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HomeMy WebLinkAbout0036 ALICIA ROAD - Health 36 Alicia Road ° r. a Hyannis.. 'P �r A 292 266 _ a o O e i 5 TO"OF BARNSTABLE LG ATION -I A: . 12 ' SEWAGE # � V1;LAGi3 �..�%iTi.�idL ASSESSOR'S &LOT T INSTALLER'S NAME&PHONE NO. /� SEPTIC TANK CAPACITY I- 1lsDC3 /J�d LEACHING FACILITY: (type) 2"' �X L (size) NO.OF BEDROOMS .BUILDER OR OWNER PERMIIDATE: ;q_96� COMPLIANCE DATE:.— Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by d_aG -irk .1 \N p V �6y n _o Ile 21 TOWN OF BARNSTABLE e L°O'.:RTION I�4ti�1 C^ SEWAGE VILJ,G ��„wy�,1 S ASSES 'S MAP & LOT INSTALLER'S NAME&PHONE NO. . j SEPTIC TANK CAPACITY LEACHING FACIL=: 4�,L� d�iyvf�ls (size) �(A�l tiOCO NO.;-OF BEDROOMS B6LDER OR OWNER' 1 LL) PERMIT DATE: I a�W-3, COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells'exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist . within 300 feet of leaching facility) Feet Furnished by -- �' � � o 0 �'�'v � �(�r o� ` T ctS r �� , , '� _. __ � FEE v COMMONWEALTH Or MASSAC14USETTS Board of Health, �C�`c,S�G!Sp\Q , MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair�-j Upgrade( ) Abandon( ) - 0 Complete System individual Components Location (Q - d a Owner's Name Map/Parcel# O� Address A�� c, ` Mp AP aqa Lot# Telephone# Installer's Name ks Designer's Name Address Address ` Telephone# -6\D Telephone# ZLk8_0_19(10 Type of Building � 6_ Lot Size sq.ft. Dwelling-No.of Bedrooms 7 .,cec L:S Garbage grinder ( ) Other-Type of Building Cy►12 No.of persons Showers ( ),Cafeteria ( ) Other Fixtures LAtK._ Design Flow (min.required) gpd Calculated design flow 33o esign flow provided J? gPd Plan: Date �a� fl oa Number of sheets Revision Date Title ��e ,$ C L to pa-kc Description of Soil(s) kcb Soil Evaluator Form No. Name of Soil Evaluator LAQM�w�1'�tIAYDate of Evaluation T DESCRIPTION OF REPAIRS OR ALTERATIONS The undersi ed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further afire to not o place th a in op Lion until a Certificatep of Com 'ance has been issued by the Board of Health. Signed l� Date �f � C O Inspections no FEE v COMMONWEALTH OF MASSAC14USETTS .r. , Board of Health, -?)r_cn SNG.\-AQ IVIA. APPLICATION FOP, ➢ ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) - ❑Complete System,Xndividual Components Location 3(0 Owner's Name Map/Parcel#o Address {�\'�C\c � �'\� ��1� K�— , Lot# , Telephone# Installer's Name O. C S � \ � •t Designer's Name U t CO(l(�011\ SACS• , Address Address �- Telephone# �� '1J�� Telephone# Ij48_O C�(o Type of Building \ Lot Size l U aa) sq.ft. Dwelling-No.of Bedrooms _11 Garbage grinder ( ) 1 Other-Type of Building CTQ No.of persons Showers ( ),Cafeteria ( ) .Other Fixtures Design Flow (min. required) t gpd Calculated design flow �i?�O esign flow provided oJy•4 gpd Plan: Date c)a Number of sheets Revision Date Title 1?Cno)S e6 r�CC-J�iC �\u Description of Soil(s) ��.0 C) GEC C c�• rC Soil Evaluator Form No. . 1` �� Name of Soil Evaluator CAZMV,. C S-� Date of Evaluation I Oa DESCRIPTION OF REPAIRS OR ALTERATIONS C C\-OA q)oC ) The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agree§to not to place the" toe/�m,ope ation until a Certificate of Comp'ance has been issued by the Board of Health. t Signed IN l�.(/3 7, G�('/� Date011 Inspections �,-,•-:-_:n:..��.. � �*- _,-�--�-•-�. �_<-F_,.,--��-:::a-�---..-, -,,.<�.-----s•-._ -r�'P-»c-•-,.,.-.mac:--�-•_ N .,.-� -- • .. - - - No. V a FEE �� t t Board ofHealth,` 'T' CERTIFICATE OF COMPLIANCE , Description of Work: Individual Component(s) ❑Complete System 1r The and�rsi�gnedl hereby cerr..lthat't/h Sewage Disposal System; Constructed( ),Repaired (�,Upgraded (-),Abandoned O - has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. apte�d 4 Approved Design Flow (gpd) Installer Designer: Inspector: Date:_ ,X/6 1 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. FEE �V COMMONV4A. 1H OF MASSAC14USETTS Board of Health, MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Rep/air(� Upgrade( ) Abandon( ) an individual sewage disposal system at �f'� 14h!'/ ,t Al A X-%!A/ `L� f � as described in the application for Disposal System Construction Permit No V, dated Provided: Construction shall be completed in three years of the date of t pe 1 ocal co ditions must be met. , I Form 7255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date I Board of Health / V i FORM 11 = SOIL EVALUATOR FORK R Page 1 of No.: Date: 12/27/02 COMMONWEALTH OF MASSACHUSETTS Barnstable' , Massachusetts Performed B Carmen E. Shay Date: 12/27/02 Witnessed By: Waiver Location Address or 936 Alicia Road Owners Name: Michael Holubowich Hyannis,MA Address and #36 Alicia Road, Hyannis, MA Lot# (Map—292,Parcel 266) Telephone Number: New Construction : X Repair : OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 500 Year Flood Boundary: No ❑ Yes Within 500 Year Flood Boundary: No a. Yes ❑ Within 100 Year Flood Boundary: No 5 Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal ❑ Normal ❑ Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #36 Alicia Road, Hyannis, MA On -Site Review Deep Hole Number: #1 Date: 12/27/02 Time: 1:00 AM Weather: Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A. feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 25' feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG Depth From Soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" - 8" A p Sandy 10 YR 3/2 None <5% Gravel, Friable Loam Friable 8" - 42" Bw Sandy 10 YR 5/6 None <5% Gravel, Friable Loam Friable 42" - 168" C' Medium 2.5 Y 7/4 None Medium Sand, <5% Sand gravel, Loose I Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None Estimated Seasonal High Water Table 168" Assumed - No groundwater Observed DEP. APPROVED FORM 12/7/95 FORM 11 SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #36 Alicia Road, Hyannis, MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: N/A inches ❑ Depth weeping from side of Observation Hole: 168 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING 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: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature: Date: «fan 16 -Z FORM 12 - PERCOLATION TEST Location Address or Lot No.: #36 Alicia Road COMMONWEALTH OF MASSACHUSETTS Hyannis , Massachusetts Percolation Test Date: 12/27/02 Time: 2:30 PM Observation Hole #: #1 Depth of Perc 44" — 62" Start Pre-soak 1 :30 PM End Pre-soak 1 A5 PM Time at 12' 1 :59 PM Time at 9 2:13 PM Time at 6" Time (9-6") Rate Min./inch 2MPI * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - 2 MPI Site Passed X Site Failed DEP APPROVED FORM 12/7/95 Sep- 20-01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 P • 02 sns;ol E I . ,NOTICE: This Form Is To Be Used For the Repair Of Failed _ .Septic Systems Only. ! PERCOLATION TEST AL\f D SOIL EVALUATION EXEMPTION l FORM rJ C• NA`� hereby certify that the engineered plan sio ed by me dzteC O oZ , concerning the property located at ' }�Vote1(l�S meets all of the- . This failed system is connected to a residential dwelling only. There are no .ommerc a' cr business uses associated with the dwelling. • T'.e soil is c;ass:;ied as CLASS I and the percolation rave is less than or equai to 5 n notes -er inch. The applicant may use historical data to conclude this fact or may conduct pre!tml!far% tests at the site without a health agent present. • Ther_ :s no increase in Flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen aoove the maximum adjusted groundwater.table elevation. fAdiust the oundwwer table using the Frimp(or method when applicable) Please complete the following: ,a.I " rip Ji Ground Surface Elevation (using GIS information) _ �_Q� Qi tIVY' Flrva(:or, �� � ad;ustnent for �i;h G.W. ��!�'. _ ._3k. So )`FT .REiiNCF SETVJEE1\I A and B ,a0 OATS: C) ..__..---------- -- NOTICE t 3asec atove r.formation, a repair pecnvt wil! be issued For '-)edroorr.s T,a,.,r , M. :�:o ,dditi��nal bedrooms are authorized to t`�e future without engtneerec :ept.. s_+ste^� plans. -- — __---- t•hc_Iltn!C:Ou PC1CCxmp Permit Number: Date: Completed by: I HIGH GROUND-WATER LEVEL COMPUTATION Site Location: t"1`\C�a� oo�+� l�\IC'i-nn\S Lot No. Owner: �A;c1caeA "Glo IO0 s(\,Address: %Gr 1 g 1 Contractor: (` �l ErjU%<'Q0C010 ddress: T . R`ta1oASS�nb Notes: STEP 1 Measure depth to water table to nearest 1/10 h. ..........................................................:................... Date month/d y/ye r STEP 2 Using Water-Level Range Zone and Index Well Map locate. site and determine: q1 OA Appropriate index well........:............................................ © Water level range zone..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to ����, .� `•� water level for index well ........................... mono You\ /yea_r V 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) determine water-level adjustment .......................................................................................... ! STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water I, levelat site (STEP 1) .............................................................................................................. i i TOWN OF BARNSTABLE f C, LOCATION 3 14�ti=,moo 90W0 SEWAGE VILLAGE' ASSES 'S MAP & LOT 212 `a4 INSTALLERS NAME&PHONE NO. r SEPTIC TANK CAPACITY Gco G LEACHING.FACILITY: (type) tiC, —'r'y-,��d NO.OF BEDROOMS • BUILDER OR OWNER O(,�-J 4 PERMUDATE: �'a I e COMPLIANCE DATE: 1 ` Separation Distance Between the: Maximum.Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Welland Leaching Facility (If any wells exist. on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by e� .LiE--N d 0 1 CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536 Janu 22, 2003 RE: Certification of Title V Septic System Installation: Residential Property—36 Alicia Road, Hyannis, MA Dear Sir or Madam: On January 21, 2002, Roger Roberts, Inc. was issued apermit to install a Title V Septic System at 36 Alicia Road, Hyannis, MA, based on a design drawn by Shay Environmental Services, dated, December 28, 2002. XX 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. SHA Y ENVIRONMENTAL SERVICES, INC. OF so c No CARMEN , E. SHAY Cn by 81 Carmen E. Shay, R.S., C. President S'9NITAR�NN +� �J V Commonwealth of Massachusetts Executive Office of Environmental Affairs Department ® Env1ron' mental Protection William F.Weld Trudy Cox* 001091nor . 8+"7 . Arg"Paul Celluccl David B.Struhs LL Glamor C4r,s,6alww SUBSURFACE SEWAGE DISPo3�,1!YSTFM INSPECTION FORM PARK'4 CERTI FI OATI ON � lei �"o � Property Addsess: 36 Alicia Road Hyannis,Mass . Addre"of Owner. v Date of Inspeot(on: 3/2 6/9 6 (If different) 9'aa 6'1 0 Name of Inspector. Joseph P. Macomber Jr. - ,•g Company Name,Address and Telephone Number. 9 J.P.Macomber & Son Inc. Box 66 Cente:,;ville,Mass . 02632 ''1 508-715-3338 �a CERTIFICATION STATEMENT D I certify that I have personally inspected the sewage disposal system at,.t;s 9,4vi ess and that the information reported belowis, ,accurate and complete as of the time of inspection. The inspection was perform,<' ' -,-6 on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: . �,�Pasaes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspeotom's S1.gnat Date: The System Inspector shall submit a copy of this inspection report to tt,e A—r^ving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of IG,:.. .or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environ:nen•:.n1 Protection. The original should be sent to the system owner=d copies sent to the buys-, if applicable and the approving authority. INSPECTION SUMMARY: Check A,B,C,or D: A) SYS PASSES: I have not found any information which indicates that the eyj em !"^'nte.e any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: VO 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"hot determined",exple3n why not) The septic tank is metal,cracked,Am durally unsound, shows substantial infiltration or ezMtmtion,•or tank failure is imminent. The system will pass inspection if the e.., ti; r °ep}ic tank is replaced with a ponforming septic tank as approved `J by the Board of Health. (revised 11/03/95) One Winter Street a Boston,Massachusetts 02108 r FAX(617)556-1049 a Telephone(617)292.SM i�Printed m 2rr•:-d Piper . A SUBSURFACE SEWA09 DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 36 Alicia Road Hyannis ,Mass . 02601 I Owner. Richard Killoh Date of Inspection:3/2 6/9 6 i B)SYSTEM CONDITIONALLY PASSES(contifiued) a Sewage backup or breakout or hA static water level observed in the distribution bout is due to broken or obstructed pipes) or due to a broken,settlad or uneven distribution,box. The system will pass inspection if(with approval of tha Board of Health): broken pipe(s)are replaced obstruction is removed distribution boai is levelled or replaced AThe system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipes)are replaced obstruction is removed Cl 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 60 feet of a surface water Cesspool or privy is within 60 feet of a bordering vegetated we or a salt marsh. R) 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 aseptic 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 bas a septic tank and soil absorption system and is within 60 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 fact but 60 feet or more from a private water supply welt,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 9) OTHER (revised 11/03195; SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) I PropertyAddross: 36 Alicia Road Hyannis,Mass . 02601 Owner. Richard Killoh Date of Inspection: 3/2 6/9 6 D1 SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as delinad in 310 CMR 15.303. The bail for th4:dstesmiaation is identified below. The Board of Health should be contacted to determine what will be necsssary to correct the ullu e. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspooL Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool /VOSL� Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth ow-pool is leas than 6"below invert or available volume is less than U2 defy flow. , Required pumper more than 4 times in the last year NOT due to clogged or obstructed pipe($). 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 �d Any portion of a cesspool or privy is within 60 feet of a private water supply well Any portion,of a cesspool or privy is less than 100 feet but greater than 60 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a signiScant threat to public health and safety and the environment because one or more of the following conditions exist: Al 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 oMce of the Department for fluther information.. (revised 11/93/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST ProperV Addrem 3 6 Alicia Road ilyannis ,Mass . 02601 Owner. Richard Killoh Date of Inspection: 3 2 6/9 6 Check if the following have been done: ,,,j�Pumping information was requested of the owner,ocVpaut,and Board of Health. Kons of the system components have been pumped for t 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. ZAs built plans have been obtained and examined. Note if they are not available with N/A , The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow' , The site was inspected for signs of breakout. . J , Ail system components,Weluding the Soil Absorption System,have been located on the site. " 2-The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffle a or Was,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. ,VThe size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. , The facility owner(and occupants,if different from owner)were provided with information on the proper maintenanoo of Sub• .Surface Disposal System. I (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 36 Alicia Road Hyannis,Mass. 02601 . Owner. Richard Killoh Date of Inspection: 3/2,6/9 6 • FLOW CONDITIONS RESIDENTIAL �f�� / • Design flow: � f • Number of bedrooms: ' Number of current resulents Garbage grinder(yes or no):_Q Laundry conuectpd to system(yes or no): 15 Seasonal use.(yes'or no): Water meter-readings,if available: /Q"5-6-,74 V A Last date of occupancy:IJAI COMMERCIAL/INDUSTRIAL,- Type of establishment: A7fl- Design fiov:, L allona/day Graeae trap present:(yes or now.A Industrial Waste Holding Tank present: (yea or no).A)-)-) Non-aaaitary waste discharged to the Title b system: (yea or no)J& Water motor readings,if available: IV Last date of occupancy:_ OTHER(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS d aoq o information: r91.t/} System pumped as part of inspection: (yes or no) If yes,volume pumped: IODa ns Reason for pumping: A 6>44 -6gyer TYPE OF SYSTEM Septic ta&&Wmtww bca/aoil absorption system, Single 0esspool N Overflow cesspool r Privy Shared system(yes or ao) (if yes,attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components,date installed(if known)and source of information: /zpt/6"j&'K Sewage odors detected when arriving at the site: (yes or no) (revised 11/03/95) 6 c5 ) CUSTOMER CONSUMPTIOIJ HISTORY ' ACCOUNT NUMBER 292 266 CUSTOMER NAME BEATRICE MKIL_LOH SFRVICE LOCATION 36 ALICIA ROAD READING © DATES READINGS USAGE PERIOD (MMDDYY) (CCF) (CCF ) ALLL14AP-JCE BALANCE FIRST 02 05 96 597 A 2 SECOND 11 03 95 595 A 35 — AVERAGE WATER USE 16 THIRD 08 03 95 560 A 38— YEAR TO DATE WATER USE 2 FOURTH 05 03 95 522 A 2— FIFTH 02 02 95 520 A 2-- Y N014 SEWER USE SIXT14 11 03 94 518 A 13, — OTPIER USE SEVENTH OB 01 94 505 A 2G EIGHTH 05 03 94 477 A 1 NINTH 02 03 94 1176 A 2 TFNIH 11 02 93 474 A 3f NON SEWER FIRST READI G ELEVENTH 08 03 93 438 A ..39 J ION SrWt=R SECOW) READING TWELFTH OS 04 93 403 A cwL NON SEWER METER N0. THIRTEENTH 02 01 93 403 A 1 U FOURTEENTH 11 03 92 402 A i cc iC ENTER = FIRST SCREEN FFKEY 14 PRINT SCREEN GN v (V ^ i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oontinued) PropertyAddreas: 36 Alicia Road Hyannis ,Mass . 02601 Owner. Richard Killoh Date of Inspeotion: 3/2 6/9 6 SEPTIC TANK:J_-1006 fA (locate on site plan) e r Depth below grade:AZ Material of construction ooncrete_metal_FRP._other(e:plain) Dimensions Sludge do Distance from top of sludge to bottom of outlet tee or baffle:_ Scum thiclauess: 0 Distance from top of scum to top of outlet tee or baffle:_ Distance from bottom of scum to bottom of outlet tee or bafIIe:_� Comments: (recommendation for pumping,condition of inlet and outlet tees or baMes,depth of liquid level in relation to outlet invert,structural integrity, evidenceofleakage,etc.)• Pump tank once evPro 2-3, - PAra •Tnlc+ and outlet tees are in shows no signs of leakagagna repairs it-re needed &!_L;1R :kia'q. GREASE TRAP;&We (locate on site plan) Depth below grade: A114 Material of construction:Aaconcrete._metal_FRP_other("plain) Alh Dimensions: n)A Scum thickness:—AWL Distance from top of scum to top of outlet tee or biLme:__ Distance from bottom of scum to bottom of outlet tee or baMe: 019 1 i 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.) NO l 1'A'"nCdL7 (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oontinued) PropertyAddresa 3.6 Alicia Road Hyannis ,Mass . 02601 Owner. Richard Killoh Date of Inspection:3/2 6/9 6 e TIGHT OR HOLDING TAM{4& cocate on site plea) i Depth below grads:, Material of constsuctiow ncrete—metal_FRP—other(explain) Dimensions: Alt Cape Design flow; fl l ffi aallons/day ► ' Alarm level bit- Comments: (condition of inlet tee,condition of alarm and IIoat switches,etc.) _61"e_ DISTRIBUTION BOX:40-T 'E. (locate on site plan) Depth of liquid level above outlet invert: 4)14 Comments: (note if level and distribution is equal;evidence.of solids carryover,evidence of leakage into or out of box,etc.) �d �rK 1'l9C�t17's . PUMP CHAMBER:/��f1��, (locate on site plan) Pumps in working order:(yes or noumd , Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) (revised.11/03/95) 7 SUBSURFACE sEWAOE DISPOSAL SYSTEM INSPECTION FORM rC sYST�:•' .:J1' (ooatinued) PropertyAddr"w 36 Alicia Road Hyannis,Mass . 02601 Owner: Richard Kil•loh Data of Inspeotiont 3/2 6/9 6 • sou.ABSORPTION SYSTEM MM • (Locate oa sfte PLx16 itpossible;excavation not requ*but may be arprozimatod by nondntnuiw methods)' ,,.•a, It not determined to be presast,explain: • loachin pits,number leuhing�hambers.aumberLQ,. '. .•�:�r; � • ,_P_ lenching trencher,number jength.• ._ !. - kacWng Selds,number,dime iow: C� " overgow cesspool,number , C6mmea4:(note condition of ao,ksigns of uli.failure,1-%,-!c!Mr.?'n- nditio Qf vegetatioa�ek.) Loamy sand to medium sa"nd;No signs_ of_hy rau� ic fails a or �ondine 11 vase a ion s norms o repairs are nee a Tj Z time. CESSPOOLSs&¢Al°L, •... .. (Locate on site plan) Number and condsuratlow Depth-top of liquid to inlet invert: WA _ Depth of solids Ek Depth of stemDlmeasions of Materials of construction: 114 Indication of p•oundwater. 11� • La6w(cesspool must be um as PaA of ins Comments:(note condition of soil,signs of hydraulic faihvro, condition of vegetation,eta) CArt1i19BtfJ�'i. PRIVY: (locate on site plan) Ida of auutruoa: /l/tl� _ nimeasions• , DeptIL of solids.L/ Co (not+condition of soi),signs of hydraulic failure, .:on of vegetation,etc.), l9�iq (revised,11/03/.95)• g i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(oontioued) Property Address: 36 Ali gia Road Hyannis,Mass. Owner. Richard Killoh Date of Iaspeotion: 3/2 6/9 6 SKETCH OF SEWAGE DISPOSAL SYSTEM: • includs ties to at least two permamant references landmarks or benchmarks locate all"M within 100' Hyannis Water Company • w I AL icIA �d DEPTH TO GROUNDWATER Depth to Groundwater: 1 6 1 + feet method of determination or auro:;motion: No water encountered at 121 at time of installation. Plan on file at the Barnstable board Of Health. (reYised 11/03/95). >a +•nnnT•.•-n rrr•-•r enrnr•nmr�+•rt rnrrnmvs'+e•mr+rrrR*e++nsriz r'aol+sr.rai+ TOWN OF Barnstabl a BOARD OF HEALTH SUBSU11FACF SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION 1 A•••41•I-r•••::t-T.11R".tTT.'f1rf11.11.:�RiT1T111T\ITPTtTI•��\•IT'{1Tt�tTRnrTnT•R4ZfVlif�TTrRTO l�TI1R'rRTR�tT�'•TRTr/Tr.T'{I•I•T R 11 •••. i J.YP.t OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 36 Alicia R ond Hyannis-,Mew 02601 ASSESSORS MAP, BLOCK ANU,PARCEL• # OWNER' s...NAME ...Richard K111 oh ........ .. ...... __........._.. .... ... ..... PART .D .7__Cl:_8Jj,.I CATION NAME OF INSPECTOR COMPANY NAME J P Macomber & Son Tnc, COMPANY ADDRESS Box 66 Centerville ,Mass 02632 St rev't Town or City state LIP COMPANY TELEPHONE 508 775 - 3338 FAX ( 508 790 - 1578 ri ♦TJ !0 CERTIFICATION STATEMENT I certify that I, have personally inspected the sewage dieposti7 system at this address and that the information reported is true , accurate , and complete as of the time of :.inspection . The inspection was performed and any recoln►neridatiotis.-.i,..egar.ding. .upgrade , main.te.nance , . a'nd...repair ..are consistent wiCli my tra'in'ing and e'xpe.ri'ence in the proper function and maintenance of on- site sewage disposal systems . Check one : XXXXXXXX Sy_steai__P_ASSED� The inspection Ilhich I have conducted has not found any information which indicates that. -the systein•.fails to adequately protect public healtli or the environment as defined in 310.. CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* Tile inspection which I have conducted has found that the system fails to Protect the public health And the environment in accordance with Title 6 , 310 CMR 15 .303 , -and as- specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date _ 3/30196 One copy of this certification must be provided to the OWNER, the BUYER ( where ' applicable ) and the BOARD OA'• IILrAL1'II. * If the inspection FAILED, th'e owner .-or operatorshall upgrade ' the ayatem _Lhe_ inspection , : unless allowed or reoulred v 41 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title ` CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. June 8. 1995 Acting Director-of the ' ' ion of Water Pollution Control Na.. - ........... Fimic...�.2 ................... THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEA T ApplirFation for DifiVos al Works Tomi#rnrtion' Prranit Ap lication is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Syst t: w ... -- ------ _ G 2 a 2- =.. ocat on-Address ' 1...... �..•.... •• .... -- . ... ............•.............. h -'-3.................... Lot No ....•----•••••--••._...................... ner Address Installer q � Address U Type of Building/ Size Lot. (�..r '�. ....S feet Dwelling ' No. of Bedrooms_____________ _ ____________________Expansion Attic ( ) arbage Grinder ( ) P-4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures . -----------------•-•--------------- ---•••--•--•-•--••---•-------------- ��-__-•,�-• W Design Flow�.j. ..............._.__ ........ a llons per person per day. Total daily flow....... ....._........gallons. WSeptic Tank t Liquid capacitylons Length................ Width................ D'amete ............... Depth................ Disposal Trench— o. __.-------•----___-. Width------------------A"eow h_..... hing area....................sq. ft. 3 Seepage Pit No----ti Diameter f�_�'eet.. ................ o a eaching area..................sq. ft. Z Other Distribution box ( ) Dosin' tank ( ) aPercolation Test Results Performed by.......................................................................... Date......................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water----------------------_- (3, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -- ------------ 0 Description of Soil----------------------------------- ------------------------------------------------- -- ----------------------- ------ -------- -- - -- -- U •-----------------------------------------------------------------------------------------------------------------------------------------------------------------•-•----------•--•----....------------ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersi d further rees not place the system in operation until a Certificate of Compliance has en is d by the d f health. igned.- - � Date Application Approved BY - .'C'if/�-------- --- � e 7 Application Disapproved for the following reasons-------------------------•-••--•-•-•------••---•---••-----------•----...........--------•---•-•--•......---•-•••. ---•----••--••--•----•--•••.......--•••--•--•-•---------------•----•-•--•--•••-•••-•--•-•--••--•-••••••••-•--•-•-----------------•--------•------•-•--••---------------.._..•-•......-------•-•-•--•-•-. Date PermitNo......................................................... Issued......................................................... Date r -- �! THE COMMONWEALTH OF MASSACHUSETTS BOARD 9F HEALTH ... ... ,k...........OF......... ' 'On' for Elioposal Works U -Tomitrurtiv Permit. Application is hereby made for a Permit to Construct. ( ) or Repair ( ).an Individual Sewage Disposal Syst t .. . - y '............................................ t�ocation-Address -. - or Lot No. c :...b , ,,c-..: = - ... i:/ !S -- .........-•----- _...- -------------- -.-------•---•--•---•••---•-•--------•----•-------------------------------1._.,x - ner .....................................Address 'd % Installer Address Type of Building` Size Lot_ _.j: i ��....Sq. feet Dwelling¢� No. of Bedrooms..............,,..........._____.___Expansion Attic ( ) rbage Grinder ( ) `-4 Other—Type, of Building ........... No. of persons............................ Showers — Cafeteria f4 Other fixtures -_ ------------- - W Design Flow...........:.....:: ...�.___._:_.._.. tllons per person per day. Total daily flow____..„ r.__ "'° ,�..........gallons. WSeptic Tank_` Liquid capacity_/Ok allons Length...::........... Width.....__......... Diameter --_._.___-__--_ Depth---------------- Disposal x Trench—No..................... Width_____......_._..... 1 e h______-! ----.-•. talVeching in area----_------.---.__..s ft. /' 1g 9 __-_•_ Diameter __ 3 Seepage Pit No____ _________ �6t 1 w et_. ...___._....... T to area------------------sq..It. Z Other Distribution box ( ) Dosiznk ( ) aPercolation Test Results Performed bY........=......................................... ........................... Date......................................... Test Pit No. 1...............minutes per inch Depth.of Test Pit--------:........... Depth to ground water_-_-___________-____._.. LA Test.Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ....---•--......-- -•-•-----••------•-----=----•------------•---•---------------------....... ................................................ Description of Soil............................ x --•• - ------- W ,�fa ,�., "------ -----------------------------------------------------------------------------------------------••-•••-----•-•--•---•-•--------••-------•...-----...•------------•----------............-------•--•-..._. U Nature of Repairs or Alterations_=Answer when applicable..................______.....____._______.__............___....._._..____._._.._______._._._.._. ---------------------------------------------------------------•---------------------•-•--•--•--......-------•-----------------------•------••••---•------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigfied further agrees not to,place the system in operation until a Certificate of Compliance has ppenn iss �d by the yp d�bf health. .'y" P igne / Dattv Application Approved BY •--• . ! y D S• e Application Disapproved for the following reasons:-•-•-----------------------=----------•-----------------•-•---------------•----•-•-••-------=------•----------- ---•-------...--•------------------••----•--------••. --------••- ......................---------------"-- -------•------•------- -----------------------•_... ----•------ . Date. Permit No...............................-...............- .._:.'; Issued------ .... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD / F. HEALTH OF.... �f .�. . ..... ...................... ,~ +'�t� ...... . G'�...J % C.rr$ifira#a of T11mli aurr +_o_,�Repaired S TO CE 11 TIRY, T the:Indi' dual'Sew,age Disposal' System constructed ( ( ) by 43f4l "' . ----------------------•-- -----•---•-•-•--•-------•---•--•-•---------- --------- ' r A Ins lle .✓ s ats••-c $ - �;,�L.° Qr� >.. '+= ----------- - - has been installed in accordance with the provisions of Artie'1''e XI of The State Sanitary Code a described in the application for Disposal Works Construction Permit No---------- _ - --:--- ------------ dated.- THE -. ....!'.��'--- -.:;;:�----- THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUED•AS A CU RANTEE T TFIE SYSTEM WILL FUNCTION SATISFACTORY. DATE----•------------�------ -------------------------------- Inspector----- i '' 1 1 THE COMMONWEALTH OF MASSACHUSETTS BOARD' �F HEALTO r/ "P .................. ................--............. .. b.........O F....... No. .. .- #� FEE -=................ or Totp Permission is l�ereb ranted- : Y;g iaf ------- an I>adivtdu 'l;Se ag* Di 0 1 S stem �-to Const ct Gf or Repair ( o " g y • - -at j Street r„ as shown on the application for Disposal Works Construction P tntt N�•�_Y-3.._____. Dated^ /./� ..: �_.... � � �:-...__ -:......_f---------------------•-...._ Board DATE }` " z FORM 1255 HOBBS & WAR.R E1XI-I :C :,"PUBLISHERS ,�t• ' • I SECTION A -A 1' = 2000' +i- � 1V min. from • " ALL OUTLET PIPES FROM THE /✓ h­;Zse to septic tank NOTE: ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C, PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTR� 704 BOX%HALL eE o„ Existing Foundation SET LEVEL FOR AT LEAST 2 FT. 12' CONCRETE COVER Septic took ewers moot be 3' of 1/8" - 1/2" washed Peostone Ph 2 within 6 in. of finished grade� : . . � •• R'� t, 3 4" to 1 1 2 Washed Crushed Stone ` �..�., Grade ova Septic Tank -06.50 Code over D-Box - >i9 00 --Grade oar SAS-96.50 / � ,,• ..,, •; 3- 5'OUTLET .' •• 4 �qQJ, a4SP f'A\ P4 �N - - - - ` -15.5• OUTLET J , 1 12- INLET - S . 0.02 3 DISTHOLE BOX t0 3' Yoximum Cower Top of SAS - Elev. -95.50 ;. \ J 6. r to' ti? EXIST. S-0.01 1 2 SI EXIST. PIPE X 000 GAL. � �. S- 0.080" Per foot •FRDN EXIST. FQJiDATIDN1I PTIC TANK n Effective Depth4 - SCH. 40 TH-10 tD °p 6 units e 6 ao PLAN SECTION CROSS-SECTION > °i w"' a a P STONE UNDER CHAMBERS / iD S SFCONCRETE FULL fOUNDATIO It Ip O 1' 3 3 j 01 8 8 30, r A SYSTEM PROFILE 6 ino13/4 -t 1/2 °' II ' rn 36' 3 HOLE H-10 DISTRIBUTION BOX ' qr j compacted stone j O r c > V m n Effective Length NOT TO SCALE P` ' LOCUS M A P Not to Stole a '3� j " n 9 �p55p A j v 4• 4• � S 6 in.ot 3/4'-1 1/2' � 10' SOIL ABSORPTION SYSTEM (SAS) compacted stone Effective Width o CULTEC MODEL 125 (H-10 LOADING)/ SHOREY PRECASTE co aatlSLrD_9i_ic>ELn�+:_�_eLEs- �59_--__-_. (OR EOUIVALENT)Not to scale _ GENERAL NOTES NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 12" 1. Contractor is responsible for Digsofe notification and protection of oil underground utilities and pipes. 2, The septic tank and distribution box shoes .be set level on 6 of 3/4"-1 1/2' stone. 2-18" DIAM. ACCESS MANHOLES PROJECT BENCH MARK 3. Bockfill should be clean sond or grovel with no TOP OF FOUNDATION stones over 3" in size. a ELEV. = 100.00 Assumed 4. This system is subject to inspection during installation N/F JAMES E. KELLET by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan THE ACCESS COVERS FOR THE SEPTIC TANK, and Local Regulations. INLET • / ^` - / �y�y DISTRIBUTION BOX AND LEACHING COMPONENT N I !d 45' 30" E 6. If, during installation the contractor encounters any OuT.ET SET DEEPER THAN 6 INCHES BELOW FINISHED P I soil conditions or site conditions that ore different GRADE SHALL BE RAISED TO WITHIN 6" OF 11s�.25' FINISHED GRADE. 97 --- ----- --------a---------- --- ---- -- 97 from those shown on the soil log or in our design r•`. installation must halt & immediate notification be INSTALL TUF-TtTE GAS BAFFLES OR EOUALS mode to Carmen E. Shay - Environmental Services, Inc. + 23.5' 7. No vehicle or heavy machinery shall drive over the STEEL REINFORCED PRECAST CONCRETE septic system unless noted as H-20 septic components. 98 --- ------ -------------------------- -- 98 PLAN VIEW 36' 15' 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 3-24' REMOVABLE COVERS 5' 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. eitid`•''';4'' +il: i ^e 10. All solidpiping, 1 ;+.• .` ,t., ,,,yt?;i,,';i�i,;,:,.•;,.,.;�;y} tees & fittings shall be 4" diameter '` } Schedule 40 NSF PVC pipes with water tight joints. °2 L �''; �:;ti '<: ;; '?%'• 11. Municipal Water is Connected to The Residence and Abutting 3" min. Clearancep 13" e7LET•, , • t . 'rc a♦ ,1 �._ti 4 3 INLET 8" min.T" lY-min. inlet to outlet Liquid IevN `- .. OUTLET Properties Within 150 Feet. MT 11 Mi. O E" 4-o' min. p Failed EST HOLE #1 O o..we. r �• Liquid depth Leach Pit D-Box ELEV.= 98.92 CO PROPERTY ONES ARE APPROXIMATE AND oy 'q /' `\ COMPILED FROM THE SURVEY PLAN GENERATED BY BARNSTABLE SURVEY CONSULTANTS OF W. YARMOUTH, MA CID i ENTITLED " PLAN OF LAND IN HYANNIS, MA" "�' f EXIST. 1000 gal. 1� DATED JULY 1972, . 8'-0' 4• -10" Septic Tank w AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN LOT ##139 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN CROSS SECTION END-SECTION LOT #137 � THE SEPTIC SYSTEM INSTALLATION. O -0 _ - USE- EXISTING 1000 .GALLQN _H- 10 SEPTIC TANK NOT TO SCALE DECK LEGEND PERCOLATION TEST DENOTES PROPOSED EXISTING 104X 1 SPOT GRADE Date of Percolation Test: DECEMBER 27, 2002 nt 3 BEDROOM Test Performed By. CARMEN E. SHAY, R.S., C.S.E. b z O DENOTES EXISTING Results Witnessed By. WAIVER ( per Barnstable B.O.H ) HOUSE O 104,46 SPOT GRADE Excavator: Roberts Septic Services #36 k6 Percolation Rate: Less Than 2 MPI PL PROPERTY LINE 99., I } - r PROPOSED CONTOUR Test Hole ---- `----- ____------�+ c Z-�-- -- 99 - - - - - -97 EXISTING CONTOUR No. 1 DEPTH SOILS ELEV. ,y6-` - LOT #�138 - ( � ¢ I � DEEP TEST HOLE & ° 9850 PERCOLATION TEST LOCATION Sandy ,9y , �`y rn 10,638 Square Feet t/- Loom ____" I - 98 10 v 3 [. -- { `-----�-- n --25, -_ _________°_____-_--I-L____ _ 97 •--• 6 FOOT STOCKADE FENCE 0"-8" A 93.33 4Q - - 62.25' Sandy R = 320.,29' Dr ,o Loo�6 S 77d 45' 30" W 8 - 42" B. 95.00 Sonde P LOT P CLAN 42"-164" 1 84.50 A L I CIA R OA _ D (40 FOOT RIGHT OF WAY) OF PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR Perc #1 MR . MICHAEL HOLUBOWICH Depth to Perc: 48" to 66" Perc Rote= Less Tho 2 MPI Groundwater Not Observed AT [� No Observed 0ESHWT Elev. #39 /1 L I C I A ROAD D ADJUSTED H2O Elev. = None /-1 l� -Design Calculations 0 20 40 50 HYANNIS , MA Number of Bedrooms: 3 Equivalent to 330 Gol./Doy (330 Gal./Doy Min, per Title V) �\�µ f a`� 1i. PREPARED BY: Garbage Grinder: No , Leaching Capacity Proposed: 330 Gol./Doy Minimum (Min. Per Title V) A ^� ht ` CART/l L/ N E. S 117 Septic Tank : - 3 x 330 Gal./Day = 660 USE 1,500 GAL. Septic Tank. SCALE: 1 "=20' - SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch HA " ENVIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gal/sq. ft. x 360 sq. ft. = 266.4 gallons 0. Sidewoll Area: 0.74 gol./sq. ft. x 92 sq. ft. 68.08 gallons P.O. BOX 627 Providing: = 334.48 gallons EXISTING LEACH PIT TO BE PUMPED & FILLED IN PLACE. �GJST SgN17AR\r� EAST FALMOUTH, MA 02536 .�•;�. Use: (5) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, t'` TEL/FAX : 508-548-0796 TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3' OF WASHED STONE NOTE: ANY STRIPPED OUT SOIL CONTAINING I,EACHATE SCALE: 1 "=20' DRAWN BY: CES DATE: DEC.. 28, 2002 ON THE ENDS. NO STONE UNDER FROM THE EXISTING LEACH PIT TO BE DISPOSED OF AS PER BOARD OF HEALTH SPECIFICATIONS, PROJECT#SD374 FILENAME: SD374PP.DWG SHEET 1 OF 1