Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0094 WALTON AVENUE - Health
94 Walton Avenue -- Hyannis P A = 310 441 TOWN OF BARNSTABLE '*—O ATION ` �`� %yti �d(� SEWAGE .. '� VIIILAGE (�'' ''��►&� ASSESSOR'S MAP & LOT jL INSTALLER'S NAME&PHONE NO. L I'.'A 14 I" 14A✓1 J ie!4 SEPTIC TANK CAPACITY l d 0 LEACHING FACILITY: (type) e'Cq (size) a X A Ka NO.OF BEDROOMS s� BUILDER OR OWNER PERMIT DATE: DATE: J I L 22 b Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet I! Furnished by 3- � U 4,z( 3 � 3► GO � � 3� 13�33Ac 3 TOWN OF BARN;STABLE- 'LO Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick VIIi Date of Inspection: September 24, 1999 l INS _ _ - SE] SKETCH OF SEWAGE DISPOSAL SYSTEM: LE; include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) ` NO BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _ __ Feet Private Water Supply Welland Leaching Facility (If any wells exist " on site or within 200 feet of leaching facility) - 310 t Feet Map: Edge of Wetland and Leaching Facility(If any wetlands exist Parcel: within 300 feet of leaching facility) _ ! Feet Furnished by _ BALL Al , r R rya - � g � - A3 B3 ' S �_ Ay_ a� , TOWN OF BARNSTABLE L_OCATION �) (NA ItO►^ A Vf- SEWAGE# VILLAGE NT Awl IS ASSESSOR'S MAP & LOT 31O INSTALLER'S NAME&PHONE NO. SDCrO Ili o SEPTIC TANK CAPACITY 1 QCrQ LEACHING FACILITY: (type) (size) �OX�o dG'I'A�a►'� NO.OF_BEDROOMS J BUILDER OR OWNER I t R O `t ,L PERMITDATE: COMPLIANCE DATE: /a 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 wetlands exist within 300 feet of leaching facility) Feet Furnished by (� .9 S M m - In m J O _ O nS cc r, NO jr THE COMMONWEALTH OF MASSACHUSETTS FEE �J BOARD OF HEALTH r 'J OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( ) Repair ( ) Upgrade ()k) Abandon ( ) - ❑Complete System gIndividual Components 94 Lj4L-T"'0f A-d e-;v1J16 EoyA-A-o )Dosss�NT'of �p 3 Ito /LO T ion-1- I 6AAW-Owner's Name Map/Parcel# )Address Lot# Tel # /LL �,g X J e-y i�i4a�/l LrZ J o rl.�J o^j Installer's Name Designer's Name J-ot-L d Address Address (sa3) ads'- Telephone# J Telephone# Type of Building: c-,- 6 �^'f�� Lot Size Sq.feet Dwelling—No.of Bedrooms a ex jr 3 4 ew q jto�w le-rirLe s�Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 730 gpd Calculated design flow gpd Design flow provided ,77),5- gpd Plan: Date Number of sheets ! Revision Date Title Bs.j.%.?A- -e SYIT66r-j Description of Soil(s) G-., -f-Va y e'o+A-Jr J4-v^'a Soil Evaluator Form No. // Name of Soil Evaluator d f Date of Evaluation S11)XI'33 DESCRIPTION OF REPAIRS OR ALTERATIONS Aer di-4-t-e 2 Le4tlliKe- reyj /Do o 6 g-Q ( I- /C1P�C T rie The undersigned agrees to ins all the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees of 1 ce the s tem in operation until a Certificate of Compliance has been issued by the Board of Health. Signed ° Da 4D S �� FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 �VD. N,o . "� THE COMMONWEALTH OF ASSACHUSETTS, ---' +,"FEE.. BOARD. OF IEALTrH OF APPLI'°°ATION FOR DISPOSAE SYSTEM CONSTRUCTION PERMIT ApplicationAor a Permit to Construct ( ) Repair ( ) Upgrade (iA) Abandon ( ) - ❑Complete System ®.Individual Components 9 6( w Acro ��CJ� E ED y:�•�v D�sS.��r-o Location Owner's Name iw4-P (o �oT 49( t .fr.er) Map/Parcel# ;. Address $,. l Lot# Telephone# /CL A10/-0e"y DAr/E't. JoK.,/J r • Installer's Name Y' Designer's Name $04 ►r u J-t7-8 g oSTek jI4 il.r t Address Address .161-- 34 $3 �a� 9�0� /gay Telephone# r ' Telephone# Type of Building: ILL'J/bCNT/A t Lot Size Sq.feet yP g Dwelling—No.of Bedrooms a E X r 1 T 3 ew Oef/FN/cam T/T�sD Garbage Grinder ( ) x Other—Type of Building No.of persons Showers `( ), Cafeteria ( ) Other fixtures Design Flow(min. required) 730 gpd Calculated design flow gpd Design flow provided s gpd ' Plan: Date -s 1/03' Number of sheets ! Revision Date i Title SI BS-+tiPA-Le jte!.,#f-e P,JP oJ,1 Jy 17?r n Description of Soil(s)' 4 : Soil Evaluator Form No. !I Name of Soil Evaluator Q. .l�/1 Date of Evaluation -ClIX/13 DESCRIPTION OF REPAIRS OR ALTERATIONS A-'*-f1-4~ccC 1C+t L6`9 3�3 C ,2 ;n! �- H _�Z'1 /Da o ,. >< �.4r.Lv.� �r,�nc r r/t . t r The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees of pl ce the s •tem in operation until a Certificate of Compliance has been issued by the Board of Health. tSigned Da Jim S 3 J44, ,FORM t - APPLICATION FOR DSCP .w t DEP APPROVED FORM 5/96 f • o..-- - v --— ---- - -- ——— — ----- ram. -- — _; _ . NO. THE COMMONWEALTH OF MASSACHUSETTS FEEVX- a---,'_' �.• V15 bI G BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description 0 Work: ❑ Individual Component(s) ❑Complete System l The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at C114 wo I a�, r4-v�• l��r�,►1,�1 r`s o has been installed in accordance with the pro isions of 310 CMII 15.00 (Title 5) and the approved design plans/as-built plans_relating to application No.X.06 3 Z9"7 dated 7- 2 2- U Approved Design Flow (gpd) Installer Designer: Inspector Date 1?- 2 2- The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 "`mow N THE OMMN EALTH OF MASSACHUSETTS O. O FEE 9AM,3v& BOARD OF HEALTH DISPOSAL SYSTEM CONS RUCTION PERMIT Permission is he wanted to Construct,( R pai ( ) Up r e V a On ( ) `an in vidual sewage E disposal system at a described` in the application'for Disposal System Construction Permit No. ,dated iLA Provided: Constructio sha be�completed within three of the,:date of th' er , 11 :as co ions must be met. Date Board of Health A r.• FORM 2 DSCP EP APPROVED FORM 5/96 FORM 1255 (REV•,5/96) H&W Ho,6SB WA REN'M PUBLISHERS BOSTON � S2S/Ol r NOTICE: This Form Is To Be Used For the Repair Of Failed Septic.Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM Jo tfNJuN hereby certify that the engineered plan signed by me dated_ 5-1 03 concerning the property located at 194 ciA Lro N ,4�[C'� •f/ aN�s meets all of the following criteria: — • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present: • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen (14) feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable]' Please complete the following: A) Top of Ground Surface Tlevation (using GIS information) q B) G.W. Elevation 15 +adjustment for high G.W.9 0-4 31. DU ERF.uNCE BETWEEN-A and B 16 fotL TEJT SIGNED : DATE: <)3 NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. a q:health folder:peravnp TOWN OF BARNSTABLE C, LOCATION ` A)l O 2J '4J e SEWAGE 001�—� r VII,LAGEy�pv.�,°S ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. )(4 J44 j SEPTIC TANK CAPACITY f 0 6 0 �f LEACHING FACII.TTY: (type) r'r f (size) NO.OF BEDROOMS BUD-DER OR OWNER ' PERMTTDATE: �I"q'03 COMPLIANCE DATE: O ZZ o 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 u Grp b 3S� 13�33 AC 13 r CIV 4 °X Al i t� Town of Barnstable oF t� Regulatory Services * BARNMBLE, MASS. g Thomas F. Geiler,Director �A .s63q �� lEn 39 Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 3, 2003 Edvard J&Rosilva Dos Santos 94 Walton Avenue Hyannis, MA 02601 NOTICE OF VIOLATIONS OF 310 CMR: 15.00 THE STATE ENVIRONMENTAL CODE TITLE V: MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE The property owned by you located at 94 Walton Avenue, Hyannis, was inspected on June 2, 2003 by Donna Z. Miorandi, RS, Health Inspector for the Town of Barnstable, because of a complaint. The following violation of 310 CMR 15.00, the State Environmental Code, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. 310 CMR 15.303 (a) 2: Septic system is in hydraulic failure. Raw sewage has been observed at ground level. Leach pit has been left open and poses a hazard for a child to fall in. On June 2, 2003 there were a couple of children's ball down in the open hole. 1) You are directed to hire a licensed septage hauler to pump the overflowing septic system within twenty-four(24) hours of receipt of this letter. 2) You are also directed to keep the on-site sewage disposal system pumped,as many times as necessary(daily if need be)to keep it from overflowing onto the ground. 3) You are further directed to contact and hire a professional engineer to design a septic system which meets local and state regulation requirements within fourteen (14) days of receipt of this letter in order to repair this system or connect to town sewer. 4) The newly installed septic system shall be completed on or before July 3 2003. .a- You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. Non-compliance could result in a fine of up to $500.00. Each day's failure to comply with an order shall constitute a separate violation. PER ORDER OF HE BOARD OF HEALTH Thomas A. McKean Director of Public Health cc: Betty West, Re ty Executiv s r s Barnstable Assessing Search Results Page 1 of 2 Po- � � y r �✓`4r'—,/'�W' �" ..m< �� ra Home: Departments:Assessors Division: Property Assessment Search Results :a w 94 WAL TON A VENUE Owner: DOS SANTOS, EDVARD J SR& Property Sketch Legend Map/Parcel/Parcel Extension 310 /441/ Mailing Address DOS SANTOS, EDVARD J SR& DOS SANTOS, ROSILVA F 94 WALTON AVEi'' d 3313?1?13 � �f 11����1331fa3 3 HYANNIS, MA. 02601 15! j 33 J/.,.3;,3f3if Assessed Values. 3,''', r �' Appraised Value Assessed Value Building Value: $77,400 $77,400 Extra Features: $2,600 $2,600 Outbuildings: $300 $300 Land Value: $35,400 $35,400 Interactive Property Map: ap rewires Plug in: Totals:$ 115,700 $ 115,700 1 have visited the maps before Show Me The Map x „r, • April 2001 photos available i 1 6 Sales History: Owner: Sale Date Book/Page: Sale Price: RODERICK, GERALDINE E 2/15/1992 C125710 $ 1 RODERICK, STEPHEN A&G E 8/15/1982 C893140 $46,000 GILLIGAN, MICHAEL F 7/15/1979 $37,800 DOS SANTOS, EDVARD J SR& 5/29/2001 C161655 $ 1 DOS SANTOS, EDVARD J SR ET AL 9/30/1999 C154973 $ 106,000 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $ 1,087.58 Town Fire District Rates Other Rates 9.40 Barnstable 2.88 Land Bank 3%of Town Tax Hyannis FD Tax $334.37 C.O.M.M. 1.54 Cotuit 1.88 http://www.town.barnstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/As: 6/3/2003 i Barnstable Assessing Search Results Page 2 of 2 Land Bank Tax $32.63 Hyannis 2.89 West Barnstable 1.96 Total: $ 1,454.58 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.23 Year Built 1979 Appraised Value $35,400 Living Area 1080 Assessed Value $35,400 Replacement Cost$89,017 Depreciation 13 Building Value 77,400 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Drywall Grade Average Grade Heat Fuel Oil Stories 1 Story Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 2 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 4 Rooms Extra Building Teatures Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,600 $2,600 SHED Shed 48 $300 $300 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area (Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story (Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) T http://www.town.barnstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/A... ' 6/3/2003 i _ Commonwealth of Massachusetts Executive,Office of Environmental Affairs Department of Environmental Protectio"; On One Winter Street, Boston MA 02108 (617)292 ��pE Is 00 %6h r'� TRUDY COXE 0.4v, Secretary ARGEO PAUL CELLUCCI VID B.STRUHS Commissioner Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 94 Walton Avenue, Hyannis, MA Name of Owner: Geraldine Roderick Address of Owner: Date of Inspection: September 24, 1999 Name of Inspector: (Please Print) James M. Ford I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: James M. Ford Mailing Address: P.O. Box 49 Osterville, MA 02655-0049 Map: 310 Telephone Number: (508)862-9400 Parcel: 441 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 Evaluatio the Local Approving Authority Nails Inspector's Signature: Date: September 25, 1999 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 the system owner and copies sent to the buyer, if applicable,and the approving authority. NOTES AND COMMENTS ! t rt e ` c Ike 19, so L revised 9/2/98 Page IofII La Pruned on Recycled Paper r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address.. 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspedo 1„Septembe24, 1999 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: ✓ I 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 of the Board of Health): broken pipe(s)are replaced obstruction is removed A revised 9/2/98 Page 2ofII r 5 'SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303 (1)(b) THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. _ The system has a septic tank and soil absorption system and the SAS is within a Zone 1 1 of a public water supply well. _ The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and the SAS 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 indicates 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. Method used to determine distance (approximation not valid). 3). OTHER revised 9/2/98 Page3of 11 . F SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 D. SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: I have determined that one or more of the following failure conditions exist as described 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. Yes No 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 '/a 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 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach'copy of well water analysis for coliform bacteria, volatile organic'compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes" or"No" as to each of the following: 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: Yes No 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 upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4ofII a .SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 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. ✓* _ 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. * (House is vacant.) ✓ As built plans have been obtained and examined. Note if they are not available with N/A. ✓ The facility or dwelling was inspected for signs of sewage back-up. ✓ _ The system does not receive non-sanitary or industrial waste flow. ✓ _ The site was inspected for signs of breakout. ✓ _ All system components, excluding the Soil Absorption System,have been located on the site. 4 ✓ _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for conditions of baffles 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. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) [15.302(3)(b)]. ✓ _ The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2/98 Page 5oftt j SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d./bedroom. Number of bedrooms (design): n/a Number of bedrooms(actual): 2 Total DESIGN flow n/a Number of current residents: 0 Garbage grinder(yes or no): No Laundry(separate system) (yes or no): No ; If yes, separate inspection required Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last two year's usage.(gpd): _11.998.-28,500 gals.;]997-25,500gals. Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow: gpd(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: None on file-per treatment plant System pumped as part of inspection(yes or no): No 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,date installed(if known)and source of information: Jun. 28179-per as built card. Sewage odors detected when arriving at the site: (yes or no) No revised 9/2/98 Page 6ofII 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 BUILDING SEWER: _ (Locate on site plan) Depth below grade: Material of construction: _cast iron _40 PVC _other(explain) Distance from private water supply well or suction line Diameter Comments: (condition of joints, venting, evidence of leakage, etc.) F SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" 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: 8'6"x 4'10"x 5' (1000 gal.) Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 9" Distance from bottom of scum to bottom of outlet tee or baffle: 13" How dimensions were detern fined: Measuring stick 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.) The inlet tee and outlet baffle were present The liquid level was even with the outlet invert. GREASE TRAP: None (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: (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 9/2/98 Page 7ofIi s ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 TIGHT OR HOLDING TANK: None (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: z 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: ✓ (locate on site plan) Depth of liquid level above outlet invert: Even Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) The D-box was level and there were no signs of leakage PUMP CHAMBER: None (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 Page 8of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan, if possible;excavation not required, location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number: 1 -6'x 6'octagon leaching chambers,number: 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, damp soil, condition of vegetation,etc.) The pit had 2 V2' of water on the bottom The bottom to grade was 9' Recommend installing risers to bring cover within 6"of grade. CESSPOOLS: None (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 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: None (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.) revised 9/2/98 Page 9oftt V SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 Map: 310 Parcel: 441 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) 17Ac 0 as `( 3 I , i3 rya - � g A3 i33 � s Ay- a� revised ',9/2/98 'Page 10of11 -_ i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 94 Walton Avenue, Hyannis, MA Owner: Geraldine Roderick Date of Inspection: September 24, 1999 NRCS Report name Soil Type Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater 22 +/- Feet 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 ✓ Checked with local Board of Health Checked FEMA Maps Checked pumping records Check local excavators, installers ✓ Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Using the Barnstable Water Contours map and the Topographic map, the maps were showing approximately 22' +/- to groundwater at this site. Using the Cape Cod Commission Technical Bulletin, the high groundwater adjustment for this site (AI W 230, Zone D, 8199) was 6.3'. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. revised 9/2/98 Page 11of11 No..............Z_ U��. Fss... 5....... ..._ : THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH �,� O ��I a�• ........................oF..... .... ................------------......•-••••••••••. Applirafion for Disposal Works Tonstrnrtion ramit Application is hereby made for a Permit to Construct (/,) or Repair ( ) an Individual Sewage Disposal System s� at: - • ...... . . ................. ................... ... ............_..---....... oc464AI � , r LotNo. ... �_.�... .__ . 0 <.............. ./�:. •-----... -----•---•---------•-. ........Address•- a _.. . . .. ...... ...................................••..... ........ .._.............................. Installer Address Type of Building Size Lot....l-.C2,,_Vf2D_-----•Sq. feet U Dwelling—No. of Bedroo :...... ..__.Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building . ........ No. of persons............(�a............. Showers ( P ) — Cafeteria ( ) a' Other fixtures ..:.................................................................................................................................................... W Design Flow......; ...........................gallons per person per day. Total daily flow........•.-0........................gallons. WSeptic Tank—Liquid capacity.1O°..gallons Length....`L'_6"_ Width................ Diameter...._.�.._.__ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.....001-------sq. ft. Seepage Pit No-------------------_ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing to ( ) Percolation Test Results Performed by..... ! ..... .... ........................ Date....!! .!C_.7.�...............__. a Test Pit No. . ................minutes per inch Depth of Test Pit.__........ �a a_r'.�:-..._-- � p p _____..__ Depth to ground a er_.._. _ . Lz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil..... o __ ----------------------- -------- ------------------------------------- ---------•--- ------------•------------------ W UNature of Repairs or Alterations—Answer when applicable......................................................:......................................... --------•--•--------------•-----............-----•-•-------•-------...-•----------------.............---•-------- -------------------••--------------------------•----•---••-••---•-........•--...-----. Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT Z 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 _..•.....-- --• •--------------•- -•--�"� �7._.... to ApplicationApproved By.---------------------------------------------------------------•----------------------••-------- ------------. ... -•--••--------- Date Application Disapproved for the following reasons:......................................................... •..........._. ..........................................................................•--•--•-•--•---.................---.........--••----------------------------------------------------------------------......... • ^ 9 �-Date PermitNo......................................................... Issued---- ................?.`-- Date No............... ' Fizs............................. THE COMMONWEALTH OF MASSACHUSETTS - BOARD OF HEALTH ...(t._4r..,,..........................OF...... �:�: / Appliration for Disposal Works Tonstrur#ion rnmif Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: Location(_Ad ress" Lot No. -- -'r'.... ..----....:..:................•---•-•--------.•-•---..............--- Address ....._....f/,��._t.✓i.... :.-• .................................... ...................................................... Installer Address Type of Building Size Lot...._!!?:_ ` .....Sq. feet �., Dwelling—No. of Bedrooms.:=j....._.t ............................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building __�%�. .......... No. of persons.............t............. Showers ( 1) — Cafeteria ( ) al Other fixtures ................................. . WDesign Flow......_ �_________________________________gallons per person per day. Total daily flow......... "_._= ?_._.._.................gallons. WSeptic Tank—Liquid capacity..._.-_'.gallons Length......I.......... Width................ Diameter..._ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area.....s7._''_.....sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Other Distribution box Dosing tank a Percolation Test Results Performed by �_. .. �! : _:*....... . ' �!./�./...?fi_----- Date ,4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..... .................:. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .................................................... ----•--•---------.--•--------•• .. ----.. -- -- O Description of Soil......AIL e�i. a :% �. ,f o,� .• - V -------------------- -•-------•--•----.......... ---•--•--•-----.-.--.-.-----------•---------------------•-••-• `� -------------------•----•-•-•--••-•----------_--------------------- W UNature of Repairs or Alterations—Answer when applicable.................................................................................._.._..._..._.. ..---=--•-------------------•--------------------•-•------------------------•-.................................----------------------------•-•------------------------- .............................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITS" 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,_-Yeti''_..... = ./'cr/�c---------------•---•---• �� e Date ApplicationApproved By.................................................................................................. ........................................ Date Application Disapproved for the following reasons:................................................................................................................ --------------------•---.------.----....•------------•---••.........•-•--•-----•-----...•-------...........--•••---•---•......--•.......••....•--.....--.-----.---.------••---.......................... Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......:.r> '✓...................OF...... ..�� ce,...............�........................................ Tntifiratr of f omplianrr � THIS IS TO,CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) ....... !" Installer . ..--•--•---' , � /� , . .. 3 y. .._..7._... has been installed in accordance with the provisions of TC,Y� 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._. ..__.....Z .................. dated....-_--_ ........'.....1.................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................•-........--------------•--•--•---..........-•--._.....-•--•- Inspector.............................. -------------...................... . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH FEE. c No.........._/ .. ....... Disposal Vorkii, Tonstrwtiott frrutit Permission is hereby granted....a � c_._. �, '!A� ...--•-•.............••----..•....;.-•---------.........------..................---.... to Construct O or Re aiy ( an at Individual Sewage Disposal System Street �. 7" as shown on the application for Disposal Works Construction Permi o...... ........... Dated.....3..=�. .......�:-.......... .._ ....� .. � - . DATE--- .� .......J f.......................................... Board of Health --------------'� --1.... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS !o ' . H . 1 n TEST PIT DATA REMOVABLECD`'AR t'` 4"'Sr�ri 40 OUTLET LATERALS All' Performed By: Daniel 3. :iohnson _ -- ------_--- ' ' SHALL BE SET I-PiEL FOR r� DISTRiB T�stN Bl�TC MEET i I MINIMUM OF THE FIRST TWO Date: May 12, 2003 t 15E.2232(WATERTIGH NES5 -" . r- y FEET AND CONNECTED TO CONSTRUCTION,ETC1 '" T EACH DISTRIBUTION LINE I WITH SOLID SCE? 40 PJ~rKPE TP-1 (EL. = 98 .5) 6" 9 � '�•SCH �N0 OF OUTLETS 2 li_.___. EL -9f5 00 EL. =94 83 9 r 1S,oo - Y 5 [hi1N) d E hED 1__.. .. . .._ __ _-- ., i0 R3/2: Sandy loam °�°o - o o� STONE (<-3/�'f DIA jl_ _. .-___. --_--------_. �____/ 7" - 25" Bw, 7. 5YR5/8 Sandy loam , STABLELEvfIBASE 25" - 96" Cl, 10YR4/6 Gravel coarse sand 1 I No Observed ESHWT No ObservedGroundwater / j,tBo ,floc 6-A4LON T� - NO. OFACTUAL DISTRIBUITON A"SCM q° f yfrric T�►NK y PERCOIJITIOR TEST DA17A LEACHING TRENCHES LINES. 2 END"CROSS SECTION LEACHING TRENCH DIMENSION --�—_ LENGTH JFLEACHING LINE 38` 2AT 38'LX2'WX 'H fAre.�'u � Date: May 12, 2003 ' / 1 p-go� A; i SCALE =NONE 2 G i 1T a 1 NAL GRACE TO BE STABILIZED :SEA .•n y?�9 i Soil Class : Class I ( 0. 74 G/SF) EL dF .Bea FINISHED GRADE(SLOPE = 02) / EL•' Perc Rate: < 2 MPI (TP-1 )I SCH 40 PERF PV EL -9480(BEGIN) I ) " C 12" MIN b�c Deptn , f _ erc Test : 25" - 43" --, i k , n P E L. -95.3 _- t- [BREAKOUT; 2"iAYER 1l8 112" DOUBLE WASHED STONE SCHEDULE OF ELEVATIONS NO OFF GRADING FOR BREAKOUT IS _ ____�__. � _._....__.__...__— _.___- _—____ _ , REQUIRED FOR THIS �314" 11!?"DOUELE'wASHE I 93t3 T %'�� oo I 7 �m� o Inv. Out Foundation (ex.Lst 4 ng) 96. 6 SEPTIC DESIGN STONE 5fB CIA OR '' i Inv.. I n Septic Tank (existing) 9 5. 8 �-- 2 --t--- 5' --r-- —, i { 7/LENCNFS ( {{ Inv. Out Septic Tank (existing) 95 . 6 DEL. -92.60 `p ! kt33i.�Awx:ih �� irhb No�S� //' Tri6rl�lH��B> , O { I 1 �ENLk/�'I,4,ik �YE�ruD,3'f: d l o Inv, In Distribution Box 95, 00 I END OFDISTRfBUTI0NL1NE5T0 _ l LEACHING TRENCHES TO ASS��E �c': Iav'0g / Inv. Out Di stribut Lon Bolt 94 - 83 BE CAPPED.UNLESS'fENTEDTHE ! I 8 r�: 9,�SZ ` o Inv, Begin of Leaching Trenches 94 . 80 fREF PLAN AND PP.ORLE1 MEET RE REQUIREMENTS OF 310 ( � Inv. End ��..f Leaching Trenches 94 . 5C CMR 15.252 ! --- — BOTTOM OF TP-1 (EL. -90 5) DEt.k Bottom of Leaching Trenches 92 . 60 NO OBSERVED GW Bottom(TP-1 ) 90 . 5 NO OBSERVED ESHWT t ill �1.. LEGEND Existing Contour - - - 98 -ji VENT A, \\ ! r A i Proposed Contour 98 NOTES -� �--� Test Pit 1, 1 A�_ construction methods shall conform to the Title V (310 CMR 15) and the Barnstable Board of Health Regulations. 1� W ✓ ~'� '�'��'"�-�, , ,,,,� Finished Floor Elevation FFE � . :here are no known. r public wells wit' , private c� within �50 4 ; r- i Basement Floor Elevation BFE -.�q�. ! � feet/400 feet, respectively, from the proposed leaching ' r� �`--� i area. There are no known wetlands within 100 feet of the ( W + t,f ,7LEW V \ �� idate.r Line Q / �. t proposed leaching area, nor is the proposed leaching area. within 200 feet of a riverfront . Over Existing ! �� 9 SAS to be pumped and removed prior to i installing the new leaching area. rI �\ J 4 . No changes are to be made in the field without the approval of the Board of Health and the design engineer. c, n �' sARNSrABL �roQosed leaching trenches are not designed for use wi*h MUNICIPAL garbage disposal . AIRPORT 6 . Contractor to notify Dig Safe 72 hours prior to st- r Ction ( 0 344 233 I �.._ _._ ._ .-. _--___,. .._-- --------.____ '. _-_._...__---___ _ __. -•—_--____..�.__ .---- ._..__..v__ _ .._-_... . ___.- _...._._._ _ ..._____. . _.___._ _.._.-. _.__----- __-...__-_-_ _ Pry SP,` y;� I 7 - Property line information taken from "Subdivision Plan of � NOVrrr �Ci9Pf O ROT,�q� rl"9� � _ ` seR,>zt m q�'° = and ir, Barnstable prepared by Norman Grossman, Surveyor, • c IRe p {AR car t r boo � jOPvoTo dated NOvember 4, 1978 "Lot 20", reference Plan 17201D, �1��,� o s a RENTAL and 17LOlH S.:eE a i sheets 1 and 2 t2, cert .. of Titl.. No. 8939 4Lt A S+tevJN ` and 48919 and deed C161655. Septic Plan not to be used as a 4'sctt <<Q L,eL s property line survey. a` % 4✓ `� rE�T 6q`rE5 +ORC sr S`9`7 Contractor shall verifyall plumbing q w C p mbing from existing structure wi11 be connected to the new septic System prior to ��• �QI 4 .r •t construction. If any existing plumbing exiting the structure is found to be different the that shown on the , approved septic system plan, the contractor shall notify the �ST/ dlJ designer. All- internalplumbing shall be connected to new septic system, unless otherwise specified. ECM i 9 d rt O )K ._..------- Jar ~ � �o-P C R 00,c E D S^� .Y..,,._.. __.•__-..-. ... hN D c Y F 11 CALCULATIONS WI-r/4/A/ .A c� •'on.p ) eo :tiF°¢v 1 - �.. OF (�t•4DE a 1 FL 2- �drooms (Existing) 110E GPD/Bedroom X 3 Bedroom - t e L HYANNISki — — - ) ' y L _ Percolation Rate < 2 �iPI rT� 1 E�9�Ss r�N't� 9S, b ! Soil Class: Class I (0.74 G/SF)E st yn^v ___ , ot S Designed for 3 Bedrooms (min. ) per Title V 95 OU/ y Sul 4 o PP�f pv� ' f O oS `' PROPOSED LEACHING AREA: , / 94 95 -, eac-: ng Trenches : 2 at 38' L x 2' W x 2' H i Side Area : 304 SF X 0 .74 G/SF = 225. 0 GPD Q 90 Bctwom area : 152 SF X 0. 74 G/SF - 112 . 5 rzPp L)Ij r/iI B./re o,,i :leaching Capacity: ,37 . 5 GPD d3x LEAc�/� • G/Et-D Total -leaching r, y. PKE A-IL;S r;/v(r /Duo e44L ON 9Q IN-. IQ= Na 091 ¢w 1 .�. JH�rAu. NE w r►o oi33 �SM"'rT 7-tf .¢N c Z 4 4c L Fr�Tr?�C�oo E C i R f 1 I i 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM l .r 94 Walton Avenue, Hyannis •,, scwLE: wrnwoveD Sr: DRwvvN BY TE: 5/22/0 Daniel B John --- ---- _____�_ �� � i DA 3 REVISED I- _-_-- . �.___.-_._.._�_.__.__----�-..__.______-___ � � son a i o o r- _-__ _ T 0to� 0+,Jo 0t3 p+4o p }sa dojo p��o or�0 t .90 /o I+,�o r ' r.par.a advard Dosaantos r5oe> >7e-o�92 (Iro0 i 4. 1 3v t +4.a t �.5 �' Q/ Tor: 94 Halton Avenue, Hyannis, i+ll► 02601 r AA DOMESTIC 0 aYapar B Main SEPTIC DESIGN, DSuiGtNi B Oatazva11a20 9004 D/1AYYMlO NUMBER i U 1 2655 J-992 to r f rc a" - y.w __ r�_ :n. •�' #-,+ - �� ---s .i: +� h�g% t fi�. ���� �:`� �.�.il�- ��,tC ..i� '1:•a`;... y •� : }N• ' ... . ''3�° s+., a.L:q., .yl s r`ti 4 w TM, t � .. `� '^ .•r�;p- -4'. ,�"- 'c. ."tlt �''�'.- :>.•, r'•EZI' . 4+ !y. :..-.it"''�,y,cd_ ..�..1•'._:, �,'f.. 'u M }y .f�F' S'.', `.S lr, 7' -i 3. .ytl + w ,, m�hho'' [ X,,`n•'�y �c ,.:. Ye .,,: - ......; •.y _ ,..�'if t,.. 'a ..a- y (._ ; Sri` � k U.4(: �:'.i <" ♦ !� ,ti. .�.F?!+, 4:; r" t"�.^� t�i ,'% .1. � - rF ,4. � �-. J9;..•.� -,.•mow ;3, � � A f -H-'.�,.. s 1 c' ':�:' y ki.. t ;�Ff?-rr r;_r .• w d ,*z a 9y1 �, .w }.- �" 4 `g ak,- .. .. _��ixtts� � Z �tq++SHPioD�F•__` r F'Inr�SN G1Fi1 PLC Fi,V 'N 61P4f1,ff -14 -FOP F j' ' Eca✓.= - �itZ - '�����`�'` •` �`✓- � - - - - - \ _ -, '.��... �-.:rt','�i@ •r;�*.'> mac- �F' `� l�LII/�. ,`.U,�J+na. �,y11�`ll,�i�!/,(��TACJI,�C�lz��y,��•y�'4i!(���yl�ri�r7�i,� �j �C T:�I`•r 4�u-A a F"4• Z a fi T�S �PE,NF�En Co�vC. tt�•` 5Q D 0 0 •x K O1/r D STABLE , j O o oAf j f Ply- GAL. PE¢ Dig y = 3� a... s To TA L 0.4141 AZode!_ * S ti VE W A L.I A V, F—A ;6 77 ', A A Sc-� x i.o . 5 C) <i P 0 _ �, T U•T1�► t� � 7 P T7 L C L'•Q N Lp 14 1+2 7 G,p f� �-3 3� ��_'�► r4,rs_c,3��� �00 4 •-� � �. � p��c t 4 `�"Q T��4rd��--v W t00%�•,� Lscl m t V le AV 1-7 i � ,; +;•-��,,. =-- o w .rtacou ►, PRDPDS�'©.� l .lE �fSPo�S'.Qf �TTJ 4,vs,-AZ r•Ea �y r Pau / tV�'_2 p.Y Z)4 is V. \ l , {�" 1�!) <ST)kle>L IE_ • P�•aec- .c'Ar�: .c ? M `t'.1�t1..1C� �` , S'c�c�: � = tea ` riAT`C'• D�c�� a�7 =--� OW/twe : .CIF-DATc? ACI.LS I�F-A�' Y `TrUST Of Y Ar—m\o UAk 7 N MA S S . 14 // NORMA � � l'vsrCS�M • � '' � i� � i /VO�P/7A/Y• SSMA/l� J4 E• r