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0088 BRISTOL AVENUE - Health
88 Bristol Avenue 219-143 Hyannis I� M A c I� i I� jS I„ I I� ' am,, TOWN OF BARNSTABLE T: OCATION 00 y�K(!�TOC. 4ut: SEWAGE# VILLAGE • T1Y,4A)ti'1 S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO�p�tM Gi SQ-a 4 5,C2*I zl SEPTIC TANK CAPACITY 1500 t°�,*LLbhg z � LEACHING FACILITY:(type)(1)SCOCj 3AIL Q&UMAK (size) v;Z NO.OF BEDROOMS OWNER SP IAfQ5 PERMIT DATE: 101 COMPLIANCE DATE: Separation Distance Between the:Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility V44 Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Al A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) • N/� Feet lie FURNISHED BY ��t�f�)t; ���'� � A-1- 3y ` Sr 8-1 , Lill 4 6-3 yi.3` g-S= 13 3' o 6 30.1 ° L'-4— ILV 2 3 C-S= 10.2° No. ak� 1 l-7 Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es ftpYication for Nsposar Opstem Construction Vermit Application for a Permit to Construct( ) Repair k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S'$ e*,L5TOC_, - Owner's Name,Address,and Tel.No. $0$-30 3- 0377 1-E)t �J015 KAT1v 5ptNOs Assessor's Map/Parcel 2 /q 31.E &- N P AP .1 -ro MA Installer's Name,Address,and Tel.No. 5(>8 7-� -(7 Designer's Name,Address,and Tel.No. G�4PGtoiacs - J'c. C-!vC r/1c7e2j&X: =04C.- ME- Type of Building: Dwelling No.of Bedrooms Lot Size J'V �L "sq.ft. Garbage Grinder( ) Other Type of Building R 6&rk- !A4L No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) 33<D gpd Design flow provided 7 9 a gpd Plan DateNumberroof sshe�ets (' Revision Date Title R 52 3R(�TQ�(_ NAJ I S Size of Septic Tank l S'n6 ems.[ )&)S Type of S.A.S.- �oL, goo 6A.(. Description of Soil—H�� Qx),ga$t,-t s 4X.JD a0EJoC-fP4UEL fv;2&Pt j Nature of Repairs or Alterations(Answer when applicable) QeA Zj,5Si( rA,(_14-/V cS&PTLG -rAAjj¢ -tD NAlt.) 6-13QX M t'X) SeQ C,4 Q LA54c34 Q(t CJ-IAaaLA�r S Cc I i T a 4���C f yF -:{�R,EC-� Syatc�yluDcl�1 G 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 Certificate of Compliance has been issued by this Board of He Signed Date T' Application Approved by r(\.�V1 Date \2 R` - Application Disapproved by Date for the following reasons Permit No. a 8 k�� � � Date Issued 2 " - - __-----_�---------------------------- No. f�- b ' `1 l -�� 4 + " Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computerpJ.- PUBLIC HEALTH DIVISION - TOWN OF?BARNSTABLE, MASSACHUSETTS es 01pplication for 33isposar bpstem ConOtCUttion permit Application for a Permit to Construct( ) Repair A) fiUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 9-2 (3P1l5T0L,AV6 Owner's Name,Address,and Tel.No. $0$-a7 3-- a 3 7-7 P a�� l 3 (-}�r�J�1K)lS 34 C spe -05 AJ R AP4_! MA Assessor's Ma /Parcel Installer's Name,Address,and Tel.No. jpg 1L+-r7-g'&-(-r Designer's Name,Address,and Tel.No. C-�4 P r✓ca>�DC L�icJ7��RIS'ES��- - SL �N6/NC���2►x14— Luc.. Type of Building:i i Dwelling No.of Bedrooms Lot Size 10 sq.ft. Garbage Grinder( ) Other Type of Building Q(-S(T>CIJT/ 4C_, No.of Persons Showers( ) Cafeteria( ) Other Fixtures /Design Flow(min.required) -330 gpd Design flow provided 3 7 9 gpd Plan Date Ak V&: �2 ��Number of sheets Revision Date Title R2 DR1 c— AUC_ f-N\/.4NAj1 S Size of Septic Tank ( $py C-y4t L /yys Type of S.A.S. Lam) goo &4.(. C,4A"A Description of Soil meb cdp4aSL s,4AjU a011o Ga*4 UEC, Wit/"I SQc RAQ Nature of Repairs or Alterations(Answer when applicable) &J61 -/C) S(90'T(G T#jL)(4 TD N 60 A-6 o c M L:4) SUO GALL-ou Lc kAl&x% CJ-Wr,� W t T LA 4-tC CT o F !'�-c-6�oC E G�rt� Sc�Rr�c�v1UD c IU c— Date last inspected: Agreement: L 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 Certificate of Compliance has been issued by this Board of He Signed Date ( - - Applicatiori°Approved by �(\1�G Date - - Application`Disapproved by Date for the following reasons Permit'No. U `� Date Issued 2 --------------------------------------------------------------------------------------------------------------------------------------- ~`" THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by_ `CAPc-4olDg at 99 N 5rn.(_ 40( 14 YAJ UXf has been constructed in accordance p / with the provisions of Title.'5 and the for Disposal System Construction Permit No. 0 A - I Zed Installer GAMW(bG LLX-- Designer 7"C Fj, —!�V ERRZ!06c- =1UC, #bedrooms 3 Approved design flow gpd The issuance of this ermit shall not be construed as a guarantee that the system will cti n as/ signed. Date Inspector U I U ---------------------------------------------------------------------------------------------------------------------------------------- No._ ab(V) - L J-7 Feel 7)(0 k'- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS disposal §�pStem ConBtCUCtion permit Permission is hereby granted to Construct( ) Repair(�() r I Upgrade( ) Abandon( ) System located at 22 3R t, /_ �tU t= T 1 S/ Il)1lf/S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. fn Date �� Approved by / ", i ■ON 12/21/2016 18:37 5082730367 :5222 P. 001/001 t■ %■ Town of Barnstable Regulatory Services Richard V. Scali, Interim Director = a►ntrerr�ert; MAM Public Health Division o M►+" Thomas McKean,Director - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: i 2- G Sewage Permit# 20 f (o -4f3'1 Assessor's Map\Parcel Z 9 I' `/3 Designer: 37G ) toeelcr► ' G_ Installer: C�Zw�a�- -hk�ceris Address: 2 8 5 y CaA\Derr �i hwCIY Address: 15 3 C�6,rnrr crc(a 1 54( CA Eask t af�lnann NA o2 3 $ • Masi z•e, }-�(} 0.2 fay 9 On P-— 9—1Ol GQ ewC&_ tOA14 rrseS was issued a permit to install a (date). (installer) septic system at s 6(15�0 �UP.�y� based on a design drawn by (address) G E'n Ain e4c zr C'. dated (desig er) I certify that 1 he septic system referenced above was installed substantially according to the design, w ich may include minor approved changes such as lateral relocation of the distribution b x and/or septic tank. Strip out (if required) was inspected and the soils were found se Eisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 1 ' lateral relocation of the SAS or any vertical relocation of any component of the septic yytem) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. 1 certify that the system referenced above was construe N nce with the terms of the LW apr roval letters (if applicable) JOHN L CHUBA� ILL dR VIL Onstalle 1 1 ature) M •4t 7 9� C S signer's Si na (Affix igXS_ s St mp Here) PL AS'F RETUR TO-BARNSTABLE PUBLIC E A H D N. CERTIFICATE. OF COM LIANC WILL NOT BE ISSUED UNTIL 130TIl S FORM AND AS- BUILT CARD A RECEIVED BY THE BARNSTA 3LE PUMnC HEALTH DIVISION. THANK YOU. Q:\Septic\Designcr Certific Ltion Form Rev 8-14-13.doc Town of Barnstable P# 15o20a- 7' �,, Department of Regulatory Services z i Public Health Division c Date 200 Main Street,Hyannis MA 02601 p+ V �� Date Scheduled 3 j Time � � Fee Pd. m Soil Suitability Assessmentfor Sew yge Disposal Performed By: Re/kola, Witnessed By: t 2S� LOCATION& GENERAL INFORMATION Location Address (SCAT I L, S P IAO' ��(S �©` �V�' . Owner s Name Address 34' GC_0kT01V �!�A-ku uc rW, MA Assessor's Map/Parcel: aq/ ��7� Engineer's Name Ze - -11 � -t XYJ0 -273 cgns�cac �rse��s cc,� 5 8 3?7 NEW CONSTRUCTION REPAIR _�( Telephone# Land Use:Si✓t��Q T�wl�(u / uueul�Slopes(`�) 0-3 Surface Stones r `l•d1'�P Distances from: Open Water Body �� ft Possible Wet Area d0 ft Drinking Water Well ft D�aihage Way > 101) ft Property Une fc Other ft SKCTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) . See affoch�d plan Parent material(geologic) �t�+w�Gs�. Depth to Bedrock 1" Ofi(f- �_ Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face /40 n R_ Estimated Seasonal High Groundwater > 1 2 o i I B DETERMINATION FOR SEASONAL ffi ' WATER TABLE Method Used: Depth Observed standing in obs.hole: In. Depth to Soil mottles: In. Depth to weeping from side of obs.hole: In, Oroundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor- Adj.Groundwater level s Observation PERCOLATION TEST bate 11196, Time,11-Avv% ' Hole# Time at 9" Depth of Perc �q� Time at 6" Start Pre-soak Time @ A!s 1 Time(9"-6") End Pre-soak Q d Rate Min./Inch <2 rYl tnl l t'1 Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(YIN) /V 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)weelc prior to beginning. Q:\SEPTICTERCFORM.DOC e 1'qJzd ' •°Ili 9 cj 1• bEEP•OBSERVATION HOLE LOG Depth from } foil Horizon Soil Texture .Sdil Color Sol l i'?r S,;'�`a Other w Surface(in.) (USDA) (Munsell) Mottling ,(Structure,Stones,,Boulders. t Consi stency.96'Gravell .. o-� •SL. 1� gala Mel. SA,, a- S—Y 613 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling . (Structure,Stones,Boulders. o sis a go G e DEEP OBSERVATION HOLE LOG Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) i USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%(3mvell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Noll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones'.Boulders. Co si ten 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 perv�i us material exist in all areas observed throughout the area proposed for the soil absorption system? MS If not,what is the depth of naturally occurring pervious material? Certification I certify that on d°•0 (date)I have passed the soil evaluator examination approved by the Department of Environmental Prorection and that the above analysis was performed by me consistent with the required trai ing,expertise and e erienccee/d'escribed in 10 CMR 15.017. Signature Date g �— Q:\S•EPTICkPERCPORM.DOC z 1 L No.-q/ FiLz .....io.0.0 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonstnutiun Vlermit. Application is hereby made for a Permit to Construct ( ) or Repair (XIS an Individual Sewage Disposal System at: -.88 Bristol Ave Hvannis --•-• ----- ............................................................................................... Location-Address or Lot No. .....P.inos..... .......•-••..................:. Owner Address a J.P.Macomber Jr. -••...................••••••----•-----••-•• -•-•-•---........•--•--..........•-------_----__ ....--•---------•••...•---.........._-----•--:----•-•..............----•••-._.....-----Q'-...... Installer Address Type of Building Size Lot............................S feet Dwelling-X No. of Bedrooms_________________a........................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------- w Design Flow............................................gallons per person per day. Total daily flow-------•--_-_-------•--------__.............gallons. W Septic Tank—Liquid capacity___.__.____.gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No-----------_------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. l................minutes per inch Depth of Test Pit.......... -......... Depth to ground water---_-------------------. G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ------••-------------------------•--------•----------.-..----------..._•------.._....._..•-•--••-••......................................................... 0 Description of Soil...............................................................................---- x U w . Sand & Gravel -----•--------------•----------------------•------•---•------------••--- ---------•-----------•-...----•------------------------------•-•--•-------...----••-------•---•-----••--•---------•----_-••--- V Nature of Repairs or Alterations—Answer when a licab e- ---------- --------------------------------------------------------------------------- 1-1000 gallon eacIng pig. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b eni' sued by the bo /ofalth. Signed .... l.,.... .... -------------- 6�7M(C ��.1. ..... .. ApplicationApproved By - --- --- ----- ----- -------------- --- ----------- ---- - ---------- ----------------------------------------------------- .....Y.. C...e. �...I.. _. Application Disapproved for the following reasons: ........................................................................................................................................ ---------------------------------------------------------------------------------- -------- --------------------------------------- Date Permit No. 'r�. .. Issued ............. ...�.�..---...---......... ------------------- --�[ . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE kler#tf rate of Qlamplianrle THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) by ------..':.J,:P-� c>ombar:...Jr.................................................:................................................................................................................................... at ...........8.8....Rri-s•tol....Ave.- Hyannis........................................................................................................ ................................................ has been installed in accordance with the provisions of TITLE 5 f The ate Environmental Co/de s e ed in the application for Disposal Works Construction Permit No. dated ......1� . . .......... ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BON RUED AS A GUARA TE HAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................................................................................ Inspector ------......---.....................--------..............--------......-----.............--....-- THE COMMONWEALTH OF MASSACHUSETTS Ab/1� BOARD OF HEALTH /�' TOWN OF BARNSTABLE No. -(••............... FEE$...32.t.0.0... Disposal Works Tunstru dian rami# Permission is hereby granted_Jd_EeMaCQMb.er...,Ir................................................................................................. to Construct ( ) or RepairY(X)) an Individual Sewage Disposal System 4 at No.......8.8_._Bris-tol---Ave...Hyannis........................................................ ............-....•- Street � 1 the application for Disposal Works Construction 'e it No �.... cla .... ........ as shown on ..,._�. / Board of Health DATE........:.... FORM 36508 HOBBS&WARREN.INC.,PUBLISHERS TOWN OF BARNSTABLE LOCATION ,�g/.3rrS/c, SEWAGE # 9/.J57 VILLAGE ASSESSOR'S MAP & LOT I INSTALLER'S NAME & PHONE NO. G�/Or� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) GL NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: _ f y-10// DATE COMPLIANCE ISSUED:��_�y- VARIANCE GRANTED: Yes No 1 J �� i � � � � � zy � S� � i' i . i �- No1.... Fss.... .30.-00 .- ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ,3 ppliratiun for Di.ipuuttl Works Tonstnutiun Frrutit Application is hereby made for a Permit to Construct ( ) or Repair (XIS an Individual Sewage Disposal System at: _88 Bristol Ave Hyannis .........._-- -- ..... ----------------------------------------------.............----------------------- ------ Location-Address or Lot No. .....p inos---- -- ...- - ........-• ---•-----------------------••--•..............._...--•-••..................•....••.--- owner Address w J.P.Macomber Jr. a ........... ...... -------- Installer Address dType of Building Size Lot............................Sq. feet U Dwelling-X No. of Bedrooms.................3..........._ .Expansion Attic ( ) Garbage Grinder ( ) 4 Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures .................................. w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ Li, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:+ •-••----•---•--•••......-••••-•------•-------------•---------•--....-----------------------......---......................................................... 0 Description of Soil........................................................................................................................................................................ x V .........---•-----------•-••--•-••-••--....---•------------•----•--------------------•-------•---•-------------------••-•--••-----••••--------•------•------••...•---•---•-•----------•--......---.•--••- w Sand & Gravel ------------ -----------•--•-----------------------------------------•-- --•---•-•----•-•••--------••--••---•-------•--••••----•••----•--...•--•-•-----------•-----•-----••-••-----•--............----- U Nature of Repairs or Alterations—Answer when a licab .................. ........................................................................... 1-1000 gallon e eac ing pig. ----------------------------------------------------------------------------------------------•---............-----------------------------------------------------------------................._...-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian a has b en • sued by the bo d of alth. Signed .--- 1...... ... 6�1 �91. ... Application Approved By . e. . .......... ..... Application Disapproved for the following reasons- ---------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------- - -- --- ---- ------------...-----------....--------...---....--------------.................... ........ Dat --- e Permit No. ....'��-- -- ------ -------------------- Issued ------------ r .. ..Wit..... ..... ........................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ` TOWN OF BARNSTABLE ,�pvlirafiun,for Dispuuttl Vurko Tonstratwn rrrutit Application is hereby made for a Permit to Construct ( )F,or Repair (X4 an Individual. .Sewage Disposal .. System at: -- ....Rr L61.S2�....�Y?... Va:1711� s........................:........ ..•-•--•-•---•--•---....._................_.... -----•------------------------------- Location-Address or`Lot No. $i ---.......................................................................... --.......---••.....:.-----------=•---........----••••--......----•••--------•----•--............-- Owner Address ...sT."P-o_Ma comb r....Jn................................................... ...._.._._...........-----••--• -...-•-•---•-•--..........-•--•---......... Installer Address Type of Building Size Lot............................Sq. feet Dwelling_7"rr No. of Bedrooms..........................................Expansion Attic ( ) Garbage Grinder ( ) a�_4 Other—T e of Building No. of persons...................... Showers Other—Type g p ------ ( ) — Cafeteria ( ` ) dOther fixtures -------------------------------------------------------------•--•-----------------------------------------.....---...........--•------�11....... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid'capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box_( ) Dosing tank ( ) Percolation.Test Results Performed b 'Da Date----------- ............................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water............... fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....................... P4 --••--------•....--•--......••-••••...._....-••--•--•••--•................•---------•••••-••-_---•--......................................................... 0 Description of Soil...............................................................................--•-•-----------------•-------------•-------------------------------•---......•-•--••--- x c., UW -•••---------.Sand---&-Grame 7,------------------------------- -------•--------------------••-------- Nature of Repairs or Alterations—Answer when applicable-•---------------------------------•-----___-•--•-•--------•---•..-----------•-----_----------- ................................................... pit. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia x has b ennnA suueed by the bo d of alth. Signed ....�.... ... . ... ./... .... ...�y. .....�........ ...n.................... Application Approved BY ........... J....i.. / . . .................................................... .... Date ` y ;.a Application Disapproved for the following reasons: ,.. ...................................................... ... ...... - ;1'e....---............ Date ..................... Permit No. .................... Issued ------------. g[ �/ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE - C9er#tf rate of Tompliattre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired (XXX) by--......`.Ja=P-$Macamber:...Jr.,................................................................................................................................................................................. Installer ,y at ...........-.8....Bxi..tol--..Ave .-Hy- .3n►_is............................................................................................................................•-•-......-------------------- has been installed in accordance with the provisions of TITLE 5 of The ate Environmental Code s e�t 'hed in the application for Disposal Works Construction Permit No. ..... ..... '.. y���� dated ......� .�. ... ........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARA TE TT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE........................................................................................................ Inspector ......................----...---.......................---------------------....------............ THE COMMONWEALTH OF MASSACHUSETTS Ab�� BOARD OF HEALTH TOWN OF BARNSTABLE- No.q................ Diupuuttl Works Tuns#rur#iatt f unfit Permission is hereby granted_J..P.aM-k.r—o b.e r'...Jr..----•-•----•-----------------------•---•---.......................................--•----...--- to Construct ( ) or RepairY(XX) an Individual Sewage Disposal System at No.......8.8..]�r�_c t Ql_-�u '... �! !1C11�1 ........................................................... fs................. / -.._.......... as shown on the application for Disposal Works Construction ,e sc>t tNotf-._../a!_ Dated�_ �.�._.%:.�..; .__.-_... / / Board ofealth DATE.............{P.. .•`�•. -----l._--f---.--.,..-__-..-.•-_-._.......... FORM 36508 HOBBS Ct WARREN.INC.,PUBLISHERS OF SHE Tp� Town of Barnstable Barnstable. P� O ". Regulatory Services Department j t3ARNSTADLS, "39: ,0 Public Health Division A�Fp 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO r CERTTIFIED MAIL 7007 3020 0001 3429 8141 May 19, 2009 Peter Georgakas 34 Edgerton Road Arlington,MA 02474 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II—MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. ..The property owned by you located at 88 Bristol Ave. Hyannis, was inspected on April 16, 2009 by Jaime Cabot, R.S. Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of the rental registration in accordance with Chapter 170 of the Town of Barnstable Code. The following violations of the State Sanitary Code were observed: 105 CMR 410.300 & 310 CMR 15.00—Title V. Septic system (permit#91-252) capacity is only for 3 bedrooms; 4 bedrooms observed. You are directed to correct the violations listed above within thirty (30) days of your receipt of this notice by removing the 4th bedroom by pulling permits to construct a five foot cased opening in the entrance to a bedroom or by upgrading the septic system to a system designed for four bedrooms. You may request a hearing before the Board of Health if written petition requesting same is received within ten(10) days after the date the order is served. Non-compliance will result in a fine of$100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation. Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. 4 RDER :F HE BOARD OF HEALTH as A. McKean, R.S., CHO Director of Public-Health Town of Barnstable TOWN OF BARNSTABLE BOARD OF HEALTH f ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date 1 Time: In 1 ����Out 14 4,91 it ow- [� f xtc-•sfox- Owner 1�C,R►-t�� gyp, NoS , U 9' iA-41 oggg4 s, Tenant Address 3Z( �ER--�CoW Address 5 EA VS 1Z i St o L- A-,i C . A(Z-L("4 -[0*4 "A 7 'q -.-X is, MA O L C,O I Compliance Remarks or Regulation# Yes NO Recommendations. 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 1 6P 6. Heating Facilities rz w 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities (fItLLA,cS SUS K-S 10. Curtailment of Service ✓ INJ It.tA,5 CA 11. Space and Use 12. Exits ' 13. Installation and Maintenance of Structural - j � �2 G c Elements —0 7 14. Insects and Rodents At F otiA C U/C2f, 15. Garbage and Rubbish Storage and Disposal (� T�^'�-1 e-O&'C-j lee, Q5t 16. Sewage Disposal v,q-t 2 7 17.Temporary Housing N14 18. Driveway Width 19. Number of Tenants Observed 'L PART II 37. Placarding of Condemned Dwelling; E N'TA 4••►�"� Removal of Occupants; Demolition -To 9C po T .• Number of Bedrooms 2 Lzf Z 7- Number of Vehicles Allowed (max) Number of Persons Allowe ax) Person(s) Interviewed 24S Inspector •$ If Public Building such as Store or Hotel/Motel specify here F oFSHE r� Town of Barnstable Barnstable Regulatory Services Department AS-A 'oaft BARNSTABLE, _ MASS. a 9�p 039. � Public Health Division ArFD MA'S e 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geder,Director FAX: 508-790-6304 Thomas A.McKean,CHO June 4, 2009 Kathy Lawless 4-4 Hallmark Gardens Burlington,MA 01803 RE: 80 Angus Rd. Hyannis Dear Ms. Lawless, As per our Discussion regarding the Board of Health Order letter dated May 19, 2009 I have enclosed a sample deed restriction document for you to complete restricting the property to 3 bedrooms based on the capacity of the Septic System (permit# 91-252). Please return a completed three (3) bedroom deed restriction with proof of recording to this office or if you prefer you may remove the 41h bedroom by combining two bedrooms into one as described in the order or upgrade the Septic system to a four (4) bedroom capacity. Please contact me if I can be of any additional help with this matter. Sincerely, I i Jaime Cabot, R.S. Health Inspector Town of Barnstable (508) 862-4651 i TOWN OF BARNSTABI6 BUILDING DEPARTMENT- COMPLAINT/INQUIRY vePORT Date f- /�- f J� Rec'd B Assessor's No. Last Name ,4 S First Name TC•4� ORIGINATOR Street._. �/`� S 'FUL., ,, Village A State Zip r Tele hone: Home �"-7 : - Work Description: �C , _ "COMPLAINT Eo .e INQUIRY to' � .. � c U av �O�xr L Requestor's Signature COMPLAINT Street Address 9�`O215-�l;, LOCATION �1/a + r ✓� r A= OFFICE USE ONLY INSPECTOR'S Date Ins ector ACTION/ COMMENTS i FOLLOW-Up ' ACTIO14 ADDITIOI7AL INFO. ATTACHED COPY DISTRIBUTION: i`HITE - DEPARTN..�.'I;T FILE YELLOW - INSPECTOR PINK - INSPECTOR (RETURN TO OFFICE Y.GR.) KZStl TOWN OF BARNSTABLE BAR-W t* 3323 Ordinance or Regulation WARNING NOTICE Name of Offender/Manager k�,`h .3J, n1I i Address of Offender 3 y FGrf I 'J� l�t+ MV/MB Reg.# J Village/State/Zip Ar 1, rG �b p m A o a ! y Business Name VAD am/CrrD on / )200/ Business Addressjx� Signature .of Enforcing Officer Village/State/Zip Location of Offense Rct t'7- r Xel " ,fit EnfVrcing pe t/Division Offense TA• 1--ftml4i NV' 16-^rf ( A4rd� Q (iAy ")rrJ �'VC ,n /AO Facts r '1 onmr rc.rT/+, P bV i .,i/ n �� LKi U. Tl C It This will sere only as a warning. At this time no legal Adtibn has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town'���� Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in V ov. appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. TOWN OF BARNSTABLE ; BAR-W Ordinance or Regulation WARNING NOTICE Name of Offender/Manager „ Address of Offender MV/MB Reg.# Village/State/Zip Business Name am/.dim; on 20 Business Address Signature .of Enforcing Officer Village/State/Zip Location of Offense ', ,`, Enforcing Dept/Division Offense o Facts This will serve only as a warning.' At-'this time no legal action has been taken. It is the goal of Town agencies to achieve voluntary compliance of Town ' Ordinances, Rules and Regulations. Education efforts and warning notices are attempts to gain voluntary compliance. Subsequent violations will result in appropriate legal action by the Town. WHITE-OFFENDER CANARY-ORD./REG.-PROG. PINK-ENFORCING OFFICER GOLD-ENFORCING DEPT. Health Complaints 26-May-04 Time: 1:53:00 PM Date: 5/19/2004 Complaint Number: 17433 Referred To: DAVID STANTON Taken By: DENISE WITTER Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 88 Street: BRISTOL AVE Village: HYANNIS Assessors Map_Parcel: Complaint Description: CALLER SAID THERE IS AN ABANDONED TRUCK WITH 4 OR 5 BAGS OF TRASH IN IT. CALLER SAID A RAT CAME OUT OF IT. Actions Taken/Results: DS WENT TO SAID LOCATION AND OBSERVED THE PICKUP TRUCK IN THE BACKYARD WITH BAGS OF RUBBISH. WARNING NOTICE ISSUED. DS CONDUCTED A FOLLOW UP INSPECTION ON 5/25/04. THE GARBAGE BAGS HAVE BEEN REMOVED FROM THE BACK OF THE PICKUP TRUCK. NO FURTHER ACTION REQUIRED. Investigation Date: 5/19/2004 Investigation Time: 3:50:00 PM 1 Health Complaints 20-May-04 Time: 1:53:00 PM Date: 5/19/2004 Complaint Number: 17433 Referred To: DAVID STANTON Taken By: DENISE WITTER Complaint Type: NUISANCE CONTROL REG. 1 RUBBISH Article X Detail: UNSANITARY CONDITIONS Business Name: Number: 88 Street: BRISTOL AVE Village: HYANNIS Assessors Map_Parcel: Complaint Description: CALLER SAID THERE IS AN ABANDONED TRUCK WITH 4 OR 5 BAGS OF TRASH IN IT. CALLER SAID A RAT CAME OUT OF IT. Actions Taken/Results: DS WENT TO SAID LOCATION AND OBSERVED THE PICKUP TRUCK IN THE BACKYARD WITH BAGS OF RUBBISH. WARNING NOTICE ISSUED. Investigation Date: 5/19/2004 Investigation Time: 3:50:00 PM �} 1 table Assessing Search Results Page 1 of 1 aLtA4tiilrRl3LF.v ". a r»- �33 iC - r V A z r � 7ldi i M iome: Departments:Assessors Division: Property Assessment Search Results _ 35 SUFFOLK AVENUE )caner: MICHAEL,JOHN Property Sketch Legend Map/Parcel/Parcel Extension 291 /122/ Mailing Address MICHAEL,JOHN %CAMMARANO, DOMINIC A JR ' r 48 CHERRY PLACE WEST NEWTON, MA. 02465 t004 Assessed Values: Appraised Value Assessed Value 3uilding Value: $106,300 $ 106,300 -xtra Features: $23,500 $23,500 Outbuildings: $0 $0 Land Value: $97,500 $97,500 Interactive Property Map: Ma re uires Plug in: Totals:$227,300 $227,300 1 have visited the maps before First time users Show Me The Man t (lr)` Click Here April 2001 photos available Sales History: Owner: Sale Date Book/Page: Sale Price: CAMMARANO, DOMINIC A JR 4/1/2003 C168746 $ 150,000 MICHAEL, JOHN 7/17/2000 C158401 $ 130,000 NG, KIM HOK-KIN &ANNA Y 11/15/1993 C131964 $85,000 RUFO, BRUNO& ROSEMARY A 12/15/1988 C116238 $ 140,000 CAMERON, DONALD F&MARY E 6/15/1986 C106727 $ 145,000 MINITER, MICHAEL F&ROSE C784490 $0 REDGATE, RICHARD L ETAL 3/15/1984 C95815 $69,500 BANKERS TRUST COMPANY 4/15/1992 C126287 $85,000 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $ 1,502.45 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax Hyannis FD Tax $461.42 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $45.07 Hyannis 2.03 West Barnstable 1.36 ittp://www.town.bamstable.ma.us/tobO2/Depts/AdministrativeServices/Finance/Assessing/AssessO3/displa... 5/20/200, i jk+able Assessing Search Results Page 2 of: Total: $2,008.94 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.26 Year Built 1963 Appraised Value $97,500 Living Area 1740 Assessed Value $97,500 Replacement Cost$129,636 Depreciation 18 Building Value 106,300 Construction Details Style Raised Ranch Interior Floors Hardwood Model Residential Interior Walls Drywall Grade Average Minus Heat Fuel Oil Stories 1 Story Heat Type Hot Water Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 4 Bedrooms Roof Cover Asph/F GIs/Cmp Bathrooms 2 Bathrooms Total Rooms 10 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $2,500 $2,500 BLA Bsmt Liv-Aver 864 $ 17,700 $ 17,700 BGAR Bsmt Garage 1 $3,300 $3,300 'Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) ittp://www.town.bamstable.ma.us/tobO2/Depts/AdministrativeServices/Finance/Assessing/AssessO3/displa... 5/20/200, T.O.F. EL.= 43.7't FINISH GRADE OVER D-BOX= 42.0'± FINISH GRADE OVER CHAMBERS= 41 .5' - 42.3' G E E AL i ES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE WITH COVER OVER INLET& I. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= RISER TO WITHIN 6 OF FINISHED GRADE �- . FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS BOX �` „ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL 41 .8 t 5 DIA. OUTLET(S) MIN SLOPE 1% 2 OF G OT X DOUBLE WASHED @ FOUNDATION= 42.6 t TO F.G. (SEE GENERAL NOTE#22) CODE AND ANY APPLICABLE LOCAL RULES. STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS 9" MIN. � DESIGN ENGINEER. COVER(3 TYP.) i PLACE RISERS ON ALL 36" MAX. 9"MIN. TOP OF SAS 39.33' CHAMBERS WITH PROP. SCH.40 " � 9"MIN. --- 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PROP. SCH. 40 36 MAX. 38.50' 36"MAX. BREAKOUT EL= 39.00' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. FINISHED GRADE t13' PVC SEWER 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE@1% 3" 2" DROP MIN. 3 9 L=65't 3" DROP MAX. _ MIN.SLOPE @1% PROVIDE WATERTIGHT o ELEVATION= 39.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM �-'" JOINTS (TYP.) o �w� 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF * ' , SEPTIC TANK 4" PVC OUT TO 0 0 0 0OOD 0 0 O 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. - 04 - 14 39'75 O LEACHING FACILITY o0 00 o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 40.00' 12„ 6'q o0 00 � 000 � 4I OUTLET TEE 39.00' MIN. 38,83' 2' Q o 0 0 coo 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 0o ao 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE a o 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 16.1'OFFSET TO FND COMPACTED BASE AND DESIGN ENGINEER. 5 4.0' 8:5' (TYP) -� 4.0 4.0' � 4.0' OUTLET DISTRIBUTION BOX 4.83 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00, 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 25.0' (TYP.) ESTABLISHED ON THE TOP OF REBAR IN CONCRETE BOUND AS SHOWN ON PLAN. OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 31 .50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE C PIPES TO BE LAID LEVEL. 36.50 12.83' PROPOSED 1 ,500 GALLON CONCRETE SEPTIC! TANK 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10'-6' WIDTH 5'-8" DEPTH 51-811 (Dimensions per Wiggin CROSS SECTION VIEW 1 888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING Precast Corp., Pocasset,MA) DISTRIBUTION 4 TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORD& E TIC TA l L TAIL CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE p 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING PLAN NOTES: ' "` L TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM PLACED ALONG THE TOP EDGE OF PERC NO. 15202 APPROPRIATE AUTHORITY. 1.) MAGNETIC MARKING TAPE SHALL BE C S8 b a INSPECTOR: David W.Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EACH SEPTIC SYSTEM COMPONENT. MAP 291 ..k r EVALUATOR: Bradley Bertolo, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR TRAVELED 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF LOT 141 9 ZONE 2 WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. „�� � C.S.E. APPROVAL DATE: .July, 2003 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST , 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL " tt DATE: - November 8, 2016 TCONSISTENT WITH TEST PIT DATA. MAP 291 ,� /. 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE BOARD OF HEALTH IF SOILS ARE NO .. '� .;: TEST PIT#: 1 LOT 142 . � i� MATERIAL IN AREA BENEATH AND FOR FT. ON ALL SIDES OF LEACHING FACILITY. P APPROVED ZONE 2 tr D . �= 1. .. ELEV P= 3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DE O EXISTING CESSPOOL TO BE PUMPED& Fl�LE.. WITH �,, E E TO `41.50 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, THE GROUNDWATER PROTECTION OVERLAY DISTRICT, OR THE ESTUARINE CLEAN COARSE SAND PER 310 CMR 255(3) _ FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). WATERSHEDS. (LOCATION PER ASSESSING AS-BUILT CARD) ELEV WATER 31.50 • ; „. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN { y, PERC RATE_ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. x PROPOSED 1,500 GALLON SEPTIC TANK r* DEPTH OF PERC= 24"-42" 16. PROPOSED PROJECT IS LOCATED WITHIN: LOCUS ✓- ,r TEXTURAL CLASS: 1 ASSESSOR'S MAP 291 LOT 143 OWNER OF RECORD: KATIE SPINOS EXISTING LEACHING PIT TO BE .''. C/O ESTATE OF KATIE SPINOS :, PUMPED& FILLED WITH CLEAN �'� Y. BRIS ; .. . ..:. `` ` C 0�, 41.50' PER 310 CMR 255 3 � '4�. `... : ADDRESS: 34 EGERTON ROAD COARSE SAND O ` Sand Loam / � "' A 10Yr 3/2 ARLINGTON, MA 02474 ��.- 40.83' FEMA FLOOD ZONE X Benchmark X.lC Dh Top Rebar in Bound ' Sandy Loam COMMUNITY PANEL# 25001CO566J CID B Elev. =40.00 F11'� 10Yr 5/6 17. DEED REFERENCE: L.C.C. 137310 Approx. M.S.L. . o _ 9 18. PLAN REFERENCE: L.C. PLAN 14034-A 24" 39.50' ALL DISTURBED AREA H 19. E S SHALL BE RESTORED TO ORIGINAL CONDITION. Perc Med-Coarse Sand 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 42" 2.5Y 5l4 38.00' �'" C_1 ° FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY M c,G -�X r LP 42� t�'; 20%Gravel o r� �� 1 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. v �X ;, 2 HC-1 " .t. 84" 34.50 O \r y MAP 291 8 21. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL Z ` w, c90 LOT 144 ;. REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. 4 \14 O - " N ' 22. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A O DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A J m . /® � OEG� � 'o r C-2 Medium Sand ,. NE�p,Y -LNG PP 2.5Y 6/3 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. g�T pR GO Q ® �� LOCUS PLAN `� 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE T / � SCALE: 1"= 1000' APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): 120" 31.50' (1.) A 9.9 WAIVER(20.0- 10.1 ) FOR THE SETBACK FROM THE LEACHING FACILITY TO THE No Standing, Weeping or Mottling Observed HOUSE FOUNDATION. ��✓ J�" 9 p 9 9 EXISTING DESIGNDATA TEST PIT DATA z �` / e G \ 3-BEDROOM PERC NO. 15202 LEGEND C '` HC-2 DWELLING INSPECTOR: David W.Stanton, RS 50x0 EXISTING SPOT GRADE m n t `G TOF =43.7'± NUMBER OF BEDROOMS (DESIGN) 3 -o r EVALUATOR: Bradley Bertolo, EIT, CSE --- 50 - EXISTING CONTOUR .A Q �c' DESIGN FLOW 110 GAUDAY/BEDROOM q O \� C.S.E. APPROVAL DATE: July, 2003 A TP 1 `� TOTAL DESIGN FLOW 330 GAUDAY � 0 PROPOSED CONTOUR NR` DATE: November 8, 2016 rn N{ -N (3) `�� DESIGN FLOW x 200 % = 660 GAUDAY ❑/H/w EXISTING OVERHEAD UTILITIES p / (6) `�, � Z,� TEST PIT#: 2 41x5 10 -w w w- EXISTING WATER LINE / \ USE PROPOSED 1,500 GALLON SEPTIC TANK t'° T MAP 291 ELEV TOP= 41.50 41x5' :(2)_4, \ LOT 143 ELEV WATER= <31.50' GAS GAS EXISTING GAS LINE o'' o TREES © 42� 10,626±S.F. m 1 PERC RATE_ � TEST PIT LOCATION INSTALL 2 - 500 GAL. CHAMBERS W/ AGGREGATE DEPTH of PERC= o HC-3 Q O O PROPOSED 1,500 GALLON SEPTIC TANK SIDEWALL CAPACITY TEXTURAL CLASS: 1 PROPOSED(2)-500 GALLON LEACHING I \ (LENGTH + WIDTH) (2 SIDES) (THIGH) (0.74 GPD/S.F.) = GAUDAY CHAMBERS WITH AGGREGATE p (25.0'+ 12.83')(2 ) (2' ) (0.74 GPD/S.F.) 112.0 GAUDAY LP EXISTING LEACHING PIT x: \ oil 41.50' 50� Sandy Loam CP EXISTING CESSPOOL PROPOSED INSPECTION PORT / 6" �� BOTTOM CAPACITY A 10Yr 3/2 PROP. D-BOX u \ N6 51 /. (LENGTH x WIDTH) (0.74 GPD/S.F.) GAUDAY 8" 40.83' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE / 3 (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY (4) B Sandy Loam Q PROPOSED DISTRIBUTION BOX / 10 0'5 O PROPOSED 500 GALLON LEACHING CHAMBER 1--'' 10Yr 5/6 O / � TOTALS. 20" x �� �4. TOTAL NUMBER OF CHAMBERS 2 24 39.50 REV. DATE BY APP'D. DESCRIPTION I OAK o' �� N WS TOTAL LEACHING AREA 472.2 SQ.FT. Med Coarse 2.5Y 5/4 and PROPOSED SEPTIC SYSTEM UPGRADE e o. TOTAL LEACHING CAPACITY 349.4 GALJDAY C-1 20/o Gravel o PREPARED FOR: ' 3 g4° 34.50' l N CAPEWIDE ENTERPRISES i LOCATED AT C-2 Medium Sand - 2.5Y6/3 88 BRISTOL AVENUE s4 \�s\o �oG� SWING TIES HYANNIS, MA 02601 P`��'.�(1 DESCRIPTION HCA HC-2 HC-3 � Off' E`NP 120" 31.50' � - -- SCALE: 1 INCH = 10 FT. DATE: NOVEMBER 29, 2016 �CJ� \JP'� SEPTIC COVER IN (1) 30.5' 44.9` - 'l t�A 0 5 10 20 40 FEET Q \O�QR - No Standing, Weeping or Mottling Observed or p,0 SEPTIC COVER OUT(2) 37.0 37.7 ��` cy ® l r ego JOHN L. G��� PREPARED BY: RESERVED FOR BOARD OF HEALTH USE 1 JC ENGINEERING, INC. CORNER OF STONE(3) - 13.T 18.1' ��( / ���C-�-� l�� r �G1�1 C��i(- I �,o CHURCHILLJR, � J CIVIL 2854 CRANBERRY HIGHWAY o CORNER OF STONE(4) - 36.9' 17.T p N0.4t807 CORNER OF STONE (5) - 41.7' 28.4' 6/A� \1z '�(� tiny ( •. ` AP0F��c ISTER�� 4 EAST WAREHAM, MA 02538 / 508.273.0377 SITE PLAN . <<� ° �-. � . SCALE: 1" = 10' CORNER OF STONE (6) - 23.7' 28.7' Drawn By: JC Designed By:JC Checked By: MCP JOB No.3659