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HomeMy WebLinkAbout0135 PINEY ROAD UNIT #A - Health 135 PineyRoad,,COtuit . . . TOWN OF BARNSTABLE IJOCATION 55 14 C V ' �a SEWAGE#Z 007` 177 CE,. VILLAGE (04U• ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. \<4cr bcow" SEPTIC TANK CAPACITY. r�1, 5-00 ga bt,.S H`t 0 LEACHING FACILITY:(type )C`I I '1oAw(��5 (size) �i NO.OF BEDROOMS OWNER ` C)�(^ PERMIT DATE: 5-. 17, O- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ' Feet Private Water Supply Well and Leaching Facility(If any wells exist ^ , on site or within 200 feet of leaching facility) /V Feet Edge of Wetland and Leaching Facility(If any wetlands exist l within 300 feet of leaching facility) A Feet FURNISHED BY s, 577,6,.. �G `��G 44dffl� TOWN OF BARNSTABLE LOCATION 115 5?iekew SEWAGE # } 'Y'LU AGE /n 4-"i1. ASSESSOR'S MAP &LOT kzQ -C-FL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 w2etlands exist within 300 feet leac ' g facility) Feet Furnished by tj 'y i �wE ll to t�f��r►e�f No. . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for Migpogal *pgtem Conotructiori permit Application for a Permit to Construct(i//Repair( ) Upgrade( ) Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. /3 5 (r"1N9 7 Rv Owner's Na`m1e,Address,and Tel.No. / Assessor's Ma /Parcel 1,� C®7v/r Jott ,"©/v"VAN p (J l�-3 / �Q _ Installer's Name,Address,and Tel.No. 7C2 1 9 G30.',72 MS 3 Designer's Name,Address and Tel.No. 'lope of Building: Dwelling No.of Bedrooms 5 Lot Size !0` 710 sq.ft. Garbage Grinder V-6 Other Type of Building (ui jD /401JE_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �� gpd Plan Date /" e3 00 ' Number of sheets Revision Date Title Jawl I A46 'I � (f Size of Septic Tank' Type of S.A.S. YdV Od/ DR tLCI Description of Soil 00t Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees toe a nstruction d maintenance of the afore described on-site sewage disposal system in accordance with the provisions Title 5 o nv ntal a nd not to place the system in operation until a Certificate of Compliance has been issued b this Bo d ealt . Sig 43 Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. "" Date Issued eNo. L04:; a f 4 . ,� Fee r THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Mioogal *pgtem Conoruction Permit. Application for a Permit to Construct Repair O Upgrade O Abandon O V Complete System ❑Individual Components Location Address or Lot No. � �� T � Owner's Name,Address,and Tel.Nto., C 0T U - Assessor's Map/Parcel �.D / 9-3 /� ���� /��a�n/`''� � + 617- Installer's Name,Address,and Teel.N/o. 7Cd',6�.'j I S?J Designer's Name,Address and Tel.No. µ , Type of Building: \ Dwelling No.of Bedrooms S Lot Size /4 1 710 sq.ft. Garbage Grinder Other Type of Building(,l&P No.of Persons Showers.( ) Cafeteria( ) Other Fixtures -.,�Design Flow(min.required)^ 'Jw" gpd Design flow provided d an - Plan Date '`f� 63 Q(}3 Number of sheets Revision Date 4 Title un4r V5TdNi 3--5" 0/A &7 t Size of Septic Tank /�( ) Type of S.A.S. Description of Soil. Q �. Nature of Repairs or Alterations(Answer when applicable) s -Date last inspected: - 4 Agreement: The-tnd'ersigned agrees to e uctiD on-and maintenance of the afore described on-site sewage disposal system in accordance with the�provisions f Title 5 o jhi En7iri n ntal o and not to place the system in operation until a Certificate of Compliance has been issued this B alrdoi eal Si ed /J / �! Date Application Approved by ///{�.CAI /*0 � �iJ��jl�( ��1 `� Date Application Disapproved by: / y 4 y Date for the following reasons ; Permit No. Date Issued , --- -- T ---------- 8 THE COMMONWEALTH OF'MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance A i. THIS IS TO CERTIFY,that the On-site Sewage 1/ )Disposal System Constructed ( Repaired ( ) Upgraded Abandoned( )by Pil,64 at ) 3 S P/IV F_ r R A OT U( T` has been co structed in accordance ' ,with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 1 dated 'I'nstaller q-- • Designer #bedrooms / Approved design flow . gpd ��/ c? The issuance of this permit shaa''il'1 not be construed as a guarantee that the system will function days designed f Date k j _ Inspector 6/ /{, —a-- --=— -- --- ------------ ——————————— No. Fee /J THE COMMONWEALTH OF MASSACHUSETTS T PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS lwigogar �&Pgtem Congtruchon Permit Permission is hereby granted to Construct Repair ( ) Upgrade ( ) Abandon ( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be ompleted within three years of the date of fhts pe t Date 0 Approved by� '� Town of Barnstable Regulatory Services Q� o Thomas F. Geiler,Director • sAMSTABLE 9 MASS. $ Public Health Division 163q. �0 ArF p ° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:. 508-862-4644 Fax: 508-790-630.4 Installer & Designer Certification Form Date: Sewage Permit# 20a? 1T7 Assessor's Map\Parcel0,7C O n Designer: c L Installer: . Y e (IWY) Address: U Address: On T tbv bi a- rn was issued a permit to install a (date) (installer) septic system at based on a design drawn by (address) �('„G1G� �C✓�'��LL dated (designer) �I certify that the septic system referenced above was installed.substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any,vertical-relocation of any component of the septic system) but in accordance with State & Local'Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils ere fo d sa ' actory. OF F?tCNF+RD (Inst llW s ignature) JAMES GEmTRAND Ca No O PINT Desig ei° ignature) (Affix° s Stamp Here) SE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptic\Desiper.Certification Form Rev 03-09-06.doc UP -------- \U --------==- SD ° Office Area I 60" Cased Opening Bar Sink --No Range �O --No Cook Top SD Sitting Area Revised 07/16/07 II Commcnwecrm of Mcssccnuserts Executive Office of Environmental Affcirs ApR JI Department of 'G' TORN 1 h,OFBAF "/ Er vironm"dntai Protecti WIIWtn F.wed 4TCam. A 3a'.w c.utxa T 73&3swuhn cam+. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 135 Piney Rd. Cotuit Address of OwnerPlallace Grove Date of Inspectiom- (If different) 54 Robert Rd. Name of Inspector. Frederick Kiely Manchester Ct. 06040 Company Name,Address and Telephone Number. Environmental Reclamation, Inc. 446 waquoit Hwy. Waquoit MA 02536 (308) 457-5020 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, acarrate ana 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: XXXX Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority < _ Fails. Inspector's Signature: Date: j�j � a The System Inspector shau suprrit a copy of this inspection report to the Approving Authority within thirty (30) days of comolet►ng 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 appmonate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B. C, or D: Al SYSTEM PASSES: XX I have not found anv information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. BJ SYSTEM CONDITIONALLY PASSES: One or rtso�system components need to be replaced or repairedon. . The system, upon wmpietion of the repiacrment or repair. Indicate yes, no, or not determined (Y, N. or NO). Describe basis of determination in all instances. If"not determined", explain why trot) The septic tank is metal, cracked, structuraily unsound. shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspecton if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Wlrrw Street • Boston. Matasachusetta 02108 • FAX(617) 336"1049 • Telephone(617)292_5spp A P,med on RMWIM Plow o.' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ` PART A CERTIFICATION (continued) Property Address: 135 Pin eyRd Cotuit Owner: Wallace Grove Date of Inspection: 81 SYSTEM CONDITIONALLY PASSES (continued) 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 reciaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipets). The system will pass inspection if(with approval of the Board of Health): broken pipets) are replaced obstruction is removed y C1 FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water _ P vY Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER. IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH.AND SAFETY �,kND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surtace water suppiv. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicues that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER (s7viaod,11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 'i PART A CERTIFICATION (continued) Property Address: 135 Piney Rd. Cotuit Owner: Wallace Grove Date of Inspection: DJ SYSTEM FAILS: N/A I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. _ Discharge or ponding of 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 cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. _ _ Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. ' Any portion of a cesspool or privy is less than.100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: N/A The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist:' _ the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA) or a mapped Zone 11 of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. �. ;revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ' PART B CHECKLIST Property Address: 135 Piney Rd. Cotuit MA Owner: Date of.Inspection: Check if the following have been done: X Pumping information was requested of the owner, occupant, and Board of Health. X None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. N�A&built plans have been obtained and examined. Note if they are not available with N/A. _X_The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow The site was inspected for signs of breakout. X All system components, excluding the Soil Absorption System, have been located on the site. JL The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles o c. tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. _X,The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. _)L The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 t I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 135 Piney Rd. Cotuit MA _ Owner. Date of Inspection: FLOW CONDITIONS RESIDENTIAL: Design flow: vallons Number of bedrooms: Number of current residents: Garbage grinder(yes or no):_ Laundry connected to system (yes or no):_ Seasonal use(yes or no):_ Water meter readings, if available: Last date of occupancy: COMM ERCIAUI N DUSTRIAL: Type of establishment: Design flow: pilons/day 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: 'ast date of occupancy: OTHER: (Describe) Last date of occupancy:__ GENERAL INFORMATION PUMPING RECORDS and source-of information: System pumped as part of inspection: (yes or no)_ If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM Septic tankidistribution boxisoil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components, date installed (if known) and source of information: Sewage odors detected when arriving at the site: (yes or no) _ i (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 135 Piney Rd. Cotuit Owner. Wallace Grove Date of Inspection: SEPTIC TANK: N/A (locate on site plan) Depth below grade: Material of construction: _concrete _rnetal _FRP _other(expiain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) GREASE TRAP. N/A (locate on site plan) Depth below grade: Materiai of construction: _concrete _metal _FRP —other(explain) Dimensions: Scum thidawns: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc) (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 135 Piney Rd. Cotuit Owner: Wallace Grove -Date of Inspection: TIGHT OR HOLDING TANK:N/A (locate on site plan) Depth below grade: Material of construction: _concrete_metal _FRP—other(explain) Dimensions: Capacity: eallons Design flow: gallons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX: N/A (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER:_N,/A (locate on site plan) Pumps in working order.(yes or no) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) I (revised 11/03/95) 7 .n SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 135 Piney Rd. Cotuit MA - Owner: Date of Inspection: SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number:_ leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.) No signs of hydraulic failure; no signs of ponding; all vegitationis norms e leashing pit is dry CESSPOOLS:XXXX (locate on site plan) Number and configuration: ':2 cesspools Depth-top of liquid to inlet invert: day Depth of solids layer: Depth of scum layer: Dimensions of cesspool: 8 feet deep X 6 feet wide Materials of construction: rnnrrat-a hl nrk Indication of groundwater:no yi denre of grnnnd water inflow (cesspool must be pumped as part of inspection) Did not pump pit was dry at the time of inspection Comments: (note condition of soil, signs of hydraulic failure, level of pondingg, condition of vegetation, etc.) no signs of hydraulic failure; no signs of ponding PRIVY:_ (locate on site plan) Materials of construction: f A Dimensions: Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition-of vegetation, etc.) (revised 11/03/95) 8 I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 13 5 NNE Y R D, to-ru T- - Owner: Pate of Inspection: SKETCH OF SEWAGE DISPOSAL SYSTEM: indude ties to at least two permanent references landmarks or benchmarks locate all wells within 100' Pir I 73 . S6, 'Y7 , I ; �. t . DWELLING- 135 PINEY RD, PINEY ROAD - Co i u i i DEPTH TO GROUNDWATER Depth to groundwater: 25 + feet method of determination or approximation: Groundwater depth lished usinq the USGS map Cotuit •Quad of 1974 and the surface water elevation of Lewis Pond bQ0 tt. away (revised 11/03/9S) 9 t� SFr�lf �71 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Frederick Kiely Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. December 12 ,1995 Acting Director of the on of Water Pollution Control ------------, ERTARCHrfECTS, INC. PO BOX 343 YARMOUTHPORT, MA 02675 1111/I1I ICI 39-IM N � a " EXISITING KITCHEN M °? w I - V 12!LIIIS O.C.VERTTIN TO EXISTING - RENOVATIONS TO: / FAN, PRIOR TO POURING NEW WALL. I a s-G (� �4•-G�"+. s-a'+ - HE NOONAN RESIDENCE V ' EI XISTING NEW ___ 1, v , OFSET WALLS AS NECESSARY 135 PINEY ROAD -- TO ACHIEVE FLUSH INTERIOR - -1. 4 fi POST FINISH AT FIRST FLOOR WALLS _ ( CU1'UIT, MA _i 1 m + CONTR TOR TO ENSURE BUILT-IN PANTRY CABINETS ' I n MASON Y BEARING BELOW I NEW CLOSET —i POST DOORS TBO N I I) \ LOCATE OPENING IN Ell _ AL1QN CONTRACTOR TO SAWCUT 1 MASONRY OPENING IN + EXISTING WINDOW —► + I; LOCATION TO 8E DETERMINED I + F 3 OPENING. I �1 EXPANDED DINING AREA FOR ACCESS TO NEW FDN. NEW FULL FOUNDATION i 2M7 b 9 1/2'TJI PR0250 m I�Z ALL NEW WINDOWS TO CONTRACTOR SHALL ENSURE < a II MATCH EXISTING. STRUCTURAL INTEGRITY OF 0 1fi'O.C. 3,. EXISTING WALL AND TAKE CARE EXISTNC MASTER T--- �° _ REMO E EXISTING WALL— - NOT TO UNDERMINE EXISTING BEDROOM + I! FOOTING. o PROM E 201 3/4'X9 1/2•LVL ti - UPTUR ED BEAM OVER OPENING—3Fi CONTRACTOR TO COORDINATE m WALL HEIGHT TO ALIGN FINISHED 4%8 POST FIRST FLOORS - II, DRILL&GROUT 24- #5 BARS 0 9•_a' 9'-0" 12'O.C. VERT IN TO EXISTING FON.PRIOR TO POURING NEW TRIM PMP9 AM NOT TO M W0 WALL NEW pOMR P®d10M OR coxmcw ENGINEER TO VERIFY W/ ldliOU�4 _ SETBACKS -SECOND FLOOR PLAN _f FIRST FLOOR PLAN _f FOUNDATION PLAN ALIGN FINISH FLOOR W/EXISITNG ALIGN.FINISH FLOOR W/EXISITNG ALIGN FINISH SLAB W/EXISITNG DATE ISSUED: . REVISIONS ALIGN ALIGN . -.._....—.. ..._._ ALL NEW RAKE DETAILS TO MATCH EXISTING \, ALIGN PERMIT SET _ \ PROGRESS SET 13LEND NEW ROOF t-AUGN NEW SHED ROpF W/EXISTING->• ,� \ ` PRICING SET SHINGLES TO MATCH ROOF PITCHES TO j _ \\\ �\ PROGRESS SET EXISTING MATCH EXISTING FAKE NEW RAKE DOWN OVER KITCHEN ROOF FAKE NEW RAKE DOWN OVER KITCHEN ROOF - ® - ROOF PITCHES TO ® \ ROOF PITCHES TO MATCH EXISTING \ MATCH EXISTING i RAKE DETAIL TO MATCH EXISTING REGISTRATION NEW SHUTTERS ISO— 0 1 f 4 NEW CORNER BOARDS ® -- ti I -NEW CORNER BOARDS II rI NEW WC SHINGLES ',: I 'I NEW WC SHINGLES 1 it, 11 _ SHEET NO. -r A.1 PUNS 3 ELEVATIONS < NEW EXISTING s EXISTING -NEW F NEW I EXISTING TOTAL NUMBER OF SHEETS IN SET. ,/:)REAR ELEVATION FRONT ELEVATION 4f1RIGHT ELEVATION 2 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 24' 2' 8'4 10, 10 2' 10 1 '7 4'4 4' 1 ' 11 T4 u I p Note A I 8 2211 r - t° ' _ /VanityNote C� __.. r ' f' ` ( r Note B Note H Note I r � T6 Note F ................... I I p Al F] LO 2'6 /2'6 1 10 I M C'r) /r l Note E Note G (D O d' _ Notj& .J-- r. N 1 ' 11Noter` N 3011 wall ................ 00 � O O 1 I I I N Note M Note C I Revised 05/08/07 21 4' 4' 4' 4' 118 2 19'8 2'4 24' I SYS TEM TEM PROFILE NOT TO SCALE FINISH GRADE FINISH GRADE OVER FINISH GRADE OVER EL. 75.2 SEPTIC TANK 75.0 DISTRIBUTION BOX 75.0 _; :;<�•� FINISH GRADE RISERS TO 6 — OVER TRENCHES 75.0 = �—OF FINISH GRAD _a_ o v r PRECAST CONCRETE 1 b 500 GALLON DRYWELLS W MAN. RISERS TO 6 �. 36,E ;' H-10 REINFORCED LOADING ° o OF FINISH GRADE OUTLET PIPE(S) LEVEL MIN.SLOPE 1/o , 3 FOR 2'( MIN.1% SLOPE TRENCH LENGTH =33'-6 6 - MIN.SLOPE 1% ° BEYOND MIN Ir DRYWELL LENGTH 8 6 13"MIN. 1411 -t rylu •� �- t6' UMP73.41 72.25 . —off = " • .°, � � `, np-,, ".It !'r. 72.00 I — _ < :1 L. 1 �O_r ti1 � •�. . � :r 1 ,O•r L' :1 1 ,.0 :1 �� '+1 ._ - • - PVC OR CAST IRON TEE 7150 c,. , ,1� YO rl� r 1 r'1 .q�'• "r '',OT� Ln b' ,,. 'r. ,1 ,!•;, t • -t GASBAFFLE d, �Gs•�, to:r �>o •, o - DISTRIBUTION BOX •r 1 ,O_I 1 t .1 " n MINIMUM INSIDE DIMENSION 12 3/4 -1-1/2 DOUBLE ` w 3/4 1-112 DOUBLE - ,,p 1500 GALLON a .s, OUTLET INVERTS 2 BELOW INLET INVERT WASHED CRUSHED ' ®.= ---: � • rl SH CRUSE 5' WASHED CRUSH` D 4 o o •0 .� MININ,UM CONCRETE WALL THICKNESS 2 TOE E E PRECAST CONCRETE STONE_a.. STONE .. _ d .. INS;ALL ON COMPACTED LEVEL BASE ` REINFORCED ,. H 10 0 a BOTTOM OF TEST HOLE EL.64.2 TRENCH SECTION r. o• 1. 1. .,,��GG.1 ,�+ 1 d 1 , . r. h .-, h,: r p� 0 0/. /. , ,..' .. . p«r, O •'Oa �1. o r• -�,t � :, o. a® Q + 0 /' b• r'0.:r +.p r ..�.41 �.. :1 °s•• , !>Mch . NOTE. EXCAVATE TO C STRATUM IN ORDER TO SEPTIC TANK ,M ,� r , . REMOVE ALL =A= & =B=. IMPERVIOUS MATERIAL .bF" SAS. REPLACE WITH LEA INSTALL ON COMPACTED LEVEL .. _ , �, a a WITHIN 5 OF THE S S R C W CLEAN, ,1 • . uaerly 9 MIN. 3 OF 1/8 - 1J2 CLAY .FREE SAND �, taut 11 36 MAX. D L WASHED ,'� 4 DIAM. OUB E x v. PEASTONE / „ a:EIts 1 > b s: .. . , ,, •. o .r >. . . � �. 3/4 - 1-1/2 DOUBLE'. J _ 11 WASHED CRUSHED 48 5 2 STONE A { e s�; TRENCH WIDTH ....�,...w-I..... rr NUMBER OF TRENCHES 1 GENERAL NOTES: NUMBER OF DRYWELLS 3 OBSERVATION PIT 1. ELEVATIONS SHOWN ARE BASED ON NGVD 2. ALL �-0ES iN i► E S a'STEIM MUST BE CANT iRUN ,504 OR SCHEDULE 40 PVC. PERCOLATION RATE: < 2 MIN:/IN / I 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING WITNESSED BY: SAM WHITE MUST BE NOTIFIED WHEN CONSTRUCTION IS BARNSTABLE BOARD OF HEALTH COMPLETE PRIOR TO BACKFILLING: L \ CO E DATE: SEPT.11,2003 r `� 4. ANY.CAHANGES IN THIS PLAN MUST BE APPROVED o EL.74.2 s ► RESERVE r BY CAPE &ISLANDS ENGINEERING AND THE BOARD o DESIGN DATA _ __ ► \\ OF HEALTH. 5• MATERIALS AND INSTALLATION SHALL BE IN FILL 00 ___ Ni COMPLIANCE.WITH THE STATE SANITARY CODE 1211 150 —— - TITLE: AND LOCAL APPLICABLE RULES AND _ _ NUMBER OF BEDROOMS 5 p4 \ I VI - -E- SAND — 4� REGULATIONS. 10YR 6/1 GARBAGE DISPOSAL NO 6. NORTH ARROW IS FROM RECORD PLANS AND IS � \ Is DAILY FLOW 550 GPD. NOT INTENDED FOR SOLAR ENERGY PURPOSES. � =6= LOAMY SAND SEPTIC'TANK REQUIRED 1500 GAL. \ 7. WATER SUPPLY, MUNICIPAL WATER SYSTEM. 8. FLOOD ZONE B 10YR 5/4 SEPTIC TANK PROVIDED 1500 GAL. _ 4411 LEACHING REQUIRED 550 GPD. IS CO at � =C= MEDIUM SAND � 10YR 7/4 SOIL ABSORPTION SYSTEM CALCULATIONS: �\ w \ titi�4'oQ I - 1 SIDEWA�L AREA = 220 SF. 220 SF. X .74 G/SF. = 163 GPD. BOTTQM`AREA = 553 SF. N �S 10 12o'� No GRou DWATER EL.64.2 553 SF. X 0.74 G/SF. = 409 GPD. LEGEND LEACHING PROVIDED = 579 rpn o: \ 52 PROPOSED CONTOUR SEPTIC SYSTEM UPGRADE O 159 52- EXISTING CONTOUR o0 41s �, ;nt PROPOSED SEWAGE DISPOSAL SYSTEM OBSERVATION PITt PREPARED FOR \ RICHAR� • ll ; JAMES \ \ / Q BERTRAND \ \ / ��� ❑ DISTRIBUTION Box 3 29894 JOHN NOONAN Cti�11� p�� w ¢ •. W H A� HSENO.135 PINEY ROAD o 0 0 SEPTIC TANK a. ¢ '° A N COTUIT,MASS. SOIL ABSORPTION SYSTEM E- w H \ �\ �' Q �' PLAN NO. 070103 SCALE: AS NOTED 1 i O?� o M o Tor \ � RESERVE RESERVE AREA o S N ��•...."° FILE N0. DATE: JULY 4,2003 M o° DAVID A y a, SEPTIC FILE NO. 73 .PCS FILE: ine rd135 o� i 4 22.26 PIPE INVERT ELEVATION u r CHARL.Es W W SANICKI z A .o ��0�5 CAPE & ISLANDS ENGINEERING o 0 20 83 135 - S 800 FALMOUTH ROAD, SUITE 301C PLOT PLAN '5 5 5 MASHPEE,MA 02649 (508)477-7272 SCALE: 1"_ 30' MAP.. SEC PCL LOT HSE � � �