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HomeMy WebLinkAbout0082 CASTLEWOOD CIRCLE - Health 82 Castlewood Circle Hyannis P u A = 273 072 = a • o o I. a 0 i y ' e O �I o ii I it p u I � o n u a TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE G..ca.ik&IU/ ASSESSOR'S MAP & LOT ' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 4��.cSwl,�G`ZbY7 � (size) fa NO.OF BEDROOMS BUILDER OR OWNER ' PERMITDATE: 0 COMPLIANCE DATE: r1 C 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 4 I K i i I ._a r - —. . ,-�-.. ,_...-era(ia.-...r-.r�-+'4.-�+1.-,—+�-+.sw�wi�.s�-.-.:'�.i�-i"•[ro'.'.-•r�-�''�"'rJ�•.:1-v ../".vrw"Y-w�-+a.�w•�. .--�--v�� ..-.`�.. -.. +..�---�. -r"` No.4W3d %3 FEE Board of Health, �t1S�G'�� ,.MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repairg Upgrade( ) Abandon( ) - ❑Complete System Individual Components Location g a Owner's Name Map/Parcel# Address Lot# 'V Telephone# Installer's Name Designer's Name f JdC� Address03\ AddressAra: MR 253`D Telephone# U418— ' \O Telephone# 5C _ SA 13_g Type of Building fa_ NQ(1y\ Lot Size —611n:V3 sq.ft. Dwelling-No.of Bedrooms S� Garbage grinder (41), Other-Type of Building No.of persons Showers 44,Cafeteria (vT Other Fixtures 2Gt� (��U Design Flow (min.required) l��J gpd Calculated design flow Design flow provided 33`•U gpd Plan: Date (:32> Number of sheets �+ Revision Date -- Title � d G` C cam. wA ,Asrn upp ciP Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation 1`S DESCRIPTION OF REPAIRS OR ALTERATIONS I"gSTALI..ATION AND CERTIFY I•j t T E,: SYST.F !F.!C�d� , •9 The and igned agrees to install the above described Individual Sewage Disposal System in accordance with"t6�"�i vrsions of�TTTLEa5'•and-.. further o t to place tem' o lion until a Certificate of Compliance has been issued by the oard of Health. Signed IV) Date Inspections + Mo.GU1V � t A.. ,; .... FEE 'COMMONWEALTH OF MASSAC14USETTS Board of Health, MA. R DISPOSAL.SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repairp<Upgrade( Abandon(O -• O Complete System Individual Components i Location C �, Owner's Name '� h0 Map/Parcel# Q^ Z Address Lot# —JA: �0 Telephone# —•-----..... `� Installe'r's Name k G Designer's Name S Q` Sid Address Address•12 3t0 Telephone# 048— �0 Telephone# SO Type of Building�� Lot Size,', 9(.a sq.ft. ' Dwelling-No.of Bedrooms C� Garbage grinder (411, Other-Type of Building . No.of persons ^� Showers;( Cafeteria (14"' ~h _'-Other Fixtures Design Flow (mine.r`egdi"red) 'gpd Calculated design flow_=y Design flow provided f 33\•l7U gpd "- —Plan: Date �1 1 03 Numl er.of sheets Revision Date Title 6, 2D`m C ec, -09r-n LD(Z AP Description of Soil(s) Soil Evaluator Form No. ~ '�"""' Name of Soil Evaluator6KTMnJ Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS �oz Avej �ACy\• r ,1 p. The undi<rsigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furtherer a fees to n t to place tem in o e lion until a Certificate of Compliance has been issued by the Board of Health. ;�`=y• Signe A 400 Date t�'1`7t��roJQO� =,,.. Inspections / t,-. .`M 3 ':., ...:. �-•.^�'�. .r-- .S _..^mil. ,-...- ..t• _.. _- _-. '- :—�..-rt=-��- r � .:1r_. .+�.Z...s'.::"=��%� _rc.-c. r1�}"_.st•<,�.-.,,...ie N�+-a^ ��'-4�.••-,z-.+m4- -..m.r#.. No. Zoo — 3. . . ._ FEE , J V �- COMMON OF MASSAC14USLITS Board of Health, CERTIFICATE OFCOMPLIANCE Description of Work: Yi1dividual Component(s) ❑Complete System t The je�s'gned hereby M5rL_,� the Sewage Disposal System; Constructed ( ) Repaired Upgraded ( ),Abandoned (by: — C c ✓at ,A J - e U= / r � has been installed in accordance with the provi ion of 310 CMR 15.0 (Title 5) and the approved design plans/as-built plans relating`to application No.2ao3-y13,'daated 9 1 9)3 Approved Design Flow (gpd) Installer r, q Designer: Inspector: KJ Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. 7003 FEE. SU t ';">r'A Board of Health, DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is �reby granted to; Con truct( , ) Repair( Upgrade( ) Abandon( ) an individual sewage disposal system at T n` ! �—s as described in the_application for Disposal System Construction Permit No. Ud dated G3 . Provided: Construction shall be completed within three years of the date of this permit: All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health SECTION A -A ALL ouW Pr S.FR01t I SET LEMM FOR AT LEAP LEACBINC SYSTEM f��TM WX�' PROFILE VIEW OF ADDITION. TO 3' of 1/8" — 1/2' Washed Peoston r 3/4' to 1 1/2 Was" ode Stone •` ode w dr 0-Bo.- 99.00 SAS --woo . Top Lod - Eby. -96.33 3• WM&N Nn Covsr Top of SAS- 0ev -95.e3 101' pw fact Ef.MCU Osptn a �zs _ 30' PLAN. SECTI s tJnits 3' 3' 0.83' (10 inches) 31.25'. 3 HOLE iO n 37.25' n rn � E f iec flue Length 9 • - SDIL ABSDRPTIDN SYSTEM (SAS) 42 5 4 INFIL�TATROR HIGH CAPACITY (H-I0 LOADING)/ GEDRGE O'BRIEN Y 10 O (OR EQUIVALENT) Not to Scale Effecttw MQv+ . o CTIVE HEIGHT IS lo' Bottom of Test Hole 1 Elev..57.00 m NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EI�E M_Qwedvotsr Observed O 1N--- - �Z5 i L 9� �f„yo° Ct� �� i�7��� Za.�i®�q yd 3 N/F EDWARD P. CONWAY S 11 d 57' 40" W- �O "D 77.54' Failed 7.85"Jill ' 23' Leach Pit - - i - ' y� • • 1� O TEST HOLE 1 C6 Cb D- O ELEV.= 99.00 ICH MARK o O �AeK G�E�9 Fof t.ar-A' t1 i1 VDATION ��' .00 (Assumed) _ Cement ----------99 99 • - ---- - ----- � Block Patio----------- EN 1000 I. Tank GARAGE w LOT #15 = - EXISTING AGE ,ice. O RoP �� HOUSE °) O �Ikd30VV-:. 6RovN #82 N q ?0 D L � 't3 Z co - ' LOT #16 1 ------ .----------.99 --- -- 99 ----------- --------- ys- ------ q�87S SquarQ Feet +/- � I ASPHALT I DRIVEWAY I � 77.54' a ` 1 - SIDEWALK N 1.1 d 51' 30" E ______�------ �- -- TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ' LEACHING FACILITY: (type) (siie)1 � NO.OF BEDROOMS \, BUILDER OR OWNER PERMTTDATE: = COMPLIANCE DATE: i 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 I `E 0 " ,pr lL Cc J&&- ,v-,SeN:7,20-01 13 : 62 BARNSTABLE HEALTH DEPT 5.087906304 N . u[ s�is,oc \ )TICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION TEST Alm SOIL EVALUATION EXEMPTION' FORM vv hereby certify that the engineered plan signed by m.e clzcec 1 `�, concerning the property located at _ _ SAS -e �'\�C�e + n��e.ets all of the icl:ow;no gin eria: • This failed system is connected to a residential dwelling only. There are no .ommercia! or business uses associated with the dwelling, • 'F.e soil is cidss!,.ed as CLASS l and the percolation rate is less than or equal to -rt:nutes per inch. The applicant may use histo'ncal data to conclude !his f3c: or may .:onduc:t _are!irnwar; tests at the site without a health agent present • Theft :s no ;ncre;,;e in flow and/or change in use proposed • There are :to variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen I;) fie: move the maximum adjusted groundwater table elevation. �AdJlust the 1.�unt!•Yater table using the Frimptor method when applicable) Please complete the following: "fop of Ground Surface Elevation (using GIS Information) S G.w' EIC V3(:on "�t)C) _ + 2d;ustmcnt for.nigh G.W..A �'FTFRENt.F EETWI✓EIV and B S'G.'rED DATE: NOTICE 3asec i-on. t;--e a�Iove irformacion, a repair permit wil! be issued for �edr^emi addtti anal bedrooms are duthorized to the future without engtncerec plans. )u CCxm9 i Permit Number: Date: . Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: �Z S�1K����6((�^^� CiC-C\-e- . Pt-A Lot No. Owner: Zak) cS�e�n li'�,�'C'`� Address: Q Contractor: F2V)Q�+ �x1�1Lq~�e�•Qt� C� Address: Coa3--, 5_al bJ-S,- Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date month/day/Year i STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: �tw OAppropriate index well.................................................... a4� OB Water-level range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to F31®� �� water level for index well ........................... month/year � i STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) i determine water-level adjustment ..............................................:. STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) � i from measured depth to water. levelat site (STEP 1) ..................................................t.......................................................... 4 Figure 13.--Reproducible computation form. 15 CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL;SERVICES, INC. P.O. Box 627,East Falmouth,MA 02536 September 23, 2003 RE: Certification of Title V Septic System Installation: Residential Property 82 Castlewood Circle, Hyannis, MA Dear Sir or Madam: On September 22, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 82 Castlewood Circle, Hyannis, MA, based on a design drawn by Shay Environmental Services on September 18, 2003. >�X I Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions, please do not hesitate to call the undersigned at(508)-548-0796. Sincerely, CARMEN E. SHAY 'ENVIRONMENTAL SERVICES,INC. Carmen E. Shay, R.S., C.S.E. President .f 1 ' V Commonwealth of Momxhmns Executive Office of EnMlronmental Affairs John Grad Department of D.E.P. Title V Septic Inspector P.O. Box 2119 Environmental Protection Teaticket,MA 02536 (508) 564-6813 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION F 8 8 PART A A CERTIFICATION rO Property Address: 82 C--asVe-Wootl Circle Hyannis FIM� Date of Inspection:6119197 Address of Own /� Name of Inspector:Johncraci (if different) JVN 00 James Connolly fA Company Name,Address and Telephone Number: �'B,�7 Psi? 1 CERTIFICATION STATEMENT 1 I certify that I have personally inspected the sewage disposal system at this address and that the informs and complete as of the time of inspection. The inspection was performed based on my trainingand ex erience in he proper function andrate maintenance of on-site sewage disposal systems. The system: y p X Passes This Inspection Is based on criteria defined in Title y Conditionally Passes code 310 CMR 15.303.My findings are of how the system is _ Needs F rthe valuation By the Local Approving Authority performing at the time of the Inspection.My Inspection does Fells not Imply any warranty or guarantee of the longevity of the septic system and any of its components useful life. Inspector's Signature: Pit Date: 6/25197 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. 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] SYSTEM PASSES: X I have not found any information which indicates that the system violates any of the failure criteria defined as 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. 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, 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 11115195) One Winter Street • Boston,Massachusetts 02108 9 FAX(617)556-1049 9 Telephone(617)292-5500 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 _ Sewage backup or breakout or high static water level observed in the distribution box is due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipes)are replaced obstruction is removed distribution box is leveled or replaced _The system required pumping more then 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 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 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)DETERMINES THAT THE SYSTEM IS,FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria volatile organic compounds indicates that the well is free from pollution for that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm. 3) OTHER D) SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage in 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 clogpPr1 cesspool, SAS is in hydraulic failure. I (revised 11115195) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 D] SYSTEM FAILS(continued) Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers 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: The following criteria apply to large systems in addition to the criteria: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/15195) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 82 Castle Wood circle Wyannis Owner: James Connolly Date of Inspection:6119197 Check if the following have been done: X Pumping information was requested of the owner,occupant, and Board of Health. X None of the system components have been pumped for at least two weeks and the 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. GaAs built plans have been obtained and examined. Note if they are not available with N/A. x The facility or dwelling was inspected for signs of sewage back-up. x The system does not receive non-sanitary or industrial waste flow. x The site was inspected for signs of breakout. X All system components,excluding the Soil Absorption System,have been located on the site. x The septic tank manholes were uncovered,opened, and the Interior of the septic tank was Inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid, depth of sludge, depth of scum. X The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. x The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 1t/15/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 RESIDENTIAL- FLOW CONDITIONS Design flow: 22o gallons Number of bedrooms: 2 Number of current residents: U Garbage grinder(yes or no): No Laundry connected to system(yes or no): No Seasonal use(yes or no): Yes Water meter readings,if available: nla Last date of occupancy: summers and weekends COMMERCIAL/INDUSTRIAL- Type of establishment: rd Design flow:o gallons/day Grease trap present:(yes or no) No Industrial Waste Holding Tank present:(yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) No Water meter readings,if available: rda Last date of occupancy: n/a OTHER:(Describe) Na Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System has not been pumped In the last year. System pumped as part of inspection:(yes or no)No If yes,volume pumped: o gallons Reason for pumping: n/a TYPE OF SYSTEM X Septic tank/distribution box/soil absorptions system Single cesspool Overflow cesspool Privy i 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 information: �oyeazs Sewage odors detected when arriving at the site:(yes or no) No (revised 11115195) 5 , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 SEPTIC TANK: X (locate on site plan) Depth below grade: Ir Material of construction:X concreate_metal_FRP_other(explain) Dimensions: L 8'e'H 5'I W 4-10- Sludge depth:1' Distance from top of sludge to bottom of outlet tee or baffle: 26• Scum thickness:0 Distance from top of scum to top of outlet tee or baffle:6' Distance form bottom of scum to bottom of outlet tee or baffle: 0 Comments: (recommendation for pumping,condition of inlet and outlet tees evidence of leakage,etc.) or baffles,depth of liquid level in relation to outlet invert,structural integrity, Septic tank and all components are structural v sound.Recommend umping septic system every one to two years for maintenance. GREASE TRAP: (locate on site plan) Depth below grade: n/a Material of construction: _concrete_metal—FRP_other(explain) Dimensions: n(a Scum thickness:n1a Distance from top of scum to top of outlet tee or baffle:n1a Distance from bottom of scum to bottom of outlet tee or baffle: n/a 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.) n1a (revised 11115195) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: n1a Material of con struction:_concrete_metal_FRP_other(explain) Dimensions: Na Capacity: n/a gallons Design flow: nfa gallons/day Alarm level: nla Comments: (condition of inlet tee,condition of alarm and float switches,etc.) nla DISTRIBUTION BOX: (locate on site plan) Depth of liquid level above outlet invert: rya Comments: (note if level and distribution is equal,evidence of solids carryover, evidence of leakage into or out of box etc.) rda PUMP CHAMBER: (locate on site plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber,condition of pumps and appurtenances, etc.) rda (revised 11115195) 7 i I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly Date of Inspection:6119197 SOIL ABSORPTION SYSTEM (SAS):X (locate on site plan,if possible;excavation not required, but may be approximated by non-intrusive methods) If not determined to be present,explain: Na Type: leaching pits,number: n►a leaching chambers,number:Na leaching galleries,number: n1a leaching trenches,number, length: Na leaching fields,number, dimensions:nia overflow cesspool, number:5'x8'block pit Comments:(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) The overflow is structuragy sound and functioning property It was empty at the time of the inspection.lt has not been more than 112 full. CESSPOOLS:_ (locate on site plan) Number and configuration: We Depth-top of liquid to inlet invert: nla Depth of solids layer: nla Depth of scum layer: n1a Dimensions of cesspool: n1a Materials of construction: Na Indication of groundwater: n1a Na 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.) Na PRIVY: (locate on site plan) Materials of construction: n1a Dimensions: n1a Depth of solids: n1a Comments:(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Na (revised 11115195) 8 f � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 82 Castle Wood Circle Hyannis Owner: James Connolly r Date of Inspection:0119197 . SKETCH OF SEWAGE DISPOSAL SYSTEM: Include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' alb 0 L o R AA ti c BA o � DEPTH TO GROUNDWATER Depth to groundwater:12 feet method of determination or approximation: 11SGS Maps and Charts (revised 11115195) 9 - Fine.Home Building d'Reinodeling 508-495-0719 ,. �-------' 1.©------------�—� � � j 1 1 1 IoIs'Ts +b RESi a _ �. � � � �'.W Ad,d��i.d�n � k"_� „ -� •4ra�.t_._y.rd_.�v�Cz�_ ►:o4;,da ,.�s 1ax I j ' • f , S f ! i nIglu -- � SCALE: !/ f� ,� t ) APPROVED.BY: DRAWN BY r`T p DATE: C),to-QS, REVISED N DRAWING NUMBER tl M I Fine Honie Building Rcsodelmh g 508-495-0719' i + ff ! ' } K - / � r ; I oar C4 1 �" '• ( � � t�esf Q woe R"e21 t P i t ._w -- 1 re' l�tii,213 I i11! n'Y. CL 'I i� -Li, o.c �rT.& PL 1 r t ._ _ -._..__.._..._.._............... —No�c_. Floa.r J ozg�-._.z�.<,.�r._.K� `Ce��''�s_...__4s::r,.._`S.''... �• f _y..__. -_-._..................._._...__.__.......- _._._...._......._.........................._. . ......_......_..__..........__......-.._.............._._......____._......-......_....-.... ... ..__......_._.._..._... —. ._ ..... ..._ _...._..... __...._..._...-----------------._ ...... _—I`7g.?�+!.,zg �.TJLS3..._._�.G'G.#��.h...,.�..r�✓_rvi_..../�..�Ci-l.i*a�7J! it +� Y► G ke k SCALE: f APPROVED BY: DRAWN BY DATE: _ jCif REVISED I i DRAWING NUMBER I y o 4' � 4' ; SOIL ABSORPTION SYSTEM (SAS) -'' 6 In.of 3/4'-t t/Y �) . ---10' INFILTATROR HIGH CAPACITY (H-10 LOADING)/ GEORGE O'BRIEN GENE oomPocted atone Effocttm Vkft ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE (OR EQUIVALENT) Not to Scale 1. Contractor is res Boltwn of Tea! Hole I Oev.-87.OD tc No Orouudwaatw Obowved a t4:4' NOTE: OVERALL HEIGHT OF INFILTRATOR IS la* /EFFECTIVE HEIGHT IS lo' and protection of 2. The septic tank level on 6 of 3A 3. Backfill should be stones over 3" in 4. This system is sub by Carmen E. Sho, M0 N TEST 5. The contractor she with Title V of the and Local Regubtic Test: September 15, 2003 6. If. during installotic or ! CARMEN E. SHAY. R.S., C.S.E. soil conditions la WAIVER ( per Barnstable B.O.H.) soil EDWARD PONWAY from those shown e ss Than 2 MPI 036"SERVICES. INC. installation must tv made to Carmen E S 11 d 57' 40" W 7. No vehicle or heov septic system. unle. rest Hole 77.54' 8. Install Tuf-Tile gas No. 1 Failed _ Leach Pit �•� Y8' 9. All Distribution.Line •-- � 10. All solid piping. tE sons aEv. 7* p•pi g. 99.00 •j`n:'`• •+"•; '�.• s Schedule 40. NSF Loamy / '� • . 1 seed 11. Municipal Water i . s p r K. ! �t Properties Within 1 to rR 3/2 to A, 99.25cli D-Box TEST HOLE 1 00 THE PROPERTY UN0 Sandy PROJECT BENCH MARK ELEV.= 99.00 COMPILED FROM THE Loom TOP OF FOUNDATION 0 MERCER ENGINEERINI 10 5/6ELEV. = 100.00 (Assumed) ENTITLED " SUEIDMS MedkiBa �'� _ __ Cement HYANNIS MA' DATEI Sand y T1000 �I Block Patio 99 AND IS NOT'INTEND£ 2.s r 7/6 a IT SHOULD BE USED 137.00 C. THE SEPTIC SYSTEM I EXISTING LEACH PIT LOT #17 ' BAITING GARACB LOT #15 FILLED.IN PLACE. _ 2 BEDROdk s NOTE: ANY-STRIPPE BOUSS FROM THE EXISTING 82 i OF AS PER BOARD ( co '90 NO WETLANDS ARE F Perc: 40' to 58" � i i � ASSESSORS MAP = Less Than 2 MPI 27: ed ESHWT Az i I ;� / water Observed ®14�" :i I I 1 d 'x i Y! - I 1 6 I 99----------- ----------- -:--- `� I -------LOT #16------ ------4 ----------99 673 Square Feet +/- ASPHALT 104X 1 DRIVEWAY .� 77.54 X 104.46 N 11d 51s n 30 E 1 1 SIDEWALK --------------------------------------- ---------------------I 1 --------------------- PL. CA AS' TL E W(9 OIL CIR CL E' 8' OAM. ACCESS MANHOLES lr (40 FOOT RIGHT 0r WAY) s I THE ACCESS COVERS FOR THE SEPTIC TANK. _ `— DWR13UTION BOX AND LEACHING COMPONENT OUT SET DEEPER THAN 6 INCHES BELOW FINISHED GRADE SHALL BE RAISED TO %*THIN 6" Cr FINISHED GRADE ` PLO INSTALL TUF-TITE GAS BAFFLES OR EOUALS �I%.) i' + i SECTION A A 1' = 2000' +/ 10 min. from *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. ALL OUTLET PIPES FROM THE Existing Foundation [house to septic tank PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTIMTlpl BOX SHALL BE TOP OF FOUNDATION ELEV. 100.00 Assumed Septic tank coos" must bs SET LEVEE FOR AT LEAST 2 FT. 1Y CONCRETE CovER Rol✓ ( ) 'within 6 In. of finished grade 3 of 1/8" --1/2' Washed Peoston TE` a _ Grads over Septic Tank - 99.00 Ora" over D-Box- 99.00 over SAS -99.00 ! 7 3/4 to 1 1/2 Washed Crushed Stone _ - 3 - 6.OUTLET _+ '-'� 2- KNOCKOUTSi .. <� ` s.s' 1Y SET 9p S 0.02 i OUTLET i Z5 3 HOLE H-10 Top Load - Elsv. =96.33 - - : 6. O T E C^J, - DIST. 8OX 3 1laxknum Cover Tap of SAS- Elev. -95.83 �� 2 P �d 9 � 10 EXISTING S=o.m or Greater in EXnT.P7PE $ 1,000 GAL. LO 5, S- 0.o1` per foot . 1ss• FTtDf EXIST. f�l11fDATTt)t w � SEPTIC TANK n _ Effective Depth - - 4- - SCH. 40 T ,jr - tA U H-10 s units a b.zs so' PLAN SECTION CROSS-SECTION o CONCRETE FULL Foi»iorl o ; a, 0.83' (10 inches) 3' 3 0 LJ n o n 31.25 a SYSTEM PROFILE 6 in.df 3/4-_, 1/2- $ n 37.2y 3 HOLE 'H-1 O DISTRIBUTION BOX u a' F- - C compacted stone ; o V t 3 OL Not to Scale - c o U , GA Effective Length NOT TO SCALE fY1 • 4' 4' p SOIL ABSORPTION SYSTEM (SAS) LOCUS M A P c c 6 In.of 3/4•-1 1/Y 10' y INFILTATROR HIGH CAPACITY (H-10 LOADING)/ GEORGE O'BRIEN GENERAL NOTES compacted stone EPfective, vita. (OR EQUIVALENT) Not to Scale NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE o 1, Contractor is responsible for Digsafe notification Bottom of Test Hole 1 Oev.-87.00 m NOTE: OVERALL HEIGHT INFILTRATOR IS 18- - No (r,amdwater Observed O 144- /EFFECTIVE HEIGHT IS 10- - and protection of all underground utilities and pipes. ---`--------�------ 2. The septic"tank and distribution box shall be set lever on 6 of 3/4"-••1 1/2' stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This'system is subject to inspection during installation by Carmen'E. Shay - Environmental Services, Inc. PERCOLATION O n r �ec� 5. The contractor shall install this system in accordance V L R C LA I V TEST with Title V of the Massachusetts state code, the approved plan and Local Regulations. Date of Percolation Test. September 15, 2003 6. If, during installation the contractor encounters any Test Performed By. CARMEN E. SHAY, R.S.; C.S.E. soil conditions or site conditions that are different Results Witnessed By- WAIVER ( per Barnstable B-O-H.) NIF EDWARD P. CONWAY from those shown on the soil log or in our design SHAY ENVIRONMENTAL SERVICES, INC. installation must halt-&`immediate notification be Percolation Rate: Less Than 2 MPI 0 36" made to Carmen`E. Shay - Environmental Services, Inc. S 1 Id 57'- 40" W 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. Test Hole 77.54' 8. Install Tuf-Tate gas baffles or equals on all outlet tee ends. NO. 1 Failed �---27.25 23' 9. All Distribution Lines shall'be 4` diameter Schedule 40 NSF PVC pipes. _- - ----- - --- Leach Plt T Schedule 40 piping, tees & fittings shall be 4" diameter DEPTH SOILS ELEV. t:•. - 10. All solidue NSF PVC pipes .with water.tight joints.0 99.00 . Loamy f • • =� 11, Municipal Water is Connected to ALL OF The Residence and Abutting Sand L,,.,,•;. ,.. t,�:,. < w Properties Within 150 Feet. 10YR 3/2 O �D 0--8- A, 99.25 D-Box TEST HOLE #1 CO THE PROPERTY LINES ARE APPROXIMATE AND Sandy PROJECT BENCH MARK °' ELEV.= 99.00 O COMPILED FROM,THE SURVEY PLAN.GENERATED BY Loom TOP OF FOUNDATION MERCER ENGINEERING, INC. OF NEW BEDFORD, MA 10 YR 3/e ELEV. = 100.00 (Assumed) ENTITLED " SUBDIVISION PLAN OF LAND OF CASTLEWOOD CIRCLE a-- W. Be 96.00 Cement HYANNIS, MA", DATED DECEMBER`10, '1956 99---------- --- ------- ------- ------- ----------99 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN - ------------ Medium EXIST. 1000 gal. Block Patio Sand Septic Tank IT SHOULD BE USED FOR`NO PURPOSE OTHER THAN I zs T 7�. THE SEPTIC SYSTEM INSTALLATION. !36- 144 7.00 EXISTING LEACH PIT TO BE PUMPED OUT AND LOT 15 FILLED`IN PLACE. LOT #17 Czj EXISTING GARAGE W # r_ NOTE. A,NY STRIPPED OUT-SOIL,CONTAINING-LEACHATE 2 BEDROOIf £ . O HOUSE o FROM THE EXISTING LEACH PIT TO BE DISPOSED M co OF AS PER BOARD OF HEALTH SPECIFICATIONS. NO WETLANDS ARE PRESENT 'WITHIN 200' OF THE PROPERTY Perc 1J1 _ , 00 ,. � i O Depth to Perc: 40' to 58" I I 1 ASSESSORS MAP;273, PARCEL 072 Perc Rate= Less Than 2 MPI No Observed ESHWT Z i j LEGEND No Groundwater Observed 0144" �l � i __LOT 16 Q i 1 -- ---- --------- _--- L--------1 -------- 99-------- - ------�•-7,s7s Square Feat + - �-I I -99 DENOTES PROPOSED � , � / ; ASPHALT � - 104X 1 SPOT GRADE 1 DRIVEWAY l Q i i DENOTES EXISTING 77.54 I I X 104.46 PL SPOT GRADE ----- N-11d 51' 30" E i ' SIDEWALK -------------.�_�_, �-_------r----=--I----------------------------- PL PROPERTY LINE ���----- rOr 'PROPOSED CONTOUR CA ,J TL°E', W O D CIR CL E - - - ---97 EXISTING 'CONTOUR I 2-19• aAM. ACCESS MAir►tGxEs (40 FOOT RIGHT OF WAY) DEEP TEST HOLE & B PERCOLATION TEST LOCATION .�� �•- �.� _ -.. _� _ 6 FOOT STOCKADE FENCE 1 f l � INLET - � DISTR ACCESS COVERS FOR THE SEPTIC TANK, i• '-- � THE IBUTM BOX AND LEACHING COMPONENT OU SET DEEPER THAN 8 INCHES BELOW FINISHED ` GRADE SHALL BE RAISED To WITHIN 6- OF P FINISHED GRADE I LOT , PLAN . INSTALL TUF-TITE GAS BAFFLES OR EQUALS ^Gl- l OF PROPOSED SEPTIC SYSTEM UPGRADE STEEL REINFORCED PRECAST CONCRETE . �� �� PREPARED FOR PLAN VIEW I, /- 3-24" REMOVABLE COVERS c^ �� / I111 .� j G J HN 8c CORE EN BRINCKERHOFF AT #82 CASTLEWOOD CI CLE _3 min. clearance �- - R . VIIET INLET 8- min.T- 2 min. inlet to outlet min 14• - HYAN N I S, MA id le-ive- ouTLET s 7 Design Calculation E$ 4-a min. �jNOFMgSs PREPARED BY: ., os depth Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) qc Garbage Grinder: No �/ u/� Y -' Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) �� ICARAMY li . A�.11L1 l z .._:',__�, _•_•__-`• -=':-i Septic'Tank - 3 x 330 Gal./Day = 660 USE 1,500 GAL: Septic Tank. S .t•� 8-0. 4' -#10 SOIL ABSORPTION 'AREA: Using percolation rate of <2 min./inch " 0 20 40 SQ" "' ENVIRONMENTAL SERVICES, INC.'- No. 1 0.74 gar/sq. ft- x 370 sq. ft. _ 273.8 gallons O CROSS SECTION END-SECTION Sidewall Area: - P.O. . BOX 627 1 Bottom Area: 0.74 gal./sq. ft. x_;78 sq. ft. = 58 ga11GNIs F�isTE� EAST `FALMOUTH, MA 02536 Providing: ='>>331.80 gallons- S'4NITAR\P, USE EXISTING 1 000 CAL:LON H- 1 0 SEPTIC TANK Use: (5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING A 0.83 (10 INCHES) EFFECTIVE DEPTH, SCALE. 1 20 TEL FAX :_ 508-548-0796 - TO BE USED WITH 4.0` OF WASHED STONE ON THE SIDES, AND 3.5' OF:WASHED STONE SCALE: 1 :-20 ; DRAWN BY: CES DATE: SEPT._ 18, 2003 NOT TO SCALE ON THE ENDS. NO',STONE:UNDER. PROJECT SD459 FILENAME SD459PP_DWG SHEET 1 OF :1