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HomeMy WebLinkAbout0080 KEARSARGE AVENUE - Health 8--0 Kearsarge Avenue,Centerville A_ , No. Z dG7 I �'� >f` >M Fee /�d THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L111— PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21ppCication for �Dtgozal �&pztem Construction Permit Application for a Permit to Construct( ) Repair(►� Upgrade(I Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.� 150 E '31 c /5� Owner's Name,Address,and Te�ll No. Gl• 4rbv Assessor's Map/Parcel ts, ®�. ���� /S�JY- �� 31 � >�rr ��'� Installer's Name,Address,and Tel.No. _ jD6_ Desi er's Name,Address and 1.No. 6E-ZA>6.BOTELt I-,j:• f�, Type of Building: / Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re ired) gpd Design flow provided �o 73 gpd Plan Date 7 D 9 Number of sheets Revision Date 0 Z/h 6 0 ' Title ,L UPC— c o -Z)&- //6 N Size of Septic Tank T��j �iFJL_ h'��� Type of S.A.S. S �.C . �3 a'�• Description of Soil ,LS La'E7 Nature of Repair,or Alterations(Answer when applicable) /SW 6�PL. /�'!D S•' /7-�0 s- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 onmental Co and not to place the system in operation until a Certificate of Compliance has been issued by this Signed Date W..),17 6 Application Approve y Date Application Disapproved by: Date for the following reasons Permit No. Zoo [ 14Co Date Issued �~ 2 e �o� Fee 1 €; j Entered in computer: • � , �,` ' THE COMMONWEALTH OF MASSACHUSETTS � ! Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MASSACHUSETTS,` 2ppricatiou tor;-Mizpogal *pttem Cow6truct- on,"Vermit Application for a Permit to Construct( ) . Repair(►h" Upgrade'(.-,I Abandon( ) ❑ stem Complete S p y ❑Individual Components Location Address or Lot No.'v0 ff�Y� <! c �v� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel s �� / „ ,,, /S?j� �AS7 . /�S1� PerA.V.1 /X 7'7,6-) i , Installer's Name,Address,and Tel.No. c, Des' ner's Name,Address and el.No. ; f?!J•t3r>r 3�9£r 9uu���' /�•9 `�s�G� ��iz.,,s-9os�HEx. Type of Building: / I r Dwelling No.of Bedrooms (, Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building " yp g ��.,D No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min re aired) (� O gpd Design flow provided 73 gpd Plan . Date Number of sheets Revision Date Title i G btr,C cf[ice _Z)es i E,N .:� Size of Septic Tank 4V42 Ei/"L. N-/0 Type of S.A.S. Description of Soil , 4-oh i Nature of Repairs or Alterations(Answer when applicable) /.5W F/yE'�.�`` -.S�u �.r-i L.,�4Gsf-i�...�, i^�,rJia�►�z� '�(� r3XSa5 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title//5 oath - virr�onnmentallCCode and not to place the system in operation until a Certificate of Compliance has been issued by this B,baxd-o -ea h: ~ Signed ) Date c�17 d Ij Application Approve y ezt3 Date 2 o Application Disapproved by: ,� + Date - for the following reasons s �1 h n "1 �. Permit No. D 2 D d ate Issued S 2 y 2oD a THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by L, LL at P,ao 1.1,_,fAQ !Sa ,F-y6 <ff t.�tf&j,k has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ZOM-• 1 L{(a dated CA ! zoo Installer 7 f L\A © Designer #bedrooms (0 Approved design o e j gpd The issuance o this ermitoliall not be construed as a guarantee that the system will functio a d(e tgned. Date 1 O Inspector +J' — — ------ No. Ato Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Dit oral Stem Cow6tructio u it Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( Abandon ( ) System located atQ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. / Provided: Construction must be completed within three years of the date of this pe , it. Date S /�O D Approved by G f' ' ( , V. ► � v: � TOWN OF BARNSTABLE �/� LOCATION 90 �A��' J�1/� SEWAGE# ems%-/f1 VILLAGE CF1irT !//LLB ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 16JOA4AC B&&447, /WC, SEPTIC TANK CAPACITY l5Z 41f - /-/'/o LEACHING FACILITY.(type)``e� '5& "L44L•I-CA— size) NO.OF BEDROOMS (� OWNER .L IL.1-/!qN !11> PERMIT DATE: �Z---P&654 COMPLIANCE DATE: 7113 U Jf Separation Distance Between the: -/ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 11114 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 1\114 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within �/ 300 feet of leaching facility) / Feet TEL FURNISHED BY A =�� ;'► � I 83_-5 IjbO �7-0 -,�CC)D 1 6 it i ry NOJ TOWN OF BARNSTABLE V )LOCATION AVM SEWAGE# "TILLAGE_� Q �I ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO: �m, SEPTIC TANK CAPACITY LEACHING FACILITY:(type)L6 J67JO 6,6L '!--'(size) /;3 NO.OF BEDROOMS 6 11 OWNER k144./ .f1 0 PERMIT DATE: �®?9161 COMPLIANCE DATE: / 3 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 j 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 .Fi�6iE 4q ® ° 4 F Town of Barnstable �oFIKE r� Regulatory Services Thomas F. Geiler, Director BARNSrABLE,SS.MASS. r Public Health Division y M g. E1639. Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-86 -4644 ,/ Fax: 50 -790-6304 Date: /3 D 9 Sewage Permit# �® �- �76Assessor's Map/Parcel Installer &Designer Certification Form Designer: C ,S�dp ���� Installer: ��� c��7 4-1c ' C_ i4 j4Address:Address: LEdv y*' On S �9 CJ J � scze&h� XW was issued a permit to install a (date) (installer) septic system at v0 based on a-design drawn by (address) C �9 �SUC��-t�s dated b G y (designer) 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 cer ' - ner to follow. Stripout (if required s ected and the soils ere fou cto TH OF,yfgss9 N,p �y �o SCMNED qS m staller nature) NoC38'4p O 9FG�STE4lE0 (Designer's Signature) (Affix Desi Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc Town of Barnstable P# Department of Regulatory Services : L%M8T„81X : Public Health Division Date tbsy 200 Main Street,Hyannis MA 02601 AL rfp Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Di posal f+ Performed By: G�,�l Spa�i�:� `� / 5• Witnessed By: L u ,(LOCATION;& CENCRAT,INFORAON Location Address r1QG —COX. OUV9-1 Owner's Name ����� �OD t 7voS Address 150 3 S� �Jr cvf1,T)l Assessor's Map/Parcel: l Engineer's Name 6�b'\,Dpvu-&S-6_-A-6 NEW CONSTRUCTION REPAIR 0P6ifLRVi✓ Telephone# 5 -rj 9_64-- Land Use /0jF3/oE7J-n A L_ Slopes(%) _ Surface Stones uo�E Distances from: Open Water Body ft Possible Wet Area �lJO f' ft Drinking Water Well �B 0 ft Drainage Way /DO'I" ft Property Line �� ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) kFAR5AJZ6E AVS-44 T 1#414 p -r a3/mg' loo -fp4 E1us?/aY, r ' /Z' JA, •k_so" STRCE'T t_ Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face t21Z A Estimated Seasonal High Groundwater DETERMINATION "UI SEAS 1'�AL H GHWATEtt'TAJB I R Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: _._.._ in, Depth to weeping from side of obs.hole: _ ___ in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level _ Adj.factor s�.s Adj,Groundwater Level I� TCCILA`l' NET ]Duce. �`s 7rltut�i it? Observation Hole# Time at 9" Depth of Perc 0j 0 P Time at 6" Start Pre-soak Time @ ` Time(9"-6") End Pre-soak �4' Ayv� z"&� Rate Min./inch. Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back-- ---- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# _l k Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel O -- 3(0 lVZ---R Co V10 fn, 649*0 �0E54 Z, 7 y -7 Flo. DEEP OBSERVATION H'OLE'.LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,%Gravel 0 -3( }C/LL Jo ye � z 3G /Zt) C u.-,cAk, r-wE sAvro Z'S y7 DEEP OBSERVATION HOLE-L Hole 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA )) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 6 36P 'F 1 L1_ h o w cT Q A 36 c�t�u FJPC 5Au17 Z S DEEP O$SERVATI'ON HOLE:LOG Hole# Depth from Soil Horizon Soil Texfui•e: Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Staves,Boulders. Consistency, Gravel) a- 3o ,L wY2 Sh. Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No✓ Yes _Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification evrifea 6�3a�za�o I certify that on 'yE' �10 (date)I have pa ed t e soil evaluator examination approved by the Department of Envir ent Pr ection and t t e bove analysis was performed by me consistent with the required i xpe se d experi en_ sc ed in 310 CMR 15.017. Sig r Date QASEPTIC�PERCFORM.DOC I r - • T v Commonwealth of Massachusetts - Executive Office of Environmental Affairs Nov Z 9 1� Department ofIRR NWEnvironmental Protection , r William F.Weld s -Trudy ' cioNrtwr }� ry Argeo Paul Celluccl David B.Struhs, u.Gmmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A - CERTIFICATION Ceram', Property Address: 80 Kears e Ave. , V- vLanna.sport Addmwofowner. Peter French Date of Inspection: /I -a-g-c� (If different) Name of Inspector. W.E. Robinson SR Company Name,Address and Telephone Number. ( 5 0 8) 7 7 5-8 7 7 6 W.E. Robinson Septic Service P.O. Box 1089 Centerville MA 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 disposal systems. The system: _ Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: 4 L l r �— Date: /0 The System Inspector shall submit a copy of this inspection report to the Approving Authority 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. INSPECTION SUMMARY: Check A,B, C,or D: A] SYS PASSES: 7I have not found any 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. B] SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indic to 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, 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 conforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-SSW ice,Printed on Recycled Paper r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropertyAddresx 80 Kearsage Ave. , W. Hyannisport Owner. peter French Date of Inspection: /O�o��—g L B]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 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(*). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C] THER 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 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) EfERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND AND 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 surface water supply. 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 ooliform 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. 3) THER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(oontinued) property Address: 80. Kea_rsa.ge Ave. , W. Hyannisport Owner. Peter `French Date of Inspection: l6..;L,5_7 4 DI SYSTEM FAILS: have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the Backup of sewage into facility or system component due to an overloaded or dogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or dogged SAS or cesspool Static liquid level in the distribution box above outlet invert due to an overloaded or dogged 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 LAR E SYSTEM FAILS: e following criteria apply to large systems in addition to the criteria above: 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 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 H of a public water supply well) The owner o operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requiremen 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: 80 Kearsage Ave. , W. Hyannisport Owner. Peter French Date of Inspection: /D—;-�_!.y Check if the following have been done: _,,PPdmping information was requested of the owner, occupant,and Board of Health. _'1hlone 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. As built plans have been obtained and examined. Note if they are not available with N/A. facility or dwelling was inspected for signs of sewage back-up. _1,V9e system does not receive non-sanitary or industrial waste flow _L,X6 site was inspected for signs of breakout. �aystem components,excluding the Soil Absorption System, have been located on the site. _JA"/he septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected for condition of bales or tam,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. _ZThe size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. tThe 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 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 80 Kearsage Ave. , W. Hyannisport Owner. Peter French Date of Inspection: FLOW CONDITIONS RESIDENTIAL:- Design flow:1�gallons Number of bedrooms:41 Number of current residents: Garbage grinder(yes or no):A::: Laundry connected to system(yes or no):4L-.j Seasonal use(yes or no):�V -C Water meter readings, if'available: 1994 - 7 8 , 0 0 0 a a l s. 1995 - 97, 00ga1 -,;. Last date of occupancy:/O c COMMERCIAL/INDUSTRIAL Type of establishment: Design flow: Pllona/day Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no)_ Non4anitary 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: AL « S se 's System pumped as part of inspecti n: (yes or no)_ If yes,volume pumped: gallons Reason for pumping: TYPE $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) Other(explain) APPROXIMATE AGE of all components, date installed(if known)and source of information: /L/ 0—off 7- Sewage odors detected when arriving at the site: (yes or no)Ae C� (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 80 Kearsage Ave. , W. Hyannisport Owner. Peter French Date of Inspection: SEPTIC TANK: (locate on site plan) t Depth below grader , � Material of construction: crete_metal_FRP_other(explain) Dimensions: 1� x Sludge depth: Z3 , r Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 0 0 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.) G E TRAP: (locate n site plan) Depth be w grade: Material f construction:_concrete_metal_FRP—other(explain) Dimensi Scum ess: from top of scum to top of outlet tee or baffle: D' m bottom of scum to bottom of outlet tee or baffle: Comments: (recommen tion 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: 80 Kearsage Ave. , W. Hyannisport Owner. Peter French Date of Inspection: `d -;-5,_Cl 1,, TIGHT OR HOLDING TANK_ (locate site plan) Depth be • grade: Material o construction:_concrete_metal_FRP—other(explain) Dimensions• Capacity: ons Design IIo Rallons/day Alarm 1 1: Comments: (condition o inlet tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX: l� (locate on site plan) Depth of liquid level above outlet invert: /L`'L�--' Comments: (note if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of bon,etc.) PUMP C BER._ (locate on 'te plan) Pumps in working order:(yes or no) ta. (note tion of pump chamber,condition of pumps and appurtenances,etc.) 2 (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) propertyAddrem 80 Kearsage Ave. , W. Hyanni5pait Owner. Peter French Date of Inspection: SOIL ABSORPTION SYSTEM (SAS):v (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 ondition of vegetation,etcJ CESS LS: (locate on a plan) Number and >sfiguration: Depth_op of d to inlet invert: Depth of so' layer. Depth of layer: Dimensions o cesspool: Materials of astruction: Indication f groundwater: inflow(cesspool must be pumped as part of inspection) Comments: (n condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY-_ (locate on site p ) Materials of ction: Dimensions: Depth of solids: Comments: (note tdition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.) (revised 11/03/95) g SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) PropertyAddres& 80 Kearsage Ave. , W. Hyannisport Owner. Peter French Date of Inspection: /d`off mot'-9 C9 SEEPCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' l'n.e i �7 f + 0 1 � ll DEPTH TO GROUNDWATER Depth to groundwater._feet I / method of determination or approximation (revised 11/03/95) 9 0 No. ? . •_ ~' Fee!t 5 0 .0 0 ;. THE COMMONWEALTH OF MASSACHUSEIFTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for 35igo5ar *pgtem Construction 30ermtt Application is hereby made for a Permit to Construct( )or Repair( x)an On-site Sewage Disposal System at: Location Address or Lot No, 8 0 K e a r s a g e t Owner's Name,Address and Tel.No. 7 7 5—3 9 6 4 W. H annis ort Peter French Assessor'sMap/Parcel Y p 80 Kearsage Way, W. Hyannisport Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. Wm. E. Robinson Sr. , Septic Srv. P.O. Box 1089 , Centerville, MA Type of Building: Dwelling No.of Bedrooms 4 Garbage Grinder( nq) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Description of Soil sand Nature of Repairs or Alterations(Answer when applicable) Title 5 septic system consisting of a 1500 gallon tank, d—box, and 4 stonepacked infiltrators . Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this d o ealth. Signed , L Date�O , V Application Approved by or Date Application Disapproved for the following reasons - Permit.No_. < S�S Date Issued lG— ` 9 F No. Sa Fee(t 50 00 TkHL COMMONWEALTH OF MASSACHUSET„TS�, PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Migogal *pgtem Con6truction 3permit R Application is hereby made for a Permit to Construct( )or Repair( X)an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. 7 7 5_3 9 4 c 80 Kearsage r Peter French, f i Assessor'sMap/Parcel W. Hyannisport 80 Kearsage Way, W. Hyannisport M Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. Wm. E Robinson Sr. , Septic Srv. P.O. Box 1089, Centerville, MA Type of Building: r Dwelling No.of Bedrooms 4 Garbage Grinder( n6 i �/ Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow, gallons. '., Plan Date Number of sheets Revision Date j Title Description of Soil sand Nature of Repairs or Alterations(Answer when applicable) Title 5 septic system consisting of a 1 500 gallon tank, d—box and 4 stonaj)anked i of i 1 trators, Date last inspected: Agreement: i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d ofHealth: Signed _ Date 7A Application Approved by / Date /O Application Disapproved for the following reasons j t Permit No. 2 6 , L2-5 Date Issued /0 �/ 9 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS French Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( X)on by Installer Wm_ F., 'go i Tgan sr S A,rst j c Sry, at 80 Kearsage Ways W_ Hyanni apnrf- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction yermit No. fG —r 1 dated z4 -i Date .. Inspector .-*, -ti ' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE TWTHE SYS- TEM WILL FUNCTION SATISFACTORY. No. _ Cs C` Fee 5 0.0 0 { THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS !French lwigpogal *pgtenfl Congtruction Verna Pelrmission is hereby granted to Wm. E. Robinson Sr. , Septic Srv. to construct( )repair( X)an On-site Sewage System located at No.# 80 Kaa rc;;ge way W. Nyannicnnrt Street and as described in the above Application for Disposal System Construction Permit.�! —S te" /U —-2/ 974 No. Date The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within three years of the date below. i r ' Date: �6 �i / � Approved by Board of Health TOWN OF BARNSTABLE LOCATION W-04 SEWAGE # 4. a- viL iAGE / „ "���) o -. I ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. 7,s i SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �J ,z- (size) 10 '3 NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE:60— `- Separation Distance Between the:. Maximum Adjusted Groundwater Table and Bolt of Leaching Facility Feet Private Water Supply Well and Leaching Fac' (If any wells exist on site or within 200 feet of leachi;ran 'ty) Feet Edge of Wetland and Leaching Faciliy wetlands exist within 300 feet of leachi fac'lity) Feet Furnished by ��� . , 1 �7 ^ �� �; ��` 36-�-�- 4 " � _ � �� ��'� — - �� s � \ . � ��.� t CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS) I, Wm.E. Robinson, sr. , hereby certify that the application for disposal works construction permit signed by me dated ll� _ ! _ g , concerning the property located at 80 Kearsaae Way, W. Hyannis or meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system • There are no private wells within 150 feet of the proposed septic system • The observed groundwater table is 14 feet or greater below the bottom of the leaching facility • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. SIGNED- /� ✓ DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN Or BARNSTABLE NUMBER [Attach a sketch plan of the proposed system. Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. 1 -\e3 / II • U F £:, fr PIKWAp..EO:. LE `,Ef%fNT- AN 'j Ir, 5 / / p, sl0 ,,A�.. STONE DRIVE O O 's q WATER METER / O\ Z� POWER - / ___: EXISTING HOUSE �. POLE �..- f---...__- _.. / TO REMAIN r_---1 U I I � / I t I I y\ I \I I / 24 B 6 0 t6 6 I \ STONE DRIVE SEPTIC i SYSTEM P \ I t \ N SQ o NEW t STORY I \ ADDITION WOOD SIDING I i \ L-----JI Loll,03 \NE � \\Ne• \ \ / POWER POLE POWER P�1F- / s o. O C� O SITE PLANJOB NUMBER y ` O ADDITIONS 6 ALTERATIONS 2007'1 DAT WOO RESIDENCE BMAY 008 60 KEPR BARGE AVENUE DRAWN BY � WEST HYANNiSPORT,MA SHEET NO. f P. M. BOLTON ASSOCIATES r \ / ARCHITECTS A.1 A. 1 266 PINE HOLLOW•HOUSTON,TEXAS 77056 SITE PLAN \ SCALE 1' = 10'-0'" j F- ROOM FINISH SCHEDULE AREA FLOOR BASE NORTH EAST SOUTH WEST CEILING ELEVATION REMARKS WALL WALL WALL yyq� CEILING HEIGHT SHEET GALLERY WOOD WOOD GYP BD GYP BO GYP BD GYP BD GYP BD 8'-0"-10'-0" 7 M1r BEDROOM 1 WOOD WOOD GYP BD GYP BD GYP BD GYP BD GYP ED MASTER BATH TILE TILE GYP BD GYP BD GYP BD TILE GYP BD GYP BD 10'-0" 8 HER CLOSET WOOD WOOD GYP BD GYP BD GYP SO GYP BD GYP BID ---- --------- -- ---- '....... ------- HIS CLOSET WOOD WOOD GYP BD GYP BD GYP BD GYP BD GYP BD 9'-0" 7 71EXISTING ROOF STUDY WOOD WOOD GYP BO GYP BD GYP BD GYP BD GYP BD 10'-0" 7 TO REMAIN r............ .. DOOR SCHEDULE TT 2 0" MARK SIZE DESCRIPTION REMARKS - � 2'-S"x 8'-0"x 1.3/4" FLUSH SOLID CORE WOOD O 2'-8"x 8'-O"x 1.3/4" FLUSH SOLID CORE WOOD ,CLASS GLASS, O3 6'-0"x 8'4" ANDERSEN FWH6080 IMPACT RESISTANT,LOW-E GLASS WHITEICLEAR PINE TRANSOM ABOVE EXISTING TO REMAINOOF ® 2'-B"x 8'-0"x 1-3/4" FLUSH SOLID CORE WOOD 7 2, 4 3 5, 6 C Q 2'-0"x 8'-o"x 1.3/4" FLUSH SOLID CORE WOOD POCKET DOOR DOOR ELEVATIONS _ SCALE 1/4" 1'-0" © 2'-0"x 8'-0"x 1.3/4" FLUSH SOLID CORE WOOD POCKET DOOR O7 3'-0"x 6'-8"x 1-3/4" FLUSH SOLID CORE WOOD EXTERIOR DOOR W W WINDOW SCHEDULE T `---; H Z- -----------Z--- --r---- ------ EXISTING ROOF MARK SIZE DESCRIPTION REMARKS - �- TO REMAIN O 2,-8"x 8'-8" ANDERSEN CX16/AX281 IMPACT RESISTANT CLASS ____ WHITE/CLEAR PINE LOW-E GIASS O ANDERSEN CR3184 IMPACT RESISTANT 'GLAss' GUTTER--,, 2,-8"x 7'-01/2 o WHITE/CLEAR PINE LOW-E GLASS © 6'-O"x V-1 1/2" ANDERSEN FWTS011 IMPACT RESISTANT I--._.-- WHITE/CLEAR PINE LOW-E GLASS 'GLASS' t1 ROOFING EPDM " '--- ------- --'--------- - - -- ------ -------- ---� O ANDERSENAX281 IMPACT RESISTANT 2'-8"X 2'-8" A 8 D WHITE/CLEAR PINE LOW-E GLASS 24'-6' 1 1 B'-D CUTTER 14•_6- - WINDOW ELEVATIONS SCALE 1/4"- 1'-O" GUTTER DS DS I DS GUTTER - . L SZ EPDM ROOFING/7 . ROOF PLAN_SCHEDULES JOB NUMBER ADDITIONS 6 ALTERATIONS 7007-1 ............................................ .r..................___....................._..,_ ...........................................; DATE WOO RESIDENCE 8 MAY 20DO DS OS 80 KEARSARGE AVENUE DRAWN BY CUTTER WEST HYANNISPORT,MA a8'-0' SHEEP N0. P. M. BOLTON ASSOCIATTETS SARCHIT G r� ROOF PLAN 266 PINE HOLLOW-HOUSTON,TEXAS77056 SCALE 1/4-= 1.-O" WOOD DECK .. PORCH® WOOD DECK II �� I SOUR' RE FOOTAGE DN II EX BASEMENT 1349 -� II II EX FIRST FLOOR — 1845 J tl EX SECOND FLOOR 1250 I I I I II I I POWDER 1 TOTAL EXISTING 4444 I I I I 1 LIVING DEN O -- I I I I NEW FIRST FLOOR 1001 I I I I 1 I I I I I I NEW BASEMENT (UNFINISHED) 1001 II TOTAL NEW 2002 II LAUNDRY I . 11 I L —I I 11 r� L---I El UxxNCE e, O II OFFICE I KITCHEN ' I EXISTING BASEMENT Q 1 DINING I LS O POWDER 2 I —— I I I I L------------------ COVERED PORCH [LEG.PANEII I �! — I L----------------- -- I I. I • O — B I z O FILL EXISTING OPENING METAL 5•_0• 77, RAILING 13._0- ' O 24'-6" GALLERY BASEMENT FLOOR PLAN P� 2'-fi" 4'-g' DECK -fi' B'-0' SCALE 1/4"a V-O" O O O O O _--_— O O O O FIRST FLOOR PLAN OSCALE 1/4" O O O O 0 a O A s'.. ...... ..... GENERAL NOTES: O io'-6' 4 His 4" V I4'-0' A ALL EXISTING WALLS HATCHED AS SHOWN HER CLOSET CLOSE 3'-2" -4B. ALL NEW WINDOWS AND DOORS NOTED;ALL OTHERS ARE EXISTING TO REMAIN. STORAGE (UNFINISHED) BEDROOM 1 u�r STUDY OOBASEMENT&FIRST FLOOR PLANS T ' JOB NUMBER a'-9'■ ADDITIONS&ALTERATIONS 2007-1 ' " 0 DATE WOO RESIDENCE 8MAY 2009 MASTER BATH DRAWN BY BO KEM SARGE AVENUE WEST HYANNISPORT,MA OA Lix[x niB O SHEET NO. 2'-6' 2'-3' 6'-0- "1. P. M. BOLTON ASSOCIATES ARCHITECTS A.I.A. j Q Q G (D Q Q Q 266 PINE HOLLOW•HOUSTON,TEXAS 77056 ` 46-0 l Y-o" 16-6 16'-0' T-0" 46'-0' T O�f /L CUTTER 319-0'-Q WOOD FASCIA GLASS GLASS CLASS CLASS GLASS GLASS CLASS CLASS CLASS CLASS GLASS CLASS 'GLASS' 'GLASS 'GLASS 'GLASS' 'GLASS' 'GLASS' 'CLASS` 'CLASS' 'GLASS' 'GLASS` Ell FIRST FLOOR rL I ------------ I _ Ds I I BASEMENT rl L- ----- --------------- ————————————————————J NORTHWEST ELEVATION SCALE 1/4" 1'-0" NEW CONSTRUCTION EXISTING C a ooa a GUTTER f/9-0 Y WOOD FASCIA T.0F t17-0 F - CLASS GLASS H ]A- GLASS CLASS. CLASS Ell I . 'CLASS' 'GLASS 'CLASS' 'GLASS 'GLASS' 'GLASS' F 0-_IRST FLOOR rt D II I I I I I I I I '-o I I BASEMENT !l L-------------------------J ELEVATIONS off JOB NUMBER SOUTHWEST ELEVATION - 2007-1 ADDITIONS 8 ALTERATIONS SCALE 1/4-- 1'-O" DATE WOO RESIDENCE SMAY 200E 60 KEAR SARGE AVENUE DRAWN BY WEST HYANNISPORT,MA SHEET NO. P. M. BOLTON ASSOCIATES -ARCHITECTS AIA `t 266 PINE HOLLOW•HOUSTON,TEXAS 77056 /--PROVIDE BLOCKINGj—" \-STUD FOR ELEC. TRACKWALL FIXTURE SCHEDULE I-XI/B-CONE. _-_..._.._. VERTICAL M AL ..-A. LIGHTOLIER:11:041CXN TRIM T113-(DOWNLIGHT)_.: .. - --- - ..--- STRIP EACH SIDE ..__ - - - MASTIC _. -_-_ -- .. h - LIGHTOLIER 1T041CXN TRIM 1128:(SHOWER(CLOSET) - 7. . .{C.} SPECIAL THEPSRICAL.FIXTURE_ _ cYP. a0. I/a-MIRROR WIREMOLD_V2400RACEWAYVWUKEY.CESSSOCKET2426 _. _ TYP. TRIM - - - -- --- - --- - - PAINT RECEPTACLE _W/..25W FROSTED LAMBS:ESEE-DETAIL THIS:SHEET _- .. - - - BLACK a"REMOVABLE I/a"MIRROR J -- '---- --- -- - -- -- - _-. .. ._ �:D)- HUBBLE DOUBLEEULLET 309 ML_GRAY.l BL2(EXTERIOR"@ SOFFIT).-: .. _. - SECURE VERTICAL ICAL STICK Y _ TAPE 70 VERTICAL - _._. ___. ..._ _.._.. _ ...___ _.._ _._ METAL STRIPS SURFACE MOUNTED FIXTURE :_. - - - LIGHTING ® BATH VANITY __. ___ -- -.._:: HALF SCALE SYMBOL SCHEDULE _ _SINGLE:SWIT.CH.SMOOT.H PCATE:DIMMERS.- .-.... -...... _- :.ALLOW FOR JOB.SEL.ECTION I I _- II .-:DUPLEX"OUTLET WITH SMOOTH PLATE -.�- -TELEPHONE OUTLET CONNECT TO TELEPHONE.COMPANY:_ I I II :O FLOOR OUTLETS RUSSELL STALL E&2AC _.... I_. SHALLOWADJUSTABLE..=SET:ELUSH.W/EINISHEDFLOOR ._...._.. I I I1 - :® :.PANASONIC:FV0&V03(BATHROOM)- -:CHLORIDE PYROTECTOR SMOKE.DETECTOR.__. - _s .-::-HARDWIRED:T.O:CODE:REQUIREMENTS VCNT - HVAC SUPPLY:GRILL SIZEBY_F4 CCONTRACTOR I I I I ------------- II II II I II --- 1 --------- ___ � 1 00 L I II I II I II I II I II -------------------- I L-------------------II �I - -- I I II I A I I BASEMENT FLOOR ELECTRICAL PLAN / SCALE 1/4"- 1'-0" / \ / A FIRST FLOOR ELECTRICAL PLAN r •c GALLERY a.¢ SCALE 1/4" = V-0" A D I I ® A A q B wrt� - j I I HIS 1 I HER CLOSET,, CLOSET ••""""•••"-•'••• STUDY � D BASEMENT&FIRST FLOOR ELECTRICAL PLANS L-_---_ q A JOB NUMBER ADDITIONS&ALTERATIONS 2007-1 BEDROOM I O RESIDENCE DATE WO A `/(q J" ® A ®B.4 B MAY BOOB I MASTER BATH \\ 1 BO KEARSA.RGE AVENUE DRAWN BY / \ ) � WEST HYANNISPORT,MA {JY�}�_ SHEET N0. I {{{YYY}}}//�"' B.4 .,�(AYr � � ,•Q � P. M. BOLTON ASSOCIATES El - - i ARCHITECTS ALA p c7 I 266 PINE HOLLOW•HOUSTON,TEXAS 77056 N ... w .. _.. 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EI (e wP\KwA�EA'—EME�T ' Rp�4_ I / / D STONE DRIVE 4s �� WATER METER / o\POWER EXISTING HOUSE TO REMAIN POLE ". �----'---/ �-----� ps\ 0'p I I 2\ I I / .• I I • / I I \ STONE DRIVE / SEPTIC I SYSTEM \ \ N P \ I I \ NEW 1 STORY \ FRAME do WOOD SIDING I LPG f� ADDITION \ / I I I I I I 46 0 L-----J EXISTDPO \�G.1 tb O P�Ptii eV/�o/N / POWER POLE / / POWER POLE O / SITE PLAN JOB NUMBER 0 ADDITIONS B ALTERATIONS 2001 -1 DATE WOO RESIDENCE 8 MAY 2009 s�9•\ \\ // a�`\�f'99 \ _ / 80 KEARSARGE AVENUE DRAWN BY WEST HYPNNISPORT,MA SHEET NO. O / P. M. BOLTON ASSOCIATES / \ / ARCHITECTS `11 AI.A 1 266 PINE HOLLOW•HOUSTON,TEXAS.77056 e \� ,4 SITE PLAN SCALE I- = 10'-0 �w i -------------------- F- ------ ---- ------- ROOM FINISH SCHEDULE NORTH EAST SOUTH WEST CEILING ELEVATION REMARKS AREA FLOOR BASE WALL WALL WALL WALL CEILING HEIGHT SHEET GALLERY WOOD WOOD GYP BD GYP BD GYP BD GYPBD GYP BD 8'-0"_10'-0" 7 BEDROOM 1 WOOD WOOD GYP BD GYPBD GYPBD GYP BD GYP BD 10'-0" 8 MASTER BATH TILE TILE GYPBD GYPBD GYPBD TILE GYP BD 10'-0 8 GYP BD HER CLOSET WOOD WOOD GYPBD GYP SO GYPBD GYPBD GYP BD 9'-0" 8 "---- - - - ------ -- ---- ............... HIS CLOSET WOOD WOOD GYPBD GYPBD GYPBD GYPBD GYPBD 9'-0" 7 EXISTING ROOF STUDY WOOD WOOD GYP BD GYPBD GYPBD GYP BD GYPBD 10'-0" 7 TO REMAIN T DOOR SCHEDULE Tom, MARK SIZE DESCRIPTION REMARKS tl O 2'-8"x 8'-0"x 1-3/4" FLUSH SOLID CORE WOOD O 2'-8"x 8'-O"x 1.3/4' FLUSH SOLID CORE WOOD ,GLASS GLASS �— _____ ANDERSENFWH6080 IMPACT RESISTANT,LOW-E GLASS 9 s'-o"x a'-o" O WHITE/CLEAR PINE TRANSOM ABOVE EXISTING ROOF - - - 2'-8"x 8'-0"x 1.3/4" FLUSH SOLID CORE WOOD 70 REMAIN �_ —� ® - 1, 2, 4 3 5.6. 7 C _ O 2'-0"x 8'-0"x 1-3/4" FLUSH SOLID CORE WOOD POCKET DOOR DOOR ELEVATIONS F a -- -----' �� 2'-0'x 8'-0"x 1-3/4" FLUSH SOLID CORE WOOD POCKET DOOR SCALE 1/4"= 1' O" 3'-0"x 8'-8"x 1-3/4" FLUSH SOLID CORE WOOD EXTERIOR DOOR 2-8 WINDOW SCHEDULE 2•_8. MARK SIZE DESCRIPTION REMARKS � � ________________________ __ ------------------ `-____...-, EXISTING ROOF /, 10 REMAIN O 7-8"x 8'-8" ANDERSEN CX18/AX281 IMPACT RESISTANT GLASS CUTTER WHITE/CLEAR PINE LOWE GLASS , ANDERSEN CR3184 IMPACT RESISTANT 'GLASS• O 2'-B"x T-0 12" WHITE/CLEAR PINE LOW-E GLASS GLASS ANDERSEN FVJT8011 IMPACT RESISTANT G WHITE/CLE AR PINE LOW E LASS - 'GLASS' >n j EPDM ._-._-.....-_........... .................. ....._.. __ ANDERSENAX281 IMPACT RESISTANT ROOFING O 2'•a"X2'-8" A B D WHITE/CLEAR PINE LOW-E GLASS 24'-6' B'-°' CUTTER 15._e. - WINDOW ELEVATIONS SCALE t/a" t'-0" CUTTER DS OS DS CUTTER - --------------------------------- =�' LJ= ................. EPDM ROOFING—7 ROOF PLAN-SCHEDULES JOB NUMBER ADDITIONS B ALTERATIONS 2007.1 ............................................'_'_--..-_....._--_-_.-......--__--........_.----.r----------------------------------—....... WOO RESIDENCE DATE 8 MAY 2008 DS DS 80 KEAFSARGE AVENUE CUTTER WEST HYANNISPORT,MA DRAWN BY 48'-0' - SHEET NO. r P. M. BOLTON ASSOCIATES r°p - ARCHITECTS AI.A ROOF PLAN 286 PINE HOLLOW•HOUSTON,TEXAS77056 SCALE 1 /4"= 1'-0" WOOD DECK PIP, PORCH WOOD DECK SQUARE FOOTAGE II II EX BASEMENT 1349 DN I I II EX FIRST FLOOR 1845 I I - II II EX SECOND FLOOR 1250 I I I I I POWDER 1 I I TOTAL EXISTING 4444 I I I I DEN I I LIVING I I I NEW FIRST FLOOR 1001 II II I I I NEW BASEMENT (UNFINISHED) 1001 II I I TOTAL NEW 2002 II L__J LAUNDRY L J L— I L'4W-—i L---I ❑ ❑ _____—__ o pIFYI OFFICE I KITCHEN I I I II EXISTING BASEMENT >z i DINING POWDER 2 I c5 O COVERED PORCH II IL____ ______ [tEC.PIM[LI. __ —_ I. I . I Z fILL E%ISTING O - OPENING METAL V_0• RAILING 1}•_0- O 11'-fi' GALLERY Oe O n o BASEMENT FLOOR PLAN 2'-6" 4'-6' DECK 4,s' L 6'-o' L S-0" 19'-6' L 5'-0. a SCALE 1/4"a 1'-0" 6 fi 7 0 A 0 0 0 FIRST FLOOR PLAN OSCALE 1/4"= 1'-0` O O O OA c ' O ....... .............. ...... ..... 14 o GENERAL NOTES: A O W-6' 4. His f 4' 14'-0' A ALL EXISTING WALLS HATCHED AS SHOWN HER CLOSET ^CLOSE }-a' g O _ S. ALL NEW WINDOWS AND DOORS NOTED;ALL OTHERS m _I 'O o ARE EXISTING TO REMAIN. STORAGE(UNFINISHED) b BEDROOM 1 O sE4r STUDY e O 6 0 O^ BASEMENT 8 FIRST FLOOR PLANS O 4 'T JOBNUMBER ADOTIONS B ALTERATIONS 7007-1 A WOO RESIDENCE DATE O W 6 MAY O4 7000 MASTER BATH AVENUE BO KEAR SARGE DRAWN BY O � O WEST HYPNNISPORT,MA I p uxcw ue A 2-6 7 } 6-0 SHEET NO. P.W. BOLTON ASSOCIATES ARCHITE. _ TS ALA 3 0 0Q Q O Q � Q G O U O 266 PINE CHOLLOW•HOUSTON,TEXAS 77056 46'-0' T_0" 16'-0' 16'_0' T-0" Ill► _—--_- _ ,• T GUTTER iOF 319-0'—Y WOOD FASCIA GLASS GLASS CLASS CLASS CLASS GLASS GLASS CLASS GLASS GLASS GLASS CLASS 'GLASS` 'CLASS' 'CLASS` 'CLASS` 'GLASS` 'GLASS' 'CLASS' 'GLASS' 'CLASS' 'CLASS` 'GLASS` 'CLASS' FIRST F OOR rL 11 S I DS I I BASEMENT L_ _—______ ____ ____________________________J NORTHWEST ELEVATION . SCALE 1/4" NEW CONSTRUCTION EXISTING CUTTER T O rf?Q F /L 319-0° 1 WDOD FASCIA TOQF 317-0 � G1A55 GLASS CLASSlid GLASS HH ❑ ❑ 0— 1 E . ❑ III CLASS 'CLASS CLASS' ' ` 'GLASS' 'GLASS` 'GLASS` 'GLASS' FIRS -j T FLOOR B-0 Q II I I I I I I I I I I BASEMENT L_________________________J D,-G; - ELEVATIONS JOB NUMBER SOUTHWEST ELEVATION ADDITIONS a ALTERATIONS 2007-1 SCALE v< - r-o' WOO RESIDENCE 8MDATE AY 008 80 KEAR SARGE AVENUE DRAWN BY WEST HYANNISPORT,MA SHEET NO, P. M. BOLTON ASSOCIATES ARCHITECTS A.I.A. 266 PINE HOLLOW•HOUSTON,TEXAS 77056 PROVIDE BLOCKING "WA . FOR ELEC. TRACK FIXTURE SCHEDULE -_ .__-. ...- __.. - A. LIGHTOLIER.1104[CXN,-TRIM:1113-(DOVVNL[GHT) _7 ...... _. ._ _._ - - SEE ELECT CAL � SC HEDULE R1{041CXN TRIM:1128(SHOWER/CLOSEn. -tI. SPECIAL THEATRIC4LFUQURE _ cvP. BD. 1/aMI . __..Y____WlREMOLD_W400RACEIN-Y__W/-KEYLESS SOCKEL2428 _ .. ivP. TRIM --- -"'--' -- -"'—' PAINT RECEPTACLE W%25W FROSTED LAMP_S:ESEE'DETAIC-THIS SHEET: _ - � BLACK 4"REMOVABLE 1 a MIRROR Y HUBBLE DOUBLEBULLET.309 ML GRAY_LBL2.(EXTERIOR 19 SOFFIT); SECURE wVE DOUBLE STICK Y --- TAPE TO VERTICAL .._. ._ ._... _..-.. - _.._. METAL STRIPS SURFACEMOUNTEDFIXTURE -- _ ---- - - - LIGHTING ® BATH VANITY Y .. HALF SCALE SYMBOL SCHEDULE _._:SINGLE_-SWITCH:SMO:OTH.PLATE,:DIMMERS __:ACLOVVFOR-JOB.-SELECTION:- -.DUPLEX QUTLET_WLTH-SMOOTH PLATE -:-TELEPHONE:QUTLET:=.:CONNECT:T07ELEPHONE:COMPANY-:_: - ----- - --.....___ .-...__ -- -- _. IT O_:- -FCO:OR:6UTLETS-_RUSSELLSJALCFB=2AC ______ .-. _._SHALLOW-AW.LISTABLE.SE7FLUSH:WL:FINISHED:F.LOOR==: _ ---- .PANASONICFS/0.&VQ3(BATHROOM ) _ -_(:). CHLORIDE PYROTECTOR-WOKE:DETECTOR _ " S. -::.HARDWIRED-TO.-CO DE-REQUIREMENTS = --- ..-.. LVENT FrIAC SUPPLY GRILL :. . I .SIZE BY HVAC::CONTRACTOR I 1 I I I I I II II II II I II 1 —————— ---- -------- 0 , f O I I II I II I II I II_ I II IL------------------- LZJII 0 I IL------------------- -- II I A I I A BASEMENT FLOOR ELECTRICAL PLAN �- / SCALE 1/4"- 1'-0' _ _ FIRST FLOOR ELECTRICAL PLAN .ss GA(�LLERr e.¢ SCALE 1/4"= 1'-O" J B HIS' A A I I � ti � / HER CLOSET" 0 CLOSET ................ STUDY BASEMENT 6 FIRST FLOOR ELECTRICAL PLANS A A A JOB NUMBER ADDITIONS 6 ALTERATIONS 2D07-1 BEDROOM 1 I DATE A MASTER F-7 A ®a•tt i B AVENUE WOO RESIDENCE MAY 009 2 WEST HYANNISPORT.MA SHEET NO. P. M. 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"wrw- SCHEDULE OF ELEVATIONS NOT RISERS AND COVERS TO FINISH GRADE. SEWAGE SYSTEM PROFILE & DETAILS GENERAL NOTES - •• '" 2. H-10 COMPONENTS AND SCHEDULE 40 PVC PIPE THROUGHOUT. NOT TO SCALE o "• 1 FIRST FLOOR = 1 34.8 * 3. EXISTING SEPTIC TANK, D-BOX AND CHAMBERS ARE TO BE PUMPED DRY PRIOR TO 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO MASS ENVIRONMENTAL 2* TOP OF FOUNDATION 33 = 2 .8t 1 34.8 •"•.' 3 PIPE INV. AT FOUNDATION = 3 28.6 EXCAVATION. OBSERVATION PORTS CODE (310 CMR 15.00,TITLE 5), AND THE LOCAL BOARD OF HEALTH. 8 SET TO WITHIN 3" • •` .,``�' • 4 INV. OF PIPE AT SEPTIC TANK INLET = 4 28.32 4. EXISTING SYSTEM COMPONENTS MAY BE RELOCATED AND RE-USED IF COMPONENTS 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN r OF FINISH GRADE S=2% MINIMUM PERMISSION OF THE LOCAL BOARD OF HEALTH. " • 5 INV. OF PIPE AT SEPTIC TANK OUTLET = 5 28.07 1 2* 33 8t ARE UNDAMAGED DURING EXCAVATION AND FOUND TO BE IN GOOD CONDITION. 0`' 6 INV. OF PIPE AT D-BOX INLET = 6 27.93 ANY DAMAGED COMPONENTS MUST BE REPLACED. 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL NEW CLEAN STONE MUST BE USED IN RELOCATED SOIL ABSORPTION SYSTEM. BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE • � 7 INV. OF PIPE AT D-BOX OUTLET = 7 27.76 14 31.7 11 30.5f RELATED WORK. 528.07 12130.7 u�' �r •° 8 INV. OF PIPE AT START OF LEACHING FIELD = 8 27.39 13 30.84. THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC SYSTEM DESIGN A 4 28.32 AND LOCUS t!'It U 9 BOTTOM OF LEACHING FIELD = 9- 25.39 A. IS NOT TO BE USED TO ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. 1 , ,,1 '; tl,, ; �!�/,,, ," _•.-., �°jn II � � .. 10 TOP OF STONE = 10 28.22 MIN. BREAKOUT 10 28.22 BREA PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC ONLY PROPERTY LINES 1 ;, , ^..._.. ` .,..... - OVER LEACHING FACILITY 11 30.5 r FINISHED R NO{_: .,. _t+ T HAVING BEEN VERIFIED. CERTIFICATION RIFTED NO .a N AS_., REPRESENTATION OR TO THE - .. ill;,_.. {,.l :.l ,... iU -,..t . .... .. ,.. - .. . ..,. .. ...,..,. _. .... .. ......r ,... ..� ,...: .1.1 .I. ,�,.,,.L„ .1,...,,, J. .... .x,...:.lt,, ..J. t,.. .Lt ,Atl ..: I.�l ,,.I ui..,_t6 �. ._..R.,a._:, ... ,,.I,-:. I. , 2 30.7 :. 4 ,,.,,.._ ACCURACY 0., D BOX 1 ti F THOSE SHOWN IS IMPLIED OR IN FINISHED GRADE OVER , f,_! , _, _ ., , , _ TENDED. ,. :,. 12 F o aox a , � . :. _: 1:a,,. -�{-,il_ .: -.f...:,.t :.{u..• I,:i..,. .I .::I_, ., ,.. . :.... .. .. .. .. ,.s, . ,. .�, is.....,,.. _ , .... .,. ,...........,..5.-.., 1t,. ,,t. L. :i:,». �..J.,......1...„.,.. ».... ....�'I- I, , ...•• :-"i'�. ', .,..,:1- >a� -�! ,{E ++fa,: �.' .:,:�.il.t ,,, -.�.:a,, .:;i-I( !I,{,..U.,. ;It>-u., ,...t,,,_: �.: _ r n - ,• h.....r: ,..,:.,.�,!.:✓. ,�,...i,..,,...,l.fay, x. ...+i._.I;Y ,,{ f .r ....., _...,,,__.I. ,�i...:,1�'". ... _ 13 30.8 .. .. I,. ,,._,. `�,_, .t, ,, SPEE 13 FINISH GRADE OVER SEPTIC TANK �.;; / A+,A BACK Flu WITH 5. ALL DISTURBED AREAS ARE T MIN. S-0.02 r :, LEVELERS , „ , �+ ',,' :. - CLEAN FILL t: 0 BE LOAMED, SEEDED AND MAINTAINED 14 FINISH GRADE AT FOUNDATION = 14 31.7 �� .__ {tys a:i'Ii;1 _ "''I;+. .,,.. aI'';,i + it' I TO PREVENT EROSION. t MIN. S=0.01 •3..;. t MIN. S-0.01 LOCUS MAP NOT TO SCALE 15 BOTTOM OF SEPTIC TANK = 15 23.74 = - _ „' ,I L-10.5 PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST '` F__2 �� �� 6 FOR PROPER 16 TOP OF CELLAR FLOOR = VARIABLE 16 26.0 ;". ;!t # : cI ,.<< SCHD. 40 PVC TEES i . f + - L=9.0 d- tt I ,., ,i ;[i ;''! L=VARIES ® ® ® ® ®® x ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS l t!+ Ala '.r:) * S REQUIRED BY ARCHITECTURAL DESIGN •`` I -P , ',u-,,. {,=fl ,! t !a i, ;. :i ' ® ® ® ® ®® 1/3 THE LIQUID DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED. ACTUAL TOP OF FOUNDATION ELEVATION A Q 3 28.6 '•. I, t`Iryp I1 11.! . �ti3ttnl, ,. , 4 l , ;! r ,. TO MATCH FLOOR LEVEL OF ADDITION TO THAT OF EXISTING DWELLING. •. ,,-_, ,,. GAS BAFFLE y 6 27.93 l „ ff t{z xi:'-, ... ,,`,., 7. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED , a;- t, tl; ,i ! d- 7 27.76 " " .. .,._,:, ,. _ :,...,. t,.,. .. BY THE MASS. D.E.P. AND THE LOCAL BOARD OF HEALTH; AND 4' OF NATURALLY OCCURRING CONFORMS WITH THE REQUIREMENTS OF TITLE 5 OF THE MASS. SANITARY CODE. u dlltiiall' j ,ji N ' =1 8 27.39 PERVIOUS MATERIAL 16126.0 t "{;',; I, ti ; t 'r ' NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. ' . .•.} f�� 9,fj tt „!y " 8. TEST HOLE INFORMATION SHOWN 1500 GALLON SEPTIC TANK g 25,39 .. .t_.:...E..;.,h._a ,��;.a_. �-.'_.,-__. �_a�, .h_,.�. .:� ..�..;_..::.�. t HEREON IS LIMITED TO SOIL CONDITIONS FOUND H-10 PRODUCT - ACME 1t,� •.•.: u, , ;-tt', j - AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN Elifc�,t t 11Ia1', PRECAST MODEL OR EQUAL {{l{, I+,lI ',li NO GROUNDWATER ENCOUNTERED ® ELEV. 20.3 IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF �� �I{ , i�'r�''rt` �I ilIilttl {�{tit!Iai`�tII`il'1' 1{�lI''' ,� '� INSTALL ON STABLE COMPACTED j„ USE (5) 500 GALLON GALLEYS WITH: SUCH TEST HOLES. I,, �, { { 6 MIN. CRUSHED STONE BASE '�,;iL. za � 3/4 TO 1-1/2 DOUBLE WASHED STONE 9. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA 15 23.74 SEE NOTE 3 ABOVE PROFILE, 48" ALONG SIDES; 48" EACH END. DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY. THIS TOTAL LENGTH = 50.5' TOTAL WIDTH 13' AREA MUST BE BACK FILLED TO THE ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, CONSISTING OF CLEAN • OVERLAY NOTE: DESIGN DATA MATTER AND OTHEGRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE R DELETERIOUS SUBSTANCES. MIXTURESOAND ORGANIC L LAYERS 1. BUILDING TYPE: EXISTING 4 BEDROOM; UPGRADE TO 6 BEDROOM HOUSE SHALL NOT BE USED. THE FILL MATERIAL SHALL CONFORM TO MA STATE \ THIS LOT DOES NOT LIE WITHIN ANY STATE DESIGNATED ZONE II HEALTH CODE TITLE 5 - 310 CMR SECTION 15.225 3 AND SHALL HAVE THIS LOT DOES NOT LIE WITHIN ANY GROUNDWATER PROTECTION OVERLAY 2. DESIGN FLOW: 110 GPD PER BEDROOM = 110 x 6 = 660 GPD ( ) �D ' !�/DE �/�/SATE ��I �/�,�i/�� THIS LOT DOES NOT LIE WITHIN ANY WELLHEAD PROTECTION OVERLAY 3. DESIGN PERCOLATION RATE: 5 min/inch PERCOLATION RATE OF BETWEEN TWO AND FIVE MIN. PER INCH, BEFORE AND THIS LOT DOES NOT LIE WITHIN ANY ZONE OF CONTRIBUTION TO SALTWATER ESTUARIES. AFTER PLACEMENT. 4. GARBAGE DISPOSAL: NO 10. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY \ 5. SEPTIC TANK DESIGN REQUIREMENT: 200% DESIGN FLOW ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL 28 660 X 2 = 1,320 GAL. (USE 1,500 GAL. MIN. PER TITLE 5) FINER THAN A NUMBER 200 SIEVE. 1� goo N17'12'30"E EXISTING PAVED WAY g�6 - _ -` 6. TOTAL LEACH AREA REQUIRED: ' 2g -" - 11. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR TITLE 5: 660 GPD / (0.74 GPD/SQ.FT.) = 892 SQ.FT. (CLASS I SOIL) SUPERVISE THE CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS 155.00' 'i \' 7. TOTAL AREA PROVIDED: RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. • rn 26 / / / � � �' � 1 13' X 50.5' LEACHING TRENCH (SEE DETAIL) 00 �, , 12. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND o O I EFFECTIVE DEPTH = 2.0 LENGTH = 50.5 ; WIDTH = 13.0 \ 1_400 � ,,� / / iv o Wo I VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. Ln C11, � // // o0 C c(n,_ ` \ SIDE WALL AREA = (2x50.5)(2) = 202 SQ.FT. 13. TIGHT C HT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE (P.V.C.) L4 „�O / r \ ` BOTTOM AREA = 13x50.5 = 656.5 SQ.FT. REDUCE 40, UNLESS OTHERWISE NOTED. 2 28 / / L � I / 1 END WALL AREA = (2x13)(2) = 52 SQ.FT. _14. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION // /-' •'L9 // 1�� \ , 1 TOTAL AREA PROVIDED = 202 + 656.5 + 52 = 910.5 SQ.FT. INSPECTION AFTER EXCAVATION FOR THE LEACHING BED (PRIOR TO THE / PLACEMENT OF STONE) AND ALSO AFTER PLACEMENT OF PIPE & STONE LOT A \ 'J- // 1 1 910.5 SQ.FT. x 0.74 SQ.FT./GPD 673.8 GPD PRIOR TO BACKFILLING. o, PAIOCEL ID 225-022 - _. 15• DESIGN ENGINEER SHALL CERTIFY -CONSTRUCTION- OF -SYSTEM-AND MATERIALS TOTAL FLOW PROVIDED 673 GPD INSTALLED. THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL I I / 372470 S. F. EXISTRAG 1 `' MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO THE LOCAL ✓ DWELLING 1 NOTE: SYSTEM IS NOT DESIGNED ''FOR A GARBAGE GRINDER. BOARD OF HEALTH UPON COMPLETION. 1 / m .�O 7�0, #64 THIS LOT SERVICED �16. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL 'DRIVE OVER THE PROPOSED THIS LOT SERVICED III � '/ �_/�/ , ~ ,\ ` - -- 31 - - - - ' BY OWN WATER SOIL EVALUATOR S LOG SEPTIC BED EXCAVATION DURING CONSTRUCTION. BY TOWN WATER ;10 I 11 '111 / XI / *:* • : , Oc�'I F 1 Depth from Soil Soil Soil Soil Other 17. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR I I �0 0 *%• o .;•. �0 Elevation Sur ace Hor. Texture Color Mott. Relative THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. I I 0? C tiC 1 Inches USDA Munsel Factors II III �- NSAgT� (inches) (USDA) ( ) PARCEL ID 225-020 O SFA 96 1 h * •O• ?� O`29cT�S F �i0 °�5 2 I "DEEP OBSERVATION HOLE 1 elev.30.3 29 �0 /' 0.73 �9 N 'QO y® 0 _ 27.3 0 -36 FILL 10YR 8/2 ,. . 6 c M 1 PERC 11 I I 5 REMOVE AND REPLACE. s, o - N22'32'15"E SEE GENER L NOTE 9 * * � * * � ,0 � 11 R� O ._--- - - �' 1 � z 24.8 36"-66" B LOAMY SAND 2.5Y 6/6 ELEV. 25.3 .7p F I \\N 89,50' _ 20.3 66"-120" C CLEAN FINE 2.5Y 7/4 NO 11 \°' o i SAND EXISTING / / I I I I 05� 21.6' µ; , ," a \ p s' (��g �'" i DEEP OBSERVATION HOLE #2 (elev.30.8) 1 4/16/09 SIX BEDROOM DESIGN DF NDS DWELLING / / III • •• �'S'O,o N22 32'15"E I \ 2Zl o -3s FILL 10YR 8/2 90 I o * • M �� `� qp�: ' OS ti� �' t1 �6 REVISION DATE DESCRIPTION BY APPR # / 2\\ � }�,c��� \\ ONFO 20.8 36"-120" C CLEAN SAND FINE 2.5Y 7/4 NO APPLICANT: / / / III 9'/ �`v qs•t o� LILLIAN C. WOO / / III \� ��. s /" "� , Q .g2 �o �� �� �� 1-1 I o DEEP OBSERVATION HOLE #3 (elev.32.0) / / cb., �b / 2 n 1504 EAST 31 st STREET 0 29.0 0 -36 FILL 10YR 8/2 ,�� \ `I :,� �� PERC 0 �0 '"� k/ST/NC ,1,� .p 22.0 36 -120 C CLEAN FINE 2.5Y 7/4 NO ELEV. 27.0 BRYAN, TX. 77802 �� H£p 2�' O SAND zST \� � � 2�1� PROJECT: '�� _ DEEP OBSERVATION HOLE #4 (elev.31 .3) �,, / \ '�yF�TAN%?B8 2s.a 0"-30" FILL 1oYR s/2 / / ��VVI- W \ " " SEWAGE DISPOSAL SYSTEM UPGRADE DESIGN 01 EXISTING 1 21.3 30 -120 C SAD FINE 2.5Y 7/4 NO 27 STONE DRIVE 1 80 KEARSARG.E' AVENUE 4��t, F' -it. �/ \ 1 Z 6 PERCOLATION RATE _ <2 MIN./INCH\ 2 200.83 IN � � o sr 6' 1 1 r c,� `0� I �c,4. / " DEPTH TO GROUNDWATER = NONE ENCOUNTERED � ) \ 2i \ �2 . 12y9N6 1 s 1712o w BARNSTABLE, MASSAC.HUSETTS 11 � to \ \\ _ Sn \ \ \ I c�' 26 I , p OBSERVATIONS BY: DONNA Z. MIORANDI, R.S. / CHRIS COSTA, P.L.S. �Ka$ \ 4l.'54\ -. v \ \ \ \\ \ \ I z � \ 96 L/4C1<SO/V Ill To ���L� "� P/1��I�� TLC "),,�T/ I ��T DATE TESTED: MARCH 26, 2009 17'1 '30" 14 _ �OO \� \\\ \ �� \\\ �\ 1. o ui� \ 26j9 SHEET NO.: > OF 1 DATE: 03/27/2009 -- -- - - - -- - •-..\ `39'44, O•, ma`s �\ \ \\ ,,i 5� 5�� 6�rk •2�:�� 6a0 NOTES SCALE: As Noted PRG FILE: KEARSARGE-80_WOO -- - .60 , � i�>` EXISTING STONE DRIVE 2 S : u' �� 650c4� 661 1. THIS LOT IS NOT IN A FLOOD HAZARD ZONE DESIGN BY. DAVID FRENCH CHECKED BY. CHRISTOPHER COSTA, PLS r_ _ AS SHOWN ON FIRM FLOOD INSURANCE RATE MAP. LEGEND ,' Xi5F GY,4LKGYf1 Y EASEME/VT 56 2. THIS LOT IS SERVICED BY TOWN WATER. PREPARED BY. (log 38._T PG' 1✓r) - ygo 3. WATER SERVICE LINE SHALL BE LOCATED AND MARKED EXISTING PROPOSED APPROXIMATE LOCATION VATER PARCEL ID 225-027-002 OF EXISTING WATER SERVICE METER PRIOR TO ANY EXCAVATING AND 10' MIN. SETBACK CONTOUR ELEVATION THIS LOT SERVICED DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM Christopher Costa & Associates, Inc. BY TOWN WATER SHALL BE MAINTAINED. 50.5 50x5 SPOT GRADE 4. ALL WATER LINES SHALL BE SLEEVED WITHIN 4" PVC CIVIL ENGINEERING • LAND SURVEYING ENVIRONMENTAL CONSULTING TP PARCEL ID 225-027-001 SCH 40 PIPE FOR 10' ON EACH SIDE OF SOIL ABSORPTION SYSTEM. TEST PIT (TP) L A YO I I T PLAN- East 5. EXISTING SEPTIC SYSTEM IS TO BE PUMPED DRY AND DISCONNECTED. P.O. Box 128 / 465 East Falmouth Hwy. 508.548.0350 FAX U ofM Ss Falmouth MA 02536 ❑ 0 CONCRETE BOUND (CB) � G 6. GROUND ELEVATIONS ARE BASED ON AN ON THE GROUND 508.548.6424 PHONE r4• o N.DOUGLAS INSTRUMENT SURVEY AND ELEVATIONS BASED ON N.G.V.D.29. GRAPHIC SCALE ; c TOPH SPIKE (SPK) CHRISTOPHE, �z OST SCHNEIDER DRAWING TITLE: C�,�.�� �'` . 3 CIVIL 7. LOT COVERAGE CALCULATION: (� UTILITY POLE (UP) 20 ° 10 20 40 In 81305 !� No. 38540 LOT AREA = 37,470 S.F. i p �'o,�.RFcI EXISTING DWELLING, PORCHES, DECKS & SHED = 2,320 S.F. ( 6.2% ) SEPTIC UPGRADE DESIGN PLAN *c LIGHT RVE't FSs�ON PROPOSED ADDITION = 1,001 S.F. ( 2.7% ) ►� WATER GATE (WG) ( IN FEET ), I,f � y�Zb, I TOTAL LOT COVERAGE = 3,321 S.F. ( 8.9% ) 1 inch = 20 ft. � �� �'� �° O WATER SERVICE (WS) ASSESSORS INFORMATION: PARCEL ID. 225 / 021