 (TYP7 2 5 HIND CLU HING BE APBOARD (TYP) a x CUSTOM D r ARCH o i� DO I SERIES - -- A= NO ND TEMTEM v ND R RN AND P FIE TU VERIFY —/ TEMP EHP /- RAKE TRIM TO 2 Z Zti�i D CROWN MOULDING _ MATCH EXIST MOUSE i C T_ RIEZF— ————— — — — — ——— — — —— — — — — — ————— — — — — — — —— —— ——— — — —— — gY� dB 9 I.N. �. p - - - - - --- - - -- - - -- ---- -- - - -- -- --- --- - - - -- - -- - -- ..g 4�.� H O AND BED-MOULDING - i�msw rm F g` a - TO MATCH EXIST HOUSE. COPPER WINDOW CAP A` m MATCH EXISTING HOUSE _ pm n CUSTOM GARAGE _ fig' gg2 � �4 - DOOR HEADS - FIRST FLOOR tom%r y q q DO ® 1. HEAD HEIGHT T_O_ ORATIVE BRACKET inYll7I��I�w P6IE¢i1X_ 2 CLAPBOARD SIDING iC ® ® - _________ _ ___ ® ® MATCH EXISTING HOUSE EXPOSURE =5 EXIST PANEL R €BeOg w4CWc ____ __________ 2 _____________ ____________ L_____________ PVC CLAPBOARD SIDING VERIFY LOC.1 D y ( MATCH EXISTING HOUSE EXPOSURE D T Q E/4�X 9 CORNER ARD FIELD TRIM TO MATCH O - - OARD EXIST GEM./SLAB EXISTING HOUSE VERDY LOC.IN EXISTING MOUSE PVC 6/1 X 8 CORNERB TRIM TO MAiCN EXIST GEM. XIS NG H FI ON SLAB CUSTOM GARAGE DOOR CUSTOM GARAGE DOOR CUSTOM GARAGE DOOR FRONT ELEVATION RIGHT ELEVATION O W- Qw 1— QW � : 4 WLL > ? 0 Lij W u1 z 10 J w(yiLo W z PELLA CUSTOM TRANSOM PELLA CUSTOM TRANSOM W/CUSTOM GRILLE PATTERN W/CUSTOM GRILLE PATTERN CUSTOM CUPOLA - .. CONTINUOUS RIDGE VENT CUSTOM CUPOLA 12 F - - - -- - - - - - -- - - ------ --D ---------'-- --- - - - -- - -- - - -- - - - ---- ---- - - - ----- - ----- d CUSTOM DOOR HEAD ~ z N D CLAPBOARD SIDINGFm LIM + _ ®® D X O MATCH EXISTING MOUSE EXPOSURE 2 41 Z 6 3 6 ]6 T� O (VERIFY IN FIELD) ,SI DA , Ap W000 ROOP SHINGLES FLASHING UP 3 TO MATCH EXIST HOUSE 1VERIPY IN PIELD) __TO RAILING MATCH EXIST POSTS RETURN AND BEHIND CLAPBOARD 12 RESIDENCE RAKE TRIM TO ITYP) (VERIFY IN FElO) MATCH EXIST HOUSE D - i�r FIELD VERIFY �- — — — — —— ———— ——— — — — — ——— —— — — — — — — — — — — — — — ——— — — — — FLASHING BEHIND —— — ——P L A 8 N I N G B E H I ND— —— CLAPBOARD�m --:TYP) CLAPBOARD TYP) O COPPER CAP TO f/ __________ ---------- COPPER CAP TO 10 m MATCH EXIST RE91D. '-'- MATCH EXISTING RESIDENCE FIRST FLOOR WINDOW �2 FIRST FLOOR FIELD VERIFY •HEAD HEIGHT T-O' OC+ HEAD HEIGHT•,'-O 2 rm Oc DECORATIVE BRACKET In ® Z S q5 2 s 7 5 � 0 WINDOW TRIM TO MATCH PVC PVC J A R EXIST RESIOENCE(VERIPY 5/1 X 8 CORNERBOARD O MATCH EXIST .O IN FIELD) TRIM TO MATCH RAILING ANDPOSTS 6/4 X B MATCH BOARD RESIDENCE _ —EXISTING MOUSE TRIM TO MATCH (VERIFY IN FIELD) EXIST GEN. EXISTING MOUSE ON SLAB DO OR (SEE(;WNER) REAR ELEVATION LEFT ELEVATION d 3y I 2 x a•it,O.C. PROP-A-VENT W/R-14 UNFACED SAY T INSUL. I X 3 STRAPPING W/ I•RIGID INSUL. HEADER I/2•GYP.W VEN PLAS. CONTINUOUS RIDGE VENT ROOF OOD SHINGLES TO MATCH RESIDENCE MELD ADJUST pORMER2.4 - FIELD ADJUST DORMER PITCHES POR R-1•I PITCHES FOR CAP RIDGE TO MEET I R-19 INSUL RIDGE TO MEET i 5/B'CDX SHEATHING CENTER Q CENTER IS.BUILDING PAPER /'^ ae 1 13/4 X II I/4 RIDGE I 2r6 CAP Q 2:2.10 .-;/� '"'\-�` BEYOND GP Fi 4,6 ' 2 RIDGES MEET IN CENTER WINDOW HEADER A 3 13/4%11 1/4 RIDGE OF GABLE •A-FRAME DET - I X 10 RAFTER• '' _ It O.C. 12 ]1 IL'O.0 17 GP IX4 TRIM,PTO. -30 FBGLb.INSUL 9P APTER VENT 2:1 3/4X'1 2 LVL`` IXIO TRIM.PTO. R-30 INSUL VENT BAPPLE BEDMOULO 4 12 D `��. 12 ; ` moo Y� KSN 12 �' ti • �T� 12 _ 0 ♦ �J` ~ _ IXL TRIM.PTD. x15�qow.!2<�1� m < 'P� W •F•F m IDING(SEE ELEVS.) PLASHING W a"- ZWO a d a] p - S TYVEK 14OUSEWRAP v, •,++ /<•OC •`.r VAPOR BARRIER mg5WZ .O`` 1/2"GWB �/ IL F�.C` CDX.SHEATHING I'-B" 3/4'TIG PLYWOOD SUB-PLOD 3/4' IG PLYWOOD SUB-f IOOR F F •- GLUED AND NAILED.TYP - UED AND NAILED,TYP R-1-1 F"O.C. <¢fY 2X4 FBGLS.INSUL I (-�ti Wo3C 3N yZWZj )R -M INSUL SECOND FLOOR R- INSUL R-191NSUL SOFFIT AND TRIM o>�OOU�~W V II l/B'T,J.1.•N'O. ________ FLOOR BEYOND TO MATCH RESIDENCE TABLE d �5M5�0 �s�a j5 — — — — ——— — IIl/B"T.JJ.•Ic'O.0 O Li o o i LAi PROVIDE I LAYER 6/8' WBX21 OR yl XM STEEL BEAM PROVIDE I LAYER 5/0 - ¢ V TYPE•%"FIRECODE GWB - TYPE'X-FIRECOOE GWB WH%43 OR WI2X50 STEEL BEAM ON 1/2"GOLD BOND RESILIENT ON 1/2•GOLDBOND RESILIENT FLUSH ti FURRING CHANNELS CEILING = PURRING CHANNELS CEILING' _ n DOOR OPENERS SHALL BE MOUNTED U< DOOR OPENERS 644ALL'BE MOUNTED Jd .2ON RESILIENT MOUNTS. _ ON RESILIENT MOUNTS. Soi PITCH SLAB 51/pB• PR PT O L 'PITCTH SLApBg1/88•PER FT V•, w W a PROVIDE I LAYERR6/B. jO PROV DE I LAYERR5/B" ,zjV - •^ TYPE'X"FIRECOOE GWB O W �/] w i TYPE'X'FIRECODE OWE O lu a- �+ •CONNECTIONS W/LIVING SPACE O UI- •CONNE NS W/LIVING SPACE UO 3 CAR GARAGE 0 3 CAR GARAGE E— C RAKE AND RETURN MAIN ROOF OCC=)v�1 S GARAGE SLAB___ p ' GARAGE 1 OTHER PILLED FOUNDATIONS: GARAGE 1 OTHER FILLED FOUNDATIONS: 10' W/2•.5 TOP 1 BOTTOM BAR. 10' W/2•.6 TOP 1 BOTTOM BAR. i REST FOUNDATION ON 20'XIO'STRIP FOOTING. - REST FOUNDATION ON 20'XIO'STRIP FOOTING. PROVIDE 2•.5 HORIZ.BARS CONT.IN STRIP PROVIDE 2•.5 HORIZ.BARS CONT,IN STRIP 'PLYWes OCf)EL!PlYW00 RRI t FOOTING W/KEYWAY.LAP TOP 95 BARS TO FOOTING W/KEYWAY.LAP TOP 05 BARS TO MAIN WALL BARS.PROVIDE TRANSITION MAIN WALL BARS.PROVIDE TRANSITION Z 32 REINFORCING W/•5 HORIZ.BARS SPACED REINFORCING W/.5 NORIZ.BARB SPACED / H;� VERT.•12'O.C.PROVIDE 5/8'XI4'ANCHOR VERT.•12'O.C.PROVIDE 5/B'XIL•ANCHOR BOLTS•4'-0'O.C.MAX. BOLTS•4'-0'O.C.MAX. -V 2S'-O' . .A �9=b hisd S TYPICAL ROOF NOTES �=�ONTOR i0 VERIFY ALL WINDOW ROUGH I I' I I I / , 'J'6F� ar�^�" a �'CONTRACTOR TO VERIFY AlL WINDOW ROUGH PRIOR TO ORDERING WINDOWS 19 >OPENINGS PRIOR TO ORDERING WINDOWS 1 SIGNER OF ANY ERRORS RO OMISSIONS. I I I = gR 23 PGpP kS�i '� NOTIFY DESIGNER OF ANY ERRORS RO OMISSIONS. /// / 011 4 OST CAP ��E% aGaa2_ Z TO MATCH EXIST RESIDENCE mg Qj FIELD VERIFY - 2SCREWED LAYERS EXTERIOR PLY I I I/ / / - Pig V V PLYWOOD ROOFING FELT D GLUEDQ< ig' �, g R8 N TOP RAIL TO MATCH EXIST // ��� oa £QNBF � RESIDENCE CEDAR BLOCKING - 55 fPIELD VERIFY( ------- -- --- --- COPPER ROOF F v,<Li NIqUz y ^<saaaaa�,. ss . EPOM ROOFING MEMBRANE STRAPPING y / ` 2X2BALUSTERS TO MATCH 4'CROWN PL YWOOp RIgS EXIST RESIDENCE•S"O.C.MAX - RADIUS ROOF 2'awl / INTERMITENT BLOCKING / (FIELD VERIFYI If RA11ERSI 2: 3 4' PLYWOOD 5/4 X 4 Ten / SCREW AND GLUE N/FLABNMG uXwR / SLIDING DOOR _ - IX FASCIA W/BEAD RAFTERS // •^ POST TO MATCH EXIST STRIP VENT SOLID BLOCKING V/ 3/4•PLYWO.SUBFLOOR RESIDENCE COUNTFLASHINR DOUBLE PLATE ,J (FIELD VERIFY) 5/4'FRIEZE W/BEA I SULAT D 5/4 TRIM WOOD FINISH FLOOR 7X a IX4 MAHOGANY DECKING MPER D < 5/4'80L10 BLOC _ LASS r.oNT w.u. �l ' 3/4" EXTERIOR PLYWOOD F— � Q Q BOTTOM'RAIL TO MATCH TYPICAL WALL NOTES '- W OC EXIST RESIDENCE fFIEL VERIFY) INSULATED STUD WALL _ - 0 U_ O W- w J DORMER SIDING O DORMER SECTION(PROFILE) O a W� > GARAGE- x B .TO a ALL ROOFS TO BE COMPLETELY COVERED W/ICE I.WATER BARBER Q Q Q .cu r.r-o• FRAMING I{•o. O EAVE S SHED DORMERS GYP BOARD v N w SPACERS o E .e.Le'•'.r-r-o• 2 X 8 � IG" O.C. � W N Z �sG PROP-A-VENT W/R-19 wBOLTfiD 1 X TO z tV IXIO FASCIA.PTO. UNFACED BATT INSUL. O 1/2'G.W.B. GARAGE WALL Q DORMER SECTION' -_ ----- I X 3 STRAPPING W/ p N I" RIGID INSUL.:____ _ 0sEE flee PLN. STOOL ____________________________ _ 1/2' GYP.W VEN PLAS. I/2 GYP BOARD "A"r"-O' W 2 1/2' APRON 4" CROWN 2 X 4 FIRM. G" FRIEZE OUBLE 2 1/2 /4 PLYWD D DORMERAFTERS WALLS ______________ ___ _ ____ ALCONY RAILING SECTION FLAT CASING STOOL 3: 2 X G fSEE FIRM. PLAN) ___ . BEVELED CAP D 3: 2 X G ----------------------------- 3 1/2" CROWN sc.LE wr-r•o• 0 — — 4" FRIEZE SCREEN 5/4 X G + 5/4 TRIM (PLY CORNER BOARD « _ I/2" H DORMER SECTION (PLAN) lO CUPOLA SECTION Q o K.L.I.�..r_o. e 1 g A _i A. P.T.2 X S E FOR BALCONY SUPPORT 3 RELOCATE EQUIP AND FILL VERIFY PANEL IS FROM GARAGE WALL EXISTING TRAP DOOR LOCATION IN AND STORAGE HOLE FIELD CCANT. BALCONY RAIL (STING ]:2 X IO ABOVE GENERATOR P.T. SLAB FOR BALCONY SUPPORT L CAT(PANEL FRAME T T LOCATION IN ' EXIST FIELD GEN i m X .— �zd E—I F OL.TO TN w TUBE EL E'.AYY�OI�TT NAND N'X 4-X .250 TUBE EL STEEL as .. aril. W. La vw g 7-17 WI1 3 W XS 8T L EA WS 21 WI XI1 TE L B AM F ZR VERIFY PANEL I LOCATION IN Vf eR FIELD o r e I I e a: agigI I 2 ed� `A `n7ie � GDf 9 1 L D 1 3: 3/ X 9 I/2 VL E ER �I /1 9 2 L L AD R S 1'. POSTS 1"• POSTS 4".['POSTS 1 .['POSTS 1•v[•POSTS S'.L' ST ` � � C €€ 2 g q •5 .5 I I I IQQ g \ Q A Q w� W \ \ \ \ \ A OC �W� 5: LL ,� W V IL < LL ... , .R a I N W N 0 � r0 1 i ; III - O W IN TYPICAL LVL/GLULAM BOLTING/NAILING T I —� z MULTI 1 3/I• BEAMS 1 I 1 1 D ME I I 1 , II u I 1 1 I v ]• I t I 1. 1 2 I .IG O 1 I I 1 I t i 2XI •I O. i i i X IY" C. 1 1 I I I 1 I I 1 I 1 I 1 )Fl�ces 0-17 ROWS OF LLD NAIL)•12'O.C. OVERFRAME I I I 1 t K 1 i I I 1 / •I/]-lVL CAP 12: 3/ X I/ a I I 1 I I I I I i 1 FIiCDB 0-1 ]mom OF Vr d<N D .0 OLTS•Ir O . P I DVERFRAME bbCT10N O CA I I 1 2:1 3/4 X 1 1 2 k D O I I I ^ N _ a I 1 1 N me" 0-1' 2 ROW OF 1/r MAN DOLTS•or o.C. 1 - I I 1 1mo F ]' 1 I I I I 1 plp I I 1 1 I I 1 I I bfN 1 1 1 I ' MULTI 3 1/2' BEAMS pl 1 I D W= i i ^1 I 10A 1[ O.0 1 1 2 10 w• I 00 I I ri I 1 1 7 FplCDS D-1• ]ROW OF yr DAM DOLTS•IY O.C. It I , 1 , LIJ -L-JL-JL- 11 rl 11 1 1 g A .5 • \ \ / C' O a o 00 s s c: y` ° Josh • ° AIPUI 3 „ J. O 1 io Marys i. �pl�m\_ �':ti �' /•' sr� £� + 2, C — _^ \ -- !P (. • Q p p — Q � J -n PtII, }y •o �' •,••4• 1: ' �� .n or r o • • � V � � V � � � � � / `P},� ��r I � A11� / i/vim 1` �-e_ � •/��l- � I � .�•, •P o \ � � / _I , �t •o c�•• P'u6 Ic i� • �l� � � �i � may,y: e 4-1 v Tims Tuna .i_ ,o "`... `!r 'it ' Pt`� Cove j �, I I s' �;, 110. a •toe: \ \ \ Handy ` and -7 LOCUS PLAN SCALE: 1 "= 2083' \ 5 \ d _ _7 -- _ LEGEND _ =� _ 3��s _8 SOIL DATA • \\ \ 5 0 X 5 EXISTING SPOT ELEVATION �^ `�� �'' \ \ \ \ \ i J _ / / -8 \ \ \\•..� \ \\ \ \ �7 -7 ' / — O— � DATE : 10 -13 - 78 2 — -- - EXISTING CONTOURS / �`. •� •'•.� \ 3 i _ ENGINEER ALAN W. JONES -7 8 Or�OQOo FLAGSTONE WALK / \ �`-.� \�•.,,� -5 .—DA 4 -2 / �. \ \r \�•.. ,,9 \ 0 �" , / / i 0 - 2 ' loam & subsoil WOODEN WALK �� \ \ \ ON / /i i � 2 3 sand & gravel / 3 - 4 ' medium sand / � -,. \ \ •• \ \ / � — _ � / /�� 4 - 7 ' fine sand �. • �� SALTMARSH LIMIT -3 \ _ _ • / � / water at elev. 0.2 - � f/ � � \ \ \ \ ' \ � \ I'•� 3 COASTAL BANK LIMIT -\ �3 — � � '•f' / /(/ / _ 3 3 POWER POLE w / GUY ANCHOR _3 \ \ / •"'•• 1 �/ - — r — � — PROPERTY LINE rS=;T(ON / \ \\ \ It .........•N � HIGH GROUNDWATER ELEVATION o �• \ • \ ,DATE OF OBSERVATION - MARCH 21, 1988 '7 i• • \\ INSPECTED BY : THO AS McKEENE , BOARD OF HEALTH AGENT • 3 ' + \ \ ,� \ •• — / / \ DEPTH TO GROUNDWATER - 765' YELLOW FLAGGED TREE / I i \ \ .................. \ GROUND ELEVATION AT TEST PIT - 7.4 msl V \0 x 4 \ USGS HIGH GROUNDWATER ADJUSTMENT FACTOR - 1.3' EEL GRASS •�/ USGS ADJUSTED HIGH GROUNDWATER ELEVATION - 1.2 msl i 1 I / w o� \ DUNE LIMIT SECTIO � .-35' BUILDING SETBACK 50 \ l BOO �9 PROPOSED / AROPO$ED 3 BDRM 1 14-50 DWELLING NEW 1000 GAL w\ \� \ \ — / / / / / / / �✓ FLOOD ZONE BOUNDARY' ( • 1 SEPTIC TANK ox3 / / / EXISTING LEACHING SYSTEM CAPACITY SECTION C / �\ \ SIDEWALL AREA min PROP. UTILITY. / 0 CORE WALL � 0� ` ♦ \ / I / 1 FT. DEEP x 21 FT. LONG x 2 SIDES x 2.5 GAL./S.F.:105 GPD ( ` / I 1400 O ,8 O \ 3% 1 FT. DEEP x 11 FT. WIDE x 2 SIDES x 2.5 GAL./S.F.: 55 GPD r - - - - - - - - - - - - - - - - - - - �= L 1 D-BOX \ / / TOTAL SIDEWALL: 160 GPD V 17 FLOOD ZONE I �• / I '� •RESERVO AREA BOTTOM AREA 3,5"DIA. KNOCKOUTS INLET H USE L _ _ - I I I� 0 � /� J 1 ' � ' l = 11 FT. WIDE x 21 FT. LONG x 1 GAL./S.F. 231 GPD OUTLET _ - I 5 `,4 I jSECTION p 29' i l LIMIT OF EX¢AVATION -/BACKF • I TOTAL SYSTEM CAPACITY: 391 GPD / / � II,L WITH 3/4' \ I - - - - - - - - - - - - - - - - - - - -J r +� i8� 1 / I � \ A/ 1 1/2 ��washed stone l I I PROPOSED LEACHING PLAN VIEW ! I It Q ; / 6"x 9"COVER �18"DIA.COVER 10"x 14"COVER CHAMBER/ , ( w^ \ A HOUSE SET ON CONCRETE PILES 1"TAPER �a„ � rAl 1 FLOG ZONE � �� 1 � � � � , PROPOSED ADDITIONAL GALLERY I ' 10' min. t0 pile line / l WATERTIGHT FRAME & COVER e' 9 i e. I ' • l I l // \ 1 / -- ' • • I Wy.•. \ 1.. ./ .- 1H "- --" V; 1 7.5 SECTION E APPRO�yMATE LOCATIO '�, (2) EXISTING O 1 / / I l F EXISTI G SEPTIC TAV � `--- p / K / / � / _2 � "�''►"�- GALLERIES 3„ r '. ., 1'-�r•• �' I / (to b� remo ed) i ----- ' -- - 5 a �10 I'>f rJ'O / 6.8�,1�L—1 * / A // I vv- 8 // _ . 7" 7" 4-g 1+cx, G IA s6.47 4'-0' -_-- _/ /�v: 6.30 LIQUID 3"WALLS LEVEL % t BOTTOM ELEVATION PROPOSED NEW DIST. BOX ' 1000 GAL. SEPTIC TANK �. s... .:a. -.1v,'._:v'...,,,.o ...•. .....,•'.4: ., x WATER CROSS SECTION VIEW / 1 10 �/ �/ -M MORE- SECTION F , � \ SYST +5O ��/ 2 0(:) 1000 GAL ' I I 3 430 / / s SEPTIC TANK DETAIL 1 NOT TO SCALE I J v v I ADDITIONAL SYSTEM CAPACITY WITH EXTRA LEACHING CHAMBER 7 SECTI N G 1 I I — _ \ G / f3 / • , _1 \ SIDEWALL AREA : 1 FT DEEP x 8 FT LONG x 2 SIDES x 2.5 GAL/SF 40 GPD l/ / /� - — — \\/ ♦� � GARAGE l / _ \\ � BOTTOM AREA 11 FT WIDE x 8 FT LONG x 1 GAL/SF 88 GPD 4 I Ito GRID 128 GPD O 1 20 / / I G E 3 1 I / I MIDDLE POND \ _ � I BOUND \� \ I \ / / / / I TOTAL SYSTEM CAPACITY- : 519 GPD / BENCHMARK \ \ / / 4/ I TOP OF 30UND v \ V V 7V�CBOUND / / • I I PROJECT CONC. a 1 ` \ BOUND ENGINEERING CORPORATION CLIENT 5 5-'2-88 UPGRADE LEACHING SYSTEM JF SDG 75 TARKILN HILL ROAD DAVID GREGORY 4 1- 1Q-88 0ec)ucEP SIZE OF PECle- ojT- G21761 NEW BEDFORD, MA. 02745 J 83 AH rc�{cv�r sEPT1 TASK y' I�IAg SD(� DWN. BY LAW CHK. BY SDG DWG, TITLE PROJECT No 2 IZ-30-87 ADD ADDIT-/OA/AL CoA57-gL9ANK BDM 5DG DSGN. BY: APPD. BY SDG 3461-002 EGE►/�T/�3� , �� = / � G- //'20- 7 T HODS / hEP IC TAI�1K sa SCALE: I': 20' EXISTING CONDITIONS DWG. N0. EC- 1 ATE DESCRIPTION BY APP. DATE OCT. 20,1987