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HomeMy WebLinkAbout0017 PEARL AVENUE - Health 17 Pearl Ave Hyannis A= 287-003 0 ory N/F (TO be demolrshed35� .k a, 3H) L ISS F refu 1 CB/DH ppOpDSEp POOL fENQ ,X H)R>OSE 161J0• . Ab Ge.ge �IGvtu M v MJ IS BIOA 6e164cN 1. �.- fin: !/' ErglMg sw"Sysle f 1"d —' -! B.O.H.A4 Bot lie Cad 1 Abondo-d.Lecetion Apprpxrmale O PROPOSED 30 9'A. PROP0.=WWA(E OI�QGL$Kl[Y '�4 �. PO01 n,� •% 8 D LOCATION MAP AJ SHOWN a A PUN BruMt (I•e3aDOs•) ''u�p T�Jna�suRktr m� 19 PRQPDSED rENCI . .�0 vj � ,l. _, _ r✓ PR vrno.._ Rr,._� hi S �.. Y I« 84R4'r•it yA 1 F/iJN AND S1EP$ i PRryPOgO m /' IS"Bla H ,np ASPN DMIV / It 1 \ 1 { .)J)J<. .._..9,. 588'OB'19 cB/OH t� '2I9)6•r� / s L f% `•t d.. 1PRCppSED CEDAR �50� l"',a mcr �PROo052D SEWAfF OYSP(KAL SYSRY AS 9t011N fYl A RAN BY 1 AND HUR4FY o O I �Ua town { k'� :v 1 • v pl/ O f 2 Stwy o$ I a} I ,. )3•JD"W W d frome D lI B Besemenl W Ik :1�6 U 3 H6D?'ID•W ASSESSORS REF.: Area Tota _ _ I o.J•.ow Nov 281•Percel ooJ o.. 26,632t5F ce„r e Pc m 8 a49• REFERENCES: Dee,d Bk.3337a Pg. 140 —55— / _ by !!!!,« 1 Plon Bk. 151 Pg. 11 \'z% - '/' ✓ FLOOD BONE: re RHa. 'sl•w�� —_50_... I Z x CommurfyPonel N0. 15001 C0568J July16,2014 /,I Lomas ZONE: u nad _ b•� .r. 38)P4rcN UOT TB FI�a45 g RF-1 ' Area(min)43,560 SF - � Frontage(min)20' M4nna ,� Selbocks - o9N IB>Pwc41. 141 ' Fron l 30' Side 15' Rear 15• �M o Le end: �" o "_ 9_ 3 � z g _ O Deciduous Tree NOTES: a 5�' - - 00 vrres Js— Efe.ti Elevation Contour 1.)The properly 1'ne inform0ti0n shown wos compiled from Sp01 Elevollon pvo Noble record nlormOfron' '(`. O CB/DH 0 SB/DH 2.) The lopoy ped<meIi at was obl 231 from o on the O Utility Pole grOvnd survey Oerformed an or bet weep 23yTJOV/20 and Y ID/DEC/20 x1. o Guy W- / • Reber w/Cap J.)The dlum used rs apvroxrmofe NAVD'88.0 hxe0 meon W eea levell m.eow tN OF M4,T,, ttt G. Irving (40' Wide — Public Way) 168 AVenue JONAL E��\ TIRE: Site Plan PREPARED FOR: PREPARED BY.. m Proposed Improvements ! CapeSuni' At Sullivan m� Christian F Brunner a w.x��eey ad svue.c --� 17 Pearl Avenue - _ O I Nl>ua DI655 (SaB)430-J9Bww copew99clox Barnstable (Hyannis Port) Mass. 0 0 1. 30 .o eo Draft: ASL ?Draft: DAT£: SCALE:... .. .."'..:" Re D Re ew: Aprf112, 2021 � 1"e:20' � _---_.—�_._— Pro{,f 199816 7998765 )Prop BrunneriJaxtrmer r fVk `r3 •. c ^-7 TOWN OF BARNSTABLE r LOCNUON , l ��x ` Olt T61 SEWAGE# .;?d VILLAGE �}`� '`I ASSESSOR MAP&PARCEL . 217 oy INSTALLER'S NAME&PHONE NO.TO SEPTIC TANK CAPACITY LEACHING FACILITY:(type),3 S'uti (®c,Q x 31 S- ' ('size) NO.OF BEDROOMS OWNER r, PERMIT DATE: Z COMPLIANCE DATE: �6 Separation Distance Betwee 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 w .._, Ob � � S 'Ell . 'c e t f i f PiA �`° ;`/ TOWN OF BARNSTABLE LOCAT?ON 7 �PG�L +4V� SEWAGE VILLAGE ASSESSOR'S MAP PARCEL�?_f 7- INSTALLER'S NAME&PHONE NO-FcD SEPTIC TANK CAPACITY LEACHING FACILITY.(type)(' 5� "(size) `U$ X(— k NO.OF BEDROOMS OWNER X'VArl-e V' PERMIT DATE: a .1 COMPLIANCE DATE: Z 6 2 Separation Distance Between : 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 A 1 3 � r No. Fee " THE C�'4106NWEALTH OF MASSACHUSETTS Entered in computer:�— PUBLIC HEALTH DIVISION`"TOWN OF BARNSTABLE, MASSACHUSETTS Yes rk ftpliLotlon for Mispo8Ar *pstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 17 QeA Qa r-% ! . wner's Name,Address,and Tel.No rl ftZCv, V4AV&J t_- ; Sl`KnAc�r 3 Sa�wrD�i ►- wtc��-sick, Assessor's Map/Parcel -Z4'7 -'DD,3 ®, fl2, Installer's Name,Address and Tel.No.'tlg G LaeTy-el Designer's Name Adc}ress,and Tel.�I�Jo. \\ 4, _ fey aac� f�8 �= SsEt�✓ / S !�i$ 1,r Z� y� u — Type of Building: Dwelling No.of Bedrooms C �t, Lot Size , sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /_ Design Flow(min.required) 669 gpd Design flow provided �Q 2c gpd Plan Date ®3 Ica 12A2,1 Number of sheets � Revision Date Title Size of Septic Tank k-2Q lJp 9 Type of S:A.S. a 64 Description of Soil SCC/, (tJG'{ Nature of Repairs or Alterations(Answer when applicable) C-A/ 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 nvircZnental Code and-notAb"place the system in operation until a Certificate of Compliance has been issued by this o ealth. i el Date Q 2,02_ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. ' (15' "� Date Issued ,z No. C1� �. ' (/ Fee , " ; THE COM�VION. EALTH OF MASSACHUSETTS o Entered in computer: PUBLIC HEALTH DIVISCON�TOW.N OF BARNS:TABLE, MASSACHUSETTS Yes tication for Disgosar *pstetn Construction 3rrmit Application.for a Permit to-.Construct(VrORepair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.117 Ye f l v� Ely ^rt -stor Owner's Name,Address,and Tel.No.0 r s hGeA - Assessor's Ma /Parcel t"00 ver 13rx SayA�alG- 1 t'- U✓Ulegt�y P �= 3 /�!p 1P)Z6fV Installer's Name,Address, � anduel.No.'fo�, C l.D�f Designer's Name,Address,and Tel.No. k\ Cc,2C, , j, �oytf- 1`cr_,LYClt'L�� lv$ �•tv' Srrfcc �� �u �ilg �t�r �ir y r ! . r,1r- /11.6 1t-• OAP t 6. 7] S o� ?�. Type of Building: Dwelling No.of Bedrooms Clr x Lot Size aft03 sq.ft. Garbage Grinder( ) f. Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) lL710 gpd Design flow provided R9 gpd Plan Date 03 I ext`Zio2,1 Number of sheets Revision Date Title t Size of Septic Tank �•( j Type of S A S l(1) ' �,.1 _ �� n1})�'( - Sep 1�a Description of Soil Nature of Repairs or Alterations(Answer when applicable) �/('1/ Sty��� � � 7r r �l-a� • #`� '* "�4�.3 `W"<.: i`'��.�r:er"' � � ��-+C°>; k i„ ' ... .. .r1 . ..'v t f d``�' i ..1°t s d ,•� r Fw r"xi.ti�� " Fx! . ` spate last inspected: F 11 5.. A '"Agreement *",r The undersigned agrees to ensure the construction and maintenance of theafore":described on-site sewage disposal system in "* P. accordance with-the'provisions:of Title 5 of the EnviroL ental Code and-notto place the system in operation until a Certificate of Compliance has'been issued by'this.Board of H alth. • , t ignecl . c ¢. Date f ztt,' D _ Application Approved by', Date .- Application Disapproved by Date for the following reasons , * , ;; Ma. t' C t s Permit No. � 1 "" '' ( Date Issued ------ _ .: _ - -• -- -- - - --- - -- -- -- - - --- ------ --------- ---------- THE COMMONWEALTH OF MASSACHUSETTS b# '' .w BARNSTABLE,MASSACHUSETTS " ` t Certificate of Co�ntpliancer g e.� THIS IS TO CERTIFY, V i C Y,that the On site Sewage Disposal system,Constructed( Repair ed red( ) Upgraded( ) Abandoned b 4MI.0cp - at t? Qp&r` k:AP ' SA A,` hew p has been constructed in accordance _-vim. ✓� ��, y with the provisions of Title 5 and the for Disposal-System Construction Permit No. y-IC dated C^ litl' Installer Designer 1C �,= f. �,a r►&_j #bedrooms Approved design flow —� , i ! ✓-gpd The issuance of this permit shall not be construed as a guarantee that the system will font'on, designed. is Date J/ Inspecto'r-...,- No r' 1 f 0 Fee 1 -° THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposar 6pstem Construction jhr1YCit Permission is hereby granted to(Construct( ) Repair( ) Upgr V' ade( ) Abandon( ) System located at l7 RA Id /Z y An yl )s lou '" 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 m st b completed within three years of the date of this permit. Date _ � �-• c�-'� 4 `APproved,by Town of Barnstable Inspectional Services 1 Public Health Divisions IAENWABL& 3 t NAM Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office. 508-962.4644 Fax: 508-790-6304 f. Installer& Designer Certification Form �czl�log Date: Sewage Permit# '2b jC Assessor's MaplParcel Z8 003 r.• Designe h ✓ rJ, Installer: +orw C',�,Lc,e- l Address: W o � A esa: On , was issued a permit to install a date (installer) septic system at V 1 Ve"! Ay emk tt-ofta a based on a design drawn by (address) m dated Zl ''AfAor (designer) " I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify i that the septic stem referenced above was installed with major changes (i.e. p greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required)was inspected and the soils were found satisfactory. - I.certify that the system referenced above was constructed i with the terms of IAA approval letters if a' licable) � TIC, _ DAVID D. FIAHERTY,JR. N (Installer's Signat No. 1211 SgNiTAR\ - (Designer's Signature): (A , ix Designer's Stamp ere PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, CERTIFICATE e OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH TAQ FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARN TAB PUBLIC HEALTH DIVISION. THANK YOU. WoaldeptAMEALTMSEWER conneoASEPTIODWIgner Certification Form Rev 814-13.DOC Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 2pplication for -misposar *pstrm Construction Permit 'Pc,n� = -2,Pw Z Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6, `t,�y p.t 1-- ��f��'s"' c4� Owner's Name,Address,and Tel.No.C6,)T; s Assessors Map/Parcel `t4 0 03 M ' Installer's Name,Address,and Tel.No. J c,�;4*i'r.tol Designer's Name,Address,and Teel..No. tik`i 1,d— 5 Vj%.7(_ '��i/ �j ,..tVv ��p �`✓ `9 W�: i�'b a q°ti+-:' Type of Building: Dwelling No.of Bedrooms �" Lot Size 63'L sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3® gpd Design flow provided L gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 1k-Zip Type of S.A.S.( 14 a q� �0 Chw%;b to Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Boar Health..- igned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — Date Issued '.. �. Ni ..:� � Fee j Entered in computer: ✓,. �. THE COMMONWEALTH-OF MASSACHUSETTSYes , PUBLIC HEALTH.,DIVISION TOWN-OF BARNSTABLE, MASSACHUSETTS � u= ftprication for Mis at �4'Mr r Construction 3permit R-01 + ` �AA" f Z Application for a Permit to Construct( Epair( ) .Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 11 P �I_ kh�1.4 Owner's Name,Address,and Tel.No.CAfn 1, (3C.+ealvC f SQat"•oi +l t�s�, �a' Assessor's Map/Parcel 'Z;r7 c o3 m • O 4 1 { Installer's Name,Address,and Tel.No.-�{®„ C,�;b Uor, Designer's Name,Address,and Tel.No.A.h C4 Qa- f yyp�� m, cE. ric� ,rlf 6fti��j. ([lynC°!3 +r '� cLR 5ti.ty �/q < �5 "3 I Type of Building: Dwelling No.of Bedrooms Lot Size . 637- °r sq.ft. Garbage Grinder( ) Other-: Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd r Plan'- Date Number of sheets Revision Date Title Size of Septic Tank W"`d,is 1 o O Type of S.A.S.(3 0� —"1 n ikib era" Description of Soil stet• t1 a Nature of Repairs or Alterations(Answer when applicable) } ^.,���`°`y,;f �.� .i��. •...: 1,� .�L_•�'•~� III Date last inspected: Agreement. The undersignedYa rees to ensure the construction and maintenance enance of the afore described on-site sewa ge e disposal system in •x;,,. { 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 b this.Boar Healtfi. P Y / 5 g `JET/ Date _•r ¢ pp pp �A lication A roved by �' - (_„ � � Date �^ :x Application Disapproved by Date ",.for the following reasons . 'Permit No' Date Issued / _____ -. - .__ --•---. ,- --.- _.-_:------ -__.. --__-,....-_-..__._. .. THE COMMONWEALTH OF MASSACHUSETTS 4 BARNSTABLE,MASSACHUSETTS Certificate of Compliance � THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( )4'~% Upgraded( ) • I t Abandoned( )by A e_ . L�t .ee,A at 11- A Ae,— � has been constructed in accordance M a _.� r' Ate. ./c •� �,,6_s• ._ with the provisions ofe 5 and the. for Disposal System Construction Permit No dated / Installer i JAI Designer Lu. cictoc Wj,_" R" A LANf ¢r .�• #bedrooms Approved.design floow —�., gpd The issuance of this permit 'hall not be construed as a guarantee that the system v5�ill functions �des gne•. Date Inspector ► . No r-J_.t� - I� 1 Fee W`f ! THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Veposal *pstrm Construction Permit Permission is hereby granted to Construct(hexIct Repair( Upgrade( ) Abandon( ) System located at AXWo � � and,as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r Title 5 and the following local provisions or special conditions. Provided;Construction must be completed within three years of the date of this,permit.: Date .�� v Approved by'�..,,;. .� Town of Barnstable Inspectional Services s Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 - Ct R ^ ' dt Installer& Designer Certification Form IC40 Date: r" 0 Lo -t Sewage Permit# �i�L_ IteR Assessor's Man\Parcel 28 �03 Designer: s 4io,, J f ' Installer: "� �� b c-'`k e Address: U 1W W o A rasa: �tz &1-r4A_o On was issued a permit to install a date (installer) septic system at t'l Qt*r( AV#Mh-L 6 based on a design drawn by (address) dated 21 41 i V 'It iG✓•T$L �Z t (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i with the terms of lowIAA approval letters(if a licable) �N oho?� DADVID yes; 0 FIAHERTY, 3R. iD (Installer's Signat No. 1211 ati' "GIST SANITAR�P ,r (Designer's Signature) (Affix Designer's p ere PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT C ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVIS THANK YOU. AtoaWeptAHEALTMSEWER connecMEPTIGDeaigner Certification Form Rev a14-13.DOC i TOWN OF, jjB� ARNSTABLE d 4K LOCATION SEWAGE # j 7 `dl i VILLAGE J ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY Qjfa LEACHING FACILITYAtype) !/V.fI (size) NO. OF BEDROOMS PRIVATE WELL /OJR PUBLIC WATER BUILDER OR OWNER ,'117#, `• 'OUR ��� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: -'�.- VARIANCE GRANTED: Yes No L/ i J� \ 1 1 AESSORS MAP NO: 3 No...... = PARCEL N0: Fss.. ................ PPROVED THE COMMONWEALTH OF MASSACHUSETTS Barnstable Conservation Depatument BOARD OF HEALTH lam, '` TOWN OF BARNSTABLE Sato Appliration for Diopoittl Work,6 Tomitrurtion Fautit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal A System% 21 Y.4..... d . Lo ation-Address r� r'Lot Noy Owner dres 111sj -u s----•-----------------............ s.IA..--•---------------.............--- Iler Address d teof Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.--_6...................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type 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.160.0_-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. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water.-_--..--_-__---_----. 9 -------------------------••---------------------------------•---------•-•-----•-•-------------••••--......................................................... ODescription of Soil--------------------••-•---------------------------------------------------------------.---------------------------- x x ------•------------------------------------------------------------------------------------------------- ----- = - ------------------------------------t U Nature of Repairs or Alterations.— wer when armlicable._. l�F..._.--------5;%( !---= ..._._______1SQ _ .-1.........._. ------.f�-��-------.------.( --1.N: i---ll-fA i...... �= ` 0-;N6------------------------------------------•-----------------...--------------- 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 been issued by the board of health. Signed ��U� ... `�.-./.V- 2,2- ----- . Application Approved B Date 1 q Application Disapproved for the following reasons- ------------------------------------------------------------ ------------------------------- ............................................................_................ .. _-----------.Dace................. Permit No. ........9.,6...-....(9..1 ----------------- Issued Dare No....... ' -t?•� ® J Fxs. (�._. a� �... THE COMMONWEALTH OF MASSACHUSETTS y� BOARD OF HEALTH TOWN OF BARNSTABLE f Appltratilatt for, Diinpuuttl Nurk,64unutrurttun rrrmtt s Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal System at: CA / y .............�.',.._. e <... . ..---- .'}'✓Qltl/ J- - Cl?I _ .......-- __.. P............................................. Lo anon-i\ddress No ....QJ11l� �...._ �a. ............ -----------------•------------_... .. , °tI ...... - W Owner Ad ress ......- eeof fir`' Um s••-------•-•••---•----------- � /�� 'x�,�d± < '------------------------------------- ----- ---- Ins installer� Address UBuilding �^ Size Lot............................Sq. feet Dwelling— No. of Bedrooms--_.6________________________________-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. R: Septic Tank—Liquid capacity_60-0--gallons Length________________ Width---------------- Diameter................ Depth................ as; Disposal_Trench—No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. �* Seepage Pit No--------_----------- Diameter-------------------- Depth below inlet..............:::._Total leaching area..................sq. ft. iz Other Distribution box ( ) Dosing tank ( ) r Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1:..............minutes per inch Depth of Test Pit-__---___________.__ Depth to ground water........................ 44 Test--Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0 __._____--•--------------------•--------_______-_________--------••-----------------•----------••-•--•------------•---------------------•------•------------- xDescription of Soil-----------------------•-------------------------------------------------------••-••----------------•----------••••--.---------••---•--------....---------•-•----__-_.. ------•----------------------•--------------•-•..__.._.._...-------•------------•--•-•-----------••---------------... ------------------------- -------------------------------- U Nature of Repairs or ACl�terations,—/,,A sorer when a icable._. �/jF __.__.__5 � _...____.___ d-- A- ------------- -IC-_-��-------"-----.fib /.`il�sr_�l-! A vi3.. �`''- A...- O.INf •--•--------------- ---•---•...-------•--------•----------------......._.. 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 been issued by the board of health. i g Ot"_ E � o i/ l Signed . - ' ---- --------------------------------- Application - /C� '9 ....:...... 1.0 Approved BY � � E' ✓--�e--- --�--- --------------------------------------------------------------------- Application Disapproved for the following reafonf- -----------------------------------------------------------------------------------------............--------------------------- ---- ----------------------------------- --------------------------------------------------------------------------------------------------------------- -------------------------------------------- ........................................ Permit No. ......... -.....tf�... . � .. .... Issued -----------------------------------------------------Dare------ Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certifi ate of Ca ttlatiartCP TH IS TQ CERTIFY, - at the Individual Sewage Disposal System constructed ( ) or Repaired (� ) bY----------- 0(k,l/GI� �. ..✓>..0�----------------- Insr.Jlcr at ..- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ------Y----> ---/'-r...... dated -------.---------------_--------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE w SYSTEM WILL FUNCTION SATISFACTORY. DATE.... ..._----- -------- ------- - Inspector - _--- --------------------------------------------�=L _-_----------------•---`� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH (b / TOWN OF BARNSTABLE No.._! ....!_��s FEE.. _�_l ....... �iu�uutt u ku �urn�r�tiun �.ermit Permission is hereby granted OKG!0I -•--•-..------- (,�t�. fl'T---•--•-------------------•-••-----•--•-...---........----- to Construct( ) ••r Repair, (>C) an`-Individual Smva e isposal System Street ��� as shown on the application for Disposal Works Construction Permit No._.��.:.._______�__ Dated........................................... C DATE G Board of Health -1-/ --_ I-- ------------------------ FORM 36508 HOBBS"ARREN,INC.,PUBLISHERS TOWN OF BARNSTABLE f, LOCATION /;p' � 1. ' Qi rl SEWAGE # Qj` VILLAGE ;,Hl�,i����S,��S�_ ASSESSOR'S MAP & LOT-, INSTALLER'S NAME 6z PHONE NO. /I✓�U � b SEPTIC TANK CAPACITY Z—,j6- z LEACHING FACILITY:(type) 8 11V fi/1jQ,4%,C r. (sue) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER_LZ,-// DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED; VARIANCE GRANTED: Yes No , J71 P- .q w c7l) _ j } LOW � Lo 3 ^r� 5 � , Eft S'�iNG let y CvagAIE .10 / �`- 'Z o l cvr3'Z �J� � �� +.tz,'I # �2 v:r frZAWN a SEA' q PCsep -- .50.0 r -11 YA PJ // I 4 -2 Selo y_ TP a E,ciSTt 'FAIAFF(W�r �Ave- AEA � `= _ - . . •� � 5 t ,r P �ae i�� � t SA 5 r /' 4 ,�: _= a 24.55-•- =-- f Q ~ `• ^ =' L 'EC - Jp v�vti� +jam . ".. "11 v(t 16-1.olg' `ta Q lei 1.) AsAssessor's M()p 237 Parcel 063 7 VfO •, / . .. ` ` ,r / 3. Pt. 13K 151 PGJ. (i i ca�� ( 4. This property Is not in o Wellhead- -- •. f'�5-O�l ` 1 Protection District 5.) This propertyy is in Iflood Zone 7G. E c =50,�# Firm Map 25t3Q1 C05k� Dated 7/1 fi/#4 oac PECK I Maximum Feasible Compliance Vorionce: 310 CUR 15.221 (7) Generol Construction �j �� y�, ' Requirements for All System Components: +1OU SE (u 1 'a�. 1.) Voriance to the SAS depth being greater Ehon -3 I' a 13� gD , '�R:a N20 Units ore proposed with o vent (310 CMR 15.221(7) Herd 2�f"Yorionce Requested (Not to Exceed 72') 1 1 T;� EL. s8• f 4b �. GRAPHIC SCALE Z a to 20 40 1 1 44, IN FEET ) OF a��s l inch - 20 ft. t` �- F �, Proposed Sewage ro d Disposal System , g 42 i 12 1-1 1PGW-L. A111emu HYA a4t5t MA SA/VITAR�N pMarei for. All Co"Prepared and Survgy � � � sm Rate as ftVAV Wsstt 2W 0267 rTA P z37 f 3 2.�O' - .�.. 1 �{• S�.�`�, .corn 3 J �,cs F' '7 Q '4 i Of3 MA SM aMjMt Ida AC— 313 Rk4'� t'ia Lt S t�A�E7£R COVERS TOP Of FOUNDATiON IuRt�ipM ib FN 20 EL � So.� RAISED n$N�� �Q�tincD� • • CONSTRt1c-n OTE As No7> } EL aL TITLEE�.sp�6V0 C fsosm� (5 � EL ®,0 EL — `� to \\ iALL WOW SMALL COWORM1 I DARD I� FOR THE SlTte!TC6 �• tyHs � UP GRAM a } �� �� �� ♦ `���� �� ' t �f/ \ oo �,f E>if' RE ptSpOSAL SISTM AND FOR HEALM REGULATIONS �T>:AN T r�~�f�` AIIQ �.) ANY SEPTIC SYgi11d DWALLED NR A LOCATI M 11A*)tE THERE IS POTENTIAL i'tSN D D 10 OnMtANO Aft B-20 1 yQgQ£5 Cit HEAVY EOI>�IT 11) PASS OV£R t;sttAu JEt t FABRICLE LOIN tJ1IDER AM 9Y51F�t$tAtL BE 1ffNiEa Tt? THE Af1A i �', I I{O;� 5a0 �� UNEVEN SErB M SWTIC TOM AM 0-SM SMALL BE INSTALLED OAi A STAGE - Y-CMPACTE11 BASE ON SRX-VgCNES OF t STD et)S FR DYER 7w ET " OUTLET wS 6'PTIC �FI�IAt GRAM l F AM TIC � ABSORPM N SYSTEM SMMLL BE RALSE>, 65tMV ACCESS MAJOIGES SLAM Fff]D5. . AM OCHER S� A89NPTIaIQ , t- a •�`��°! 3/4" to "Avg AT LEASI' aW(1 WSPECOM PORT OF AA�M PIPE MAGNETIC `c')•f�- �S•� } / !'+�.� 1-1/2' STONE R7iCALLY TD THE OF iii£SaE ABSf�'T�t (N}oubie WosII) MA�JG TAPi~ AOCESSIBiZ t7d 1TATtIBt 'P OF t1NAi O s ! +� s �G SHALL CONSIST ar 4' 9ctl� 401 g F E + I PTO T ��;�.A a H_?p Roted a '�6 {b) 500 GALLON PRECAST s UOUS GUM OF NOT LESS THAiI �FRS � t31�DtNG a CAS e ��-S CONCRETE LEACH CHAMPS WITH �.O' OF AM f tE'SS THAtM 1Tti�. D--BtJ 6)�T LRIIES FM 1HE sat. N SYSTO WALL BE LUGS SHALL VAMMR Q CAPPED40 i t STONE ON ENDS ANO 4-V ON S10E5 r r EaVALENT)LAST AT Q.aoS FT/I T. cTt+s , --•-4 � -- a - P ( As ato - Z ATE THE FIRST TWO (2) FEET i31� '. Lt1>ESS WE �t BOX To� tEVft. t� BOX SHALL BE *ATER TESNT� TO PROPOSED O 51 }, EDTTtOR - - Y t,S=00 GALLS ELC?ilV `'R FILE LEACH CHAMBERS EN" DISTRI13LITIM�)GROUT TO K USW AT ALL POq+it'3 WjERE PIPES� OR LEAVE ALL COWCAM "WCTURES; • SEPTIC TA14K N , 010M•T0 PLC A WATERTIGiiT SEAL- NOT TO SCALE SN. raw EQIs lF]MT SHALL NOT BE A1.LD= TO OP AIOYER THE r5 chi' TW SEV Ac E H -Z2j EL= 3-7.S ;3ottom Test Ho1B p AL t1ELD WOW THE OF CONS=JC 'HE 10.)@I ACCORDANCE MTH 310 CMR 156221, ALL SYSTEtd TS SHALL IE MAi1KED 010 t•1` a �c q}AD�'itC t1dARl�TG TAPE. 1 CERTIFY THAT 1 RNA CURRENTLY APFKtOi'EO BY THE DEPriiT'dfENT OF 1g0' OF THE SOIL. A TKIN SYSTEM ENVIRONMENTAL PROTECTION PURSUANT TO 3/3 tahn I� %TO CONDUCT 11•) RIE E ARE No kWfl N VEILS OR WETLANDS I SOIL EVALUATIONS ACID'TH.T THE ABOVE ANALYSIS 14AS PERFORMED 5 1 12,j FItO3t 7tIE QATE DF-THE muLLATTQI!N OF THE SOIL TION SYSIM UNTIL RECEIPT OF BY ME CONSISTENT WITH: THE REQUIRED TRAINING. EXPER '�E AND EXPERIENCE F' . THE cur"ICAtE OF �LtAMCE, Tt•NI: PERiI+NETEB SK&L OE STAKM AND FLAGGED TO PREVETTT DESCRIBED M 3tO CtIR 15.0f7. 1 FURTHER CERTIFY THAT THE RESULTS R MY USE THE AREA THAT MAY CAUSE DAMAGE TO RE SY51EM- SOIL EVALUATION AS INd1CA DN THE ATTACHED SOIL EVALUATION FORM12 SOIL EVALUATION AS MDICA ON�i THE ATTACHED SOiL EVALUATION FDR ' t 1 TFNE OE�GNER OLL NOT BE .E N� THE SYSTEM AS_ UNLESS ARE AAND IN AN WI 3fD CMR 15.100 THROUGH 151 `! f.(>4STE � AS SHOW Dif PLAN, ANY CHANtXS SHALT.BE APPROVED IN 11IIO M6 BY THE ENGINEER. 77,,, SM=M 13Y AN AGENT OF THE —_ r"d w ;. 1�) Ve BOARD OF HEALTH REQUIRES�OF � �WjALL CERT"IN �T THE OAVIII FLAHERTY JR. CERTIFIED L EVALUATOR 86AW OF HEALTH AND THE DE4OtER 1HIE I ht THE TOMS OF THE PEI001SEWE SYSTEM WAS V STALLED IN AND IM ADD PLANS '48MHOLM ADYIj0=IS NESTED TAR SHALL � FOR G t O RfMLOCATION OF LOCATION is ALL I AtEP OU1 � ,EAo UTl RES P" a T� N4Ote S (R�t/'I S) �S'� �jvUS �le+' THE LOCATION �' ALL i� OF My VKM. THIS VOCLUDES. T T LIMITED 70. REQUESTS TO RXGSAFE• � �IRM COMPAN E% AM THEW LDCALL WATER OEPARTMENT- Dom, eye Soil Cta ss Snit Cold Test t tale(c �I#"�: ONWACTOR SHALL %SFN" THAT ALL �TEUNES A� CDt�CTED BY*A1M 7E�,•711,N6 t Depth Bev. Layer SOS Clew Sab Cotor IQ a TILED LLaIc POOR TO NNMSTAI I ATtOtM OF ANrrlr s1=P1NC C d Z b.S, w+[l - VgyHINI1M O ANY SEP PRlt1K To INSTALLATION OF ANY � r r„! •'0 r q(0 1 A ff a $$• 8,S $.5� S E• �•� 8.5 4.0 T SUUCTA ITS VOSTMHG i'L' £2' d�l�.'T 4 to o rr w s.s o Y/L� 2 ,_ i8j 1 HOLES COMPLETED PER SPATE �TAL tom• TITLE 5. SM.8 CAN BE ' !% tv1'k �'/l rf�.�3 qS-7 Q OF SD$•COMTHM 0 OM ER AWASH R. Z Z .'ftm `�3;� �j �. ' ,s•: /t -` W AND•TEST ME WA 5 Wi GitAAAAM ETtG#MEER. IS TO iNV�'CT THE '` a;,, � � I v Yr -14 SOILS arm Fw" THOSE P IG ' ALt�LsNat OF MY S �► TTs. 3'l.S c gar S.-P Z.�4'b Z3 �tt� Lf�. P� LO P 18.) EXISTING SEPTIC COMPONENTS TO BE LOCATED. PUMPED DRY. FILLED wTH CLEAN SAND AND ABANDONED IN PLACE OR REMOVED AS REOUIREO. AREA TO BE COMPACTED TO MINIMIZE SETTLING ' 0l1ff OF TESTING �I I m EVALMATOR: AVA) 9 AHERTY JR No WTI: 060l -`V f?E.�t•tARptS EXCAVATION NOTES p }TIQAi RATE Lass TrrAN < 2 w;4Tpi64 Q� System T) MAVATE ALL MATERIAL ABOVE SOIL HORIZO0 C (SEE DEEPOftAVA7I�I No c teuATER ENc�OMTE!" Proposed Sewoge Disp,05 YS DISTANCE OF 5• HOLE LOG) II�E POSSNBt,E FORA LATERAL TE OF. THE LEACHING AREA. CALCU Oi�iS 1-1 ?CA?,L ArV15�;IL110 �t��red ISI MA a» A4L F>IRl=cnaus eEY�Iu niE ou>gt P S1�T�h�t QESiGN 2) Fly) MATERIAL SHALL CONSIST OF CLEAN GRANS �• FREE FROM ORGANIC i>tE9ex�i ctATI►t�At�: EtiISTB�6BF�ROgNq Dom' a t1O tr'PD � bbfltNPO prod by-, AND OTHER DELETERIOUS SUBSTANCES. WvCH MEETS Tt•IE TEXTURAL prepared for: Al( CA)Qe Septjc and Survey CRMWA PUT FORTH IN SECTION 15.255t3} OF TITLE 5. SEW� vESION FT.Otr N VIDEO: SNIC (� 50p GALLON LEACH CtIA1 R5 818 Route 28 3) SrARIFY 7HE i�OTTOm SURFACE OF THE EXCAVATION PRIM TO PLACEi,I ENT WTH g& SYONE (A U E �S ANC 3.m� S� OW TW SINE'S C�4�{�R"t�f'� ����` OF FILL INTO THE RETAINING S7RUC7URF- = „�.�x sn►p)) + 2(to.13 + sa♦0) (2) x :f I � 67 S WD � o '� sAIYSF � �D�'D West Yor+I+�-4 MA a2573 4) PLACE fill ONLY 0 EN e0TMM SURFACE IS PRY vL [t >660 GPD REOiNi�D (� rn-4zoo �7 a c;Po � �s L.��, f`�� � caw" SEPTIC TANK CAPACITY REARED: 460" X Zoo A 131ty 6PL7 Sty TAW CAPACITY OM 100 GALLGN SEPTIC TANNIC � 3 4 Q�� 11 ed 3 �c MA Ct�C SITS i�no�t 1ta AC- '�1�j A SAL IS Hotr P TTED ttlrM TIaS DESNbN FLM Rev. 3l�� zt add c✓. ' g 1 L COVERS POOL-, �s, - F{av5 MINIMUM 20r 61AAMETER RAISED TO FIl.I1514 CONSTRUCT1OId NOTES EL ='1t,� 's FOR As IIIaTEQ� , �o _ ,� 1. AIL ilrt�c SHALL. CONFORM TO THE STATE EIMMOM s{. CODE, TITLE S (31O fSODbxIL xx yf �' �`' i C \j `f ' FOR THE gTIOK+, SA �AND FOR VIORAIDL �iRAIWSPOOT a � ^. � ��� i� \f 1• \� a fie'.LTYZ � Ex1'A81sffi1 OF IL-^�TE SEWAld: TREATSYIENT !�`^""WEALTH REWLAM RS- / //*f�/. E '•!�/• AqD OF SEPTAGE. AND 7t� 6Oi:J4t t TL r THERE IS Pt>iF�tAAL FOR /4 �a - a 9d,A 4.OGA t t;d,d 61L iG ±SE 8 rG 2 PUY SEPTIC SnTEM T Di�TN' � pE�IED TO pltT4UNID M H--2D ^® CiEOTEXTILE pES OR HEAVY E Y TiD PASS OVER iT SHA4L VENTED .TO THE AWOS a 's "a FABRIC iG. If UNDER AM LMPERI&�IS SURFACE. SYSTFIIA S I P" 38.�' 31XI ,„• „( T Am D43=MALL BE OSTAuEo ON A STABLE 3.)-0 i WW" WI~T•l1.11qQ SFF'RC TAM OF 1 - # gfA!•ACALLlC ACHED BASE ON S X- 4_} C OVER 1lIE MdET AND OUTLET TEES OF TW SPTC TANK. THE DISTLMRtRIaI A07I. AND a To NUO r OF FP4AL GRAM LEAd�iG THE $E>$.. A SYSTEM ShcALL >e9THOUT ACCESS IBANISOLES SHALL 3 4" to F'OVS. , AND OVHM SOIL iiNS! SMOf PERFORATED V PVC PIPE PLAID 3et.p ` '' -3ro.7_ 1-1//2" STONE rSANE AT LEAST am (1)MwECTION POStT� S WTH A CAP. = SM C P� .� 37- ��' • ��� (Double voostt) yER 1.Y TO THE 80TT10lal r+ 5 ABSORB tdAR1� TAPE. AccEssax 10 ilr � OF FudAl `- _ ;:_ '� � �- �. sIML CONSIST OF 4- E 40 PVC at EAllMiALfNr. WE SffAlt LAD A !r L r! H--2O ROted THREE (3) 500 GALLON PRECAST t�`Z� S �t,Y4AM OF NOT LESS THAR 2%FROM THE I G To VHC SEPi1C TANK. e � GAS $ ANo NOT Lsss TH/VAl iZ OTttEtt4�- D_..,.BQ�( 34f S' CONCRETE LEACi-! CHAMBERS WITH 4.0 OF HALL � 4' OtAMETCR SCHEDULE STONE ON ENDS ANn Z O' ON SIDES S) uNES FOR 1HE SOIL ABSOMPTIaV SY�TH�� ItDTED- LDS SHALL BE CAPPEEQ .•...r.:. : / i !' � �.� AT&M FT/FT. t a ••r` - ---�--( �--- t Z.�¢ ---- . A7 THE F1RST TWO (2) FEET T. � FROM INC WSTRi6UTWN sox TE BE tEVp F sox SHALL SE WAMM IMM To PROPOSEI? LEACH CHAMBERS > SOL �Tom+ ' rt. ao GALLON FLOW PROFILE �,►� a) QpOUT TO Be MW AT ALL pOWS PIPES DO* OR L.EAW_WL,CORCOM SMCiUM; . SEPTIC TANK NOT TO SCALE M� pgIER TO PRO%gM A WATirRTKK SEAL. - EL= Zq.16 Bottom Test Hole /$AYY EQUVM tT S MLIL 140T t3E ALLOLLED TO OPERAIE OVER THE t 619TS OF 731E SEWAGE Pa MUM THE COUM OF CONSTRUCTi(>11t Or THE �tmAR� WTH o.o TEST.,HOLE �OGS 1a) 1IC fi0RDA dG TAPE 316 OR 156221, ALL SYSTEM ITS Teat HOSB i (EL=� _ OF THE PROPOSED.SOIL ABSORPTION SYSTEK Depth Eke% LoYer Solt Gass Soil Odd Test-Rote 3 (E!C ►F'1.� 11.) ARE NO 1WOyltpl 1Itt7-tS OR V1ETI AN05 WITHtty 10' Depth toyer Soft Glass � ce i2-) Ft� THE DATE OF•THE MSTAW►TM OF THE SM � sYSTEtIA LGOG .RECEIPT0PREof ( 't 3 C7.7 V-t Il AILED AHffi FLAta D TO PREVENT .' „�Q to THE �'nF1CATE� oDlePttANt1;. THE pEItBaETER SHA4 " 4�.o fit i( USE OF THE AREA THAT MAY C WSE DAMAW TO THE ST$ l�I 2 c� �$.0 � 2 i Z .� 1>� 'ALL NOT SE R� FORE APPROVED ,A eY T► Z.{= � 3ia.'7 lca�� SaaQ to � � t2"_22" �t�, �1 looter , tv liCTEb AS SHOW OR PLAN, ANY CHARMS TV `'1�(d r#3 1 6 �eQlw .�a � ►O`i�S�fn. CONSfRUCTID" BY AN AGW OF THE 1• 't- &.51� 5 n 14,) UM BOARD # HEALTH �Ouaws INSPECTiOc3 Au. t�Y IN WRONG THAT THE •� �: •� ++4 a epAW OF HEALTH AM THE 7HE �r� �T�TFi TFIE TF1MdS OF TILE F !-��+m 1Z� ��:� G 0 S DMWAL SYSTEM WAS INSTALLED du A A" tEt THC T - AND VNE A YM PLANS- '48 tiWRS ADVANCE NOTM� SHALL eE �e FOR 19. LC�►TLDIi OF VISLJTIES S 7E At C UPS PRIOR TO Hate 2 �, THE L:OCATtOL'L OP ALL.UN AM L>CA_ TQ RESTS TO DIGSAFE. T� CoagWIEMINT OF ANY WOW. THIS NdC1JA S. &jT 4 DEPAltTlLS7tr. DepB' Etev. Scll CSoss Sod Color Test Note 4 ��4 `t'T,(� ANY pFOVAtE UTIUTr C�'AR E% AND THE LOCAL Son cdw TRACT<Nt S3SALL 1tEiSfY THAT ALL ILiASTEliNES ARE iLtATER 1E51IIdfs /• pmy, ye< Sod Close 1s IM DWaLMLG P is ?O INSrALLATMIN OF.ANY SEPTIC EN 1, -I 36. �,t - 4 SS• 5 4 TOR SHALT 1FY E%fSTRiC Ni1IERT ELEVA i Ti, INSTALL1lTIOl1 ANY t$r' v 37 �{ A Loa O -l l t `I to:^l F,I� OF lip(•Alt1TtAC I o '�. C k)� PASS, ��`x 7TTLE5. St2tSGAPt ►rr cr [C 1� 4` I4c,- S. LvaM $qa. i'O`( ;F �j ` 1a).TEST HOLES PER STATE ENVIR aDND1TION5 IN QTHER ARl AS >F ZIP` 31P.S VASBAtR•E Atm.IM HOLE DAtA iS NO QJARAitW OF Ste' � � 30 q CT THE c• `� ZS���ye �� S � Xcp A y SMs 1fI r FTm TH SMM IN THE SOLS LOGS.Txc"`+ 4Q0�1?.� Z"►tin iEID. r Z.s�lro9.SxMSVjW R TO� WITH >1ISTAL.ATION OF ANY 1 -`ZD� rl�1 Pi* . sea► 2•S $_ 19J EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WTH CLEAN SAND AND O ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. t 5 5 iTAtE OF TESTING 3 t 1�Zi T rt Z 1 -qZ EVAWATOR: UAViO F1.AtlERfY �t `J/C NO ASS: UOrJf t ID T1G�N+pk9_AtS EXCAVATiON NOTES pOICOLAIRON RATE: t-EsS 2 IeAa/uvr�+ Qf S tem ATE ALL 01IA7ERiAt ABOVE soil N( C ( DE©' c>I35FRvAT1(XV No GRout4oRtAWA ENCfltfitT} ED proposers Sewage C)}spay Y� AV TANCE OF 5t4tAlSj MA 1) EXC LAG iMW;E POS'SI� FOR A LATERAL 1I L ;;^'~ i-I �Ps��- � r Y HOLg cnaNs $EYtuan TrIE OUTER P Tm OF THE LEACHING AREA. ��-STEM D 'SIC t'al c~ primed by 2) FlL� MATEWAL SHAH CONSIST OF CLEAN p{dCN.AR BAWD, FREE ORGANIC SEKA9 DESt FLOW •*ri�to E'er 11a caD = 2 prepared for All Cape Static and Survey MATTER AND OTHER DEt ETERlQUS SUOSTANCES. Vl MCH MEETS THE TEXTURAL r4 f A(f4 jjtA QRS Kw -51 o 6 CRSTEWA PUT FORTH IN SECTM 15.255(3) OF TITLE 5. Tom:(3) �0 GALIAId LEACH CH HZQ �g�t 1'1'I�I`( �t�PIE� gq Route 28 NATION PRIOR TO TENT 0" E ON THE�Z o'',$T NE al 7w SIMs outh, AAA 02673 _. 3) SCAINFY THE BOTTOM SURFACE OF TiiE EXGA "'D't 4 = rip Paobmk'A 3 Ste- " _e RDA West Yol"�'T OF FILE. INTO THE RETAIWNG SIMCTURF- Vt - [(33.5 x je.8) + 2(33.5' + 90) (2) x .'1 314`� (yam 711-4200 4) PLACE M.L ONLY WHEN 130TTOM SURFACE IS DRY 3 C;pD pROYMED > 330 GPI) {� REaWi�ED V46 t_ S t-6`{, opt A WlqtC oatcop�t +�•c�+ ssa 200 Q WO W Teo pia AC-- -� X a1 1;� TANK CAPACITY REQUNiED� y. s 3 3 aAA Chettc sM cVlic TANK late: �! sA1ec c�AaTY 1�tovl t. ..:;:;talt SEPTIC -*n IESP itOil► A .i9 NOT rlEn •-- �O y �. < t�l G�.11,-R q tzA&e , 9 ' 1 {� �0 i 0 4 ,Lyk - / Pc i . �,�r. yt o A Al N 5 I SITE LOCUS idOT ?O SCALE 1 o ^D r r CC ldrP1l. 9 SA 5 3 '3 -Z 51 't° 1.) Assessor' 0 Parcel ao 3 s Map 2 j _ i catsr�N� f 2. Bk 6�-14- Pg ifo °`� ! I cdv,c �'-_ ► Sr / _ G.� A 5, PL BK 151 PG t i 4. This_ property is not in a Wellhead •\ Protection District l 5.) This property is in Mood Zone PECK (( : ; i i G_r, Firm Map 25001 C05(QGJ Dated 7/16/14 Maximum Feasible Compliance Variance: 310 CMR 15,221 (7) General Construction t`10+t v Requirements for All System Components: 3 1ii i y.,� ([ T, t ;�1 ^• 1,) Variance to the SAS depth being greater than 36' ,1 =.>f=i'y H2O Units are proposed with a vent (310 CMR 15.221(7) t -1 QF e, �� �C jop'Held 24"Variance Requested (Not to Exceed 72") �` �� ' GRAPHIC . SCALE a1� , •' f 20 a 10 20 40 so 1 1, e tt i ' r S` ` �--�" — !!! 1 1 i a��SN OF ��� te9 ( IN FEET � 1 52 ` L'_( �o bA i inCh = 20 ft. tz e Proposed Sewn Disposal System P _ .yam 9 Psq Ys 4 t MA spared for: Prepared y: p ir r All Gape Septic and Survey A( 6�a��sl ya-, '� Gt- � �'t�€ t�E �llr 618 Route 28 t MAP 2 7 3 Ste- f 1� 90AV West �Yormcu#h,'MA 0267.3 _. f (508) �--42W r ' � 3 Z �.. _ MA � "CGPe5 Vt eA.cenn N-7 €> 3 9 suet 1 s� afarChAla ��t Oft AC- 317� / TOP OF FOUNDATION MINIMUM 20" 61AMETER COVERS 0 elv-5 � CONSTRUCTION NOTES EL _ so.y , RAISED To �►r;��f � =.y, ;� L) ALL WORK S14AU CONFORM TO THE STATE ENVIROWENTAL CODE, TILE 5 (310 CmR 15000): EL ��'® � (OR AS DOTED) STAItlt)ARD RESTS FOR THE 97M CONSTMJCTION, INSPECTION, UPGRADE. AND ' EL = °7r'!c� EL EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SY5TEA4S AND FOR THE TRANSPORT { � AND DISPOSAL .OF S£PTAGE, AND THE LOCAL BOAR OF HEALTH REM ATIONS %� `e •it `` ��.1\ 2.) ANY SEPTIC SYSTEM COMPM{siT INSTALLED IN A LOCATION WHERE THEME IS POTENTIAL FOR !� /,�j' 'i i i %:r�jf /ii /�\ f10 VEHICLES OR HEAVY EQUIPMENT TO PASS OVER R SHALL BE DESIGNED TO 1WTHStANO An H-20 �' :� ���� t ; � f-�, 9�+ b /• h� LOADWC. IF UNDER AN RAPSWOUS SURFACE, SYSTEM 94ALL BE VEAITED TO TW ATIAOSPHERE /��g4: �.} To rbtmunazE UNEVEN SETnING, sfP� TANKS pt?lo o-sox SHALL BE INSTALLED OAt A STABLE 1 • � '+ � .1 � 5�,• c4 GEOTEXTILE FABRIC MECHANICALLY-COMPACTED BASE ON SX BItWS OF CRUSHM STCN E 3 3 ;{ �� r¢ `*� 4-) COVERS OVER TW INLET AND OUTLET TEES Of THE SEPTIC TANK. THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEka SHALL BE RAISER TO VJ17M 6'OF FINAL GRADE. LEAGt= FADS TRENCHES. AND OTHER:SOIL ABSORPTION SYSTEMS WTHOUT ACCESS MANHOLES SHALL NAtIJr AT LEAST OW (1) INSPEC7tQN PORT CONSSTENG OF PERFORATED 4" PVC PIPE PLACED VER71CALLY TO THE BOTTOM OF THE SOIL ABSORPTION STSTF_M !'VITH A CAP. TIED Tl47N MAGNETIC l'7•3 _ �tl c AAARP40 TAPE, ACCESSIBLE TO VWTHW 3" OF RNAL GRADE- O 0 r`3 •r.•. ::: r k 4'>;) PIPING SHALL C 43W OF 4' SChWJLE 40 PVC 01? EQUIVALINT. PIPE SHALL BE LAID ON A t0 t--t a e . � :(� , �, `�`r � �29 STONE nnN"JW CONTINUOUS GRADE OF NOT LESS THAN-2Z FROM THE BUILDING To THE SEPTIC TAM d � GAS B DB-3 ?� _ (Double Wash) .) NOT LESS TT IN 12; R tHEfItSOI H-20 Rated 5 I' ( 1 500 GALLON PRECAST 1Fi z© 6,} DISTRIBUTION LINES FOR THE Sat FT/FT. UNLIONESS SY07HE SHALL T 4'DIAMETER SHALL L BE CA E - 4?-. CONCRETE LEACH CHAMBERS V�lTH 4.0' OF PVC ND EQUIVALENT) LAID AT 0.005 FTffT. UNLESS OTNFR11J75E NOTED. LINES SHALL BE CAPPED B--BO AT END 012 AS NOTETI. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST rwo (2) FEET BEFORE k-- a� ' = : : . r STONE ON ENDS ANO 0' ON SIDES PIT04M to THE SOIL ABSORPTTDN SYSTEM. DISTR18UTION BOX SHALL BE WATER TESTED TO ASSURE EvEN ms1RIBunQN. PROPOSED t a) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES; /,SSOO GALLON FLOW PROFILE LEACH CHAMBERS � 61 ORDER TO PROVIDE A WATERTIGHT SEAL SEPTIC TANK (ETA VIEW) 9.)HEAVY EQU1FWMT SHALL NOT BE ALLMD TO OPERATE OVER THE LWTS OF T1iE SEWAGE NOT TO SCALE {11 . DISPOSAL FIELD DURING THE COURSE OF CONSTRLICTION OF THE SYSTEM. -�-Z G7 z 10) 8#1 ACCORDANCE WITH 310 CUR 15.221, ALL SYSTM COMPONENTS SHALL BE UARKEO VATTI EL= 37.5 bottom Test Hole MAGNETIC MARKING TAPE, a 1T.) THERE ARE NO IauOo>Iti] I CERTIFY THAT ! AM CURRENTLY APPROVED BY THE DEPARTMENT OF s , WELLS•OR r19ETLANDS V07M 15Q� OF THE PROPOSED SOIL. ABSORPTION SYSTEM ENVIRONMENTAL PROTECTION PURSUANT TO 310 e':MR 15 Oi i TO CONDUCT /a R. 12.) FROM 1HE DATE OF•THE INISTALLAnOV OF THE SOIL ADSORPTION SYSTEM UNTIL REST- OF SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS 8r_EN PERFORMED THE CERTIFICATE OF C�IAflSM THE PERLVETER SHALT. BE STAKED AND FLAGGED TO PREVENT BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERT4SE, AND EXPERIENCE �r� F USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE Sy$IW. DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY n, � �F 41��SOIL EVALUATION AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, s it 13) 711E OES1(;FtER 161ll1 NOT BE REISIBLE FOR THE SYSTEM AS DESIGNED UNLESS SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM ,�ThtITARl��, 42i4RUCTED AS SHOW ON PLAN. ANY CHANGES SHALL BE APPROVED IN vMTIk BY THE EPIGWEER. ARE ACCU AND IN CO AN E WI 3t0 CMR t5.tO0 EVALUATION ROUGH FORtj7 `1 14.) 7TtE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER STALL CERTIFY IN vmTTNG THAT THE, DAVID FLAHERTY JR, CERTIFIED S L EV UATOR SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE 19TH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. '48 HOURS ADVANCE NOTICE IS REQUESTED. r _ Ira) LOCATION OF UTILITIES IS APPROkIMATE AND CONTRACTOR SHALL 8E RESPONS1i3LE FOR 7 DETF 84"NG THE LOCATION OF AIL, UNDERGROUND AND OVERHEAD UTIUnES PRIOR TO � COM&WNCI�NT OF ANY WORK. THIS MICLUDM BUT IS NOT LAIITED 70. REQUESTS TO DIGSAFE. Tell Hde (EL=L(7.5, N -1-t�' - c � ^1 ANY PRIVATE UTILITY COMPANIES. AND THE LOCAL WATER OEFARTUENT- � f 1 F�( �4C I-� �.�r � 1 _ 11 CONTRACTOR SHALL VERIFY Depth Elev. LOYer ScQ Crossne ��_ V n } THAT ALL 1f9AS7EUNES A1{f; CONNECTED BY WATER TESTiAl6 Test Hole WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEF 1C COMPONENTS. h t,� Lf(O•S f r�r SEP CONTRACTOR SHALL VETIC SYSTEM COMPONENTS.AFY�ST1NG INVERT ELEVATfGNS PfNOR TO INSTALLAITON OF ANY Depth Elev. (oy� Sod Goss Soil Color I ' \"L,",2.G-.., L-F7•[ �Q0.r.'=•'s�•!i L4t677 61( Q• �.S 8.� �'`18 TESTHOLES COMPLETED PER STATE ENVIRONMENTAL CAE. TITLE 5 SOILS CAN VARIAMS AND.TEST HOLE DATA IS Ni) GUARANTEE OF SOIL COM17IONS IN OTHER AREAS. IF 2•L e " lv/k c'/ !� "Z� '�$.7 /�e L c< ., f 1 D SOILS OWFER FROM THOSE SHOWN IN THE SOILS LOGS. DEOGN ENGINEER IS TO INSPECT THE `'" •`_ �F S R'' :SOILS PRIOR TO PR G_1A*?TH INSTALLATION (IF ANY 9P11C COMPONENTS. f(� '' ,,,,: C R•�&7�. :o r� Z,�`ib So' . G 1 �FLnr �^`.*.� � �po ,f ��;, .� l U f'! �/o ABANDXONEDGINSEPTIC PLACE COMPONENTS TO OR REMOVED AS EOU RED.D, PUMPED AREA TO BERY. FILLED COMPACTTEDITH CLEAN TO MINIMIZEAND SETTLIING, y N• "r 7 Z'1 l ' Z•S 5r Gf 5 DAZE OF TESTING: i 1 i SOL EVALUATOR: DAVID FLAHERTY JR - EXCAVATION NOTES No VATNESS: -6 d�­v verilArLpts 1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C (SEE DEEP OBSERVATION PE9COL.ATIOM RATE' LESS THAN < 2 SA+N/11dCli { HOLE LOG) MERE POSSIBLE FOR A LATERAL DISTANCE OF 5' NO GROUNDWATER ENCOUNTERED IN ALL DIRECTIONS BEYOND THE OUTER PEIMETER OF THE LEACHING AREA Proposed SewageD�lspo�ol System STEM DESIGN CAL, ULATIQNS 2) FIL.L MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND. FREE FROM ORGANIC 11 f EA P L A_4f 6 .1 Q_• �.jiA F � M MATTER AND OTHER DELETERIOUS SUBSTANCES. WHICH MEETS THE TEXTURAL SEWAGE DMIG REQUIRED:N FLOW EMSTING 6 BEDROOM Df1ELtM � 110 CPO = 6eo WO a CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5. PrOpored by. 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT SEWAGE DESIGN FLOW PROVIDED: 51A (6) 500 GALLON LEACH CHAMBERS Prepared for. All Cope Septic and Surve OF FILL INTO THE RETAINING STRUCTURE. WITH 4.0' STONE ON TW ENDS AND 3.0' STONE ON THE SIDES �Na�Ric�`E'lf�fvt bR{1•t+46,� 618 Route 28 y 4) PLACE FILL ONLY wHEN $OTTOM SURFACE IS DRY, Vt t(3°•'-� x�o,) + 2(To.3 + sa,o) (2) X ;74 = 67�� GPD PROVIDED 67 6 CPO PROVIDED >1,60 GPD REOUIRED West Yarmouth, ILIA 02673 WEL-t.- f! SEPTIC TANK CAPACITY REQLIRED:.650 u'PD X 200 a/3 z0 GPD I oflcapeskoticftrnoG.cam SEPTIC TAW CAPACITY PROMDtM /y'DO GALLON SEPTIC TANK A GAMAdE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW IJat� 3 �9��.I s 3.'ai13 By: MA C11edc St projed Ala Ac- '3 t 5 • ! • CONSTRUCTION NOTES EL ='+I,o MINII�Uhl 20'* DIAMETER COVERS .. �'� Poo r RAISED TO t'1N 15 9 &AAP6 1.) ALL tl1ac SHAM COWOMO TD THE STATE ENVIRQf4AMY'AL CODE, TITLE 5 (310 LAIR 15000): �SLAn) EL (OR AS NOTED) STANDARD REQUIREMENTS FOR THE SITMIG, coNs xT1on, wsMcnay. uPGRADE, Ate = 0•� EL =• `t a:fp �, Et _ �f 0 - � ttON OF oN-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND fOR THE TRANSPORT AND DISPOSAL OF SfPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. EXPA Z) A1vY SEPTIC sY5TF741 CDIkPQffIT INSTALLED IN A LOCATtON WHERE THERE IS POTE/111AL FOR ��;�/.i r` � C � �,,�,� �: I ' �, � ,. � / VEHlGLES OR HEAVY E 11P lT TO PASS OVER IT SHALL DESIt lEO TO WtTHSIAtdp AN H-20 s e'-^ g or GR I f-G t i e f �/e ll fl r LOAt>fitG. IF UNDER AN 1MPERVIOItS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOS;'HERE 11 I CL ISts f Go c1GRG fE o TTASE N wncSX- TANKS AND D-mUSHER SHALL BE tWSTALLED ON A STABLE T r F ® z GEOTEXIILE mEC#cANICAtLr-CoeepAcrEn BASE art 5Ix-INca+>=s of CRUSE sToa� ,� a� 3 S.. ; E 3�1�I*s � � � � , FABRIC 4) COVERS OVER THE IMET AND OI,ITLET TEES OF THE SEPTIC r ' AAIK. THE DISTRIT3UTTON$a7C, AND r _ .. " .•_ L THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO tlft1711tN 6" OF flNAL G'EtADE LfAlMG FOGS. TRENCHES, AND OTHER SIX ABSORPTION $%STEMS @TROUT ACCESS MANWILES SHALL HAVE AT LEAST { (t)INSPECTIONS PORT COa1S[S7iNG of PERFORATED 4' PVC PIPE PLACED VERTICALLY TQ THE BOTTOM OF THE SOIL,ABSORPTION SYS'[M 1t9TH A CAP, TIED WTH 31.0 MAGNETIC I �' 'O Tom. ACCESSIBLE To wTHIN 3' OF FINAL GRA71w Prop. 5)P"40 SHALL CAST OF 4• SW MULE 40 PVC OR CQUIVALENT. PIPE SHALL BE LAID OM A a 3b 3/4" to A URVAMCMTKWM1GRADE OF NOT LESS THAU 22 FRIBA THE BUILDING TO THE SEPTIC TASK, e ¢ 36, � --�� 1-1/20 STONE NP NOT LESS THM ER DB-3 (Double wash) H-20 Rvted 6.) DISTRIBUTION LINES FOR IKE SOIL ABSORPTION SYSTEM SHAH. BE 4' DIAMETER sCHEDu E 40 GAS e�� - THREE I;3} 5©0 CALLON PRECAST VA AT E9 R EQUIVALENT) LAID AT O.fl05 FT/FT. Ut�IEss oT14R NOTED. LINES SHALL 8E CAPPED D--BOX 3 � CONCRETE LEACH CHAMBERS WTH 4.0' OF AT � AS NOTED. 7.) LINEES FROM THE DISTRIBUTION Box TO BE TENET FOR THE nRsr TWO (2) FEET BEFORE I-- I t` . • f::'::::`:::: ::: :.•':�: L ,_____ STONE ON ENDS AND Z.0' Ulf SIDES t ETA SOIL Ae�P UM SYSTEM DISTRIBUTION BOX SHALL BE WATER TESTED To PROPOSED Z15- �� � -� ASSURE DtSTFNBUTION. a) GROUT TO BE USED AT ALL POINTS VIM PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES; . It.500 GALLON IN OURTER To PROVIDE A WATERTIGHT SETS. SEPTIC TANK FLOW PROFILE LEACH CHAAABERS g " ALMENT TN U THE Ts OF C sErAc�DOS �DUJb c COURSE CONSTRUCTION OF THE s ti NOT TO SCALE (EM•`�") . 10-) rid ACCORDAMGE WITH 310 CMR la=, ALL SYSTEM COMPCHENTS SHALL BE IUARKED WITH (EL=�#o,o TEST HOLE LOGS EL= ZOI_� Bottom Test Hole MAGTIC AIM04G TAPE Tebt taoie 1 II-) RIERE ARE NO kWM WE tS•OR WETLANDS WTH►N 150. OF THE PROPOSED SOS. ABSORPTION SYSTEM. DepthJ�63 ev. tAyer Sal Class Soil Ca1or Test-Note 3 (QQ 12.) FROM THE DATE OF.THE INSTALLATION OF TH6 SOIL ABSORPTION SYSTEM UNM RECEIPT OF TrrE cERnFICATe OF coaePLrANcF, THE PERIMETER SHAD. OE STAKED AND FLAGGED To PREVE7�T 8.7 �,t( Depth EI@„ �sott cross soyColorUSE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM.13.) THE DESIGNER VALL NOT BE RESPOrS�E FOR THE SY� AS DE�tED UNLESS Ib'� ,v � Low 5.'s I oyp 3 2 0 -(Z" qt!;,.r fill 4ZORUCTED AS SHOIIPt ON PLAN. ANY CHANGES SHALL BE APPROVED IN YiIR W BY THE ENGINEER. Z t a31P.� Loom. ' J 14.) THE BOARD OF HEALTii R£ ep 80ARti OF HEALTH Al+id THE QUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGMT OF T"E .F —_. `�€" t� L n• SEwArE DISPOSAL SYSTEM A THE DESIGNER SHALT CERTIFY IN rrxOF E p THE -� C ���>��;, �s�t,(5 zz'=��' `t 3.1 1� IoQ� ,:41 fo•;'%-s�'h INSTALLED irl ACCORDANt� Yd7FE THE TERMS OF T►iE pERRl1T ; AND TW APPROVED PLANS- -aa HOURS ADVANCE, NOTIM IS REQUESTED. Lt.6!1 t7.a 3"): 15, LOCATION OF UTILITIES IS A G P �4�$s! Z.s ya�s APPROXIMATE AND CONTRACTOR STALL OF � FAR DETERN IG THEOF ANY LOCATION OP ALL UNO NO AND 0%V*IEAD UTILITIES PRIOR TO VOOW- 11-05 INCLUDIM BUT IS NOT LIMITED TO, REQUESTS To OIGSAF'E, Test Hate 2 (EL- 4 � ANY PRIVATE UTILITY C�>h Ci, i � a � O S, AND THE LOCAL WATER DEPARTMENT. )� Elev oar Soil Cale 18-) CONTRACTOR SHALLVEI�FY THAT ALL iVASTEUNES ARE CONNECTED BY WATER T(;�� Doth Sall Class Test Hole 4 WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC CMWORENTS -�? 1"e�� Depth oer Layer SAS Ctoss SoR Color � 17.) CONTRACTOR SHAD. %Vw y EXISTNNG DIVERT ELEVATIONS POOR TO INSTALLATION OF' ANY SEPTIC SYSTEM SITS l '- " S-7.� P� L t o'i -� d -t t' 4!�.""I 1a) TEST HOLES oo1MPLETEo PER STATE ENVIRONMENTAL C� WILE 5 SOnS CAN Q« F',.E� 4.O• as• ss• as s.O• YARIAt3�E AND•TEST'HOLE DATA IS NA GUARANTEE OF S� C�iDITIONS ud OTHER AREAS. ZIPF=,�" 3to8 ,.,. tj :o , tI - Z � `fS td�QIa� _ s SOILS 0"" FROM DIMSHOft IN THE SOILS LOGS, OOGN ENGINNEER Is To INSPECT THE ► `"I A Lv,."+ �, t"°fisons E�OR To ING 1MTH INISTALLATION, aF ANY SEPTIC COlid"MTS. ` � Z.5 Y<� � - Z3'�^�� `�3•S I�j `� �p� OAT f Zoa. Sm„ Io -,A 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND u ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING, '' Z.5 { ( �:; Rs Q E DgfE OF TESTING 311 SOIL EVALUATOR: DAVID F'LAtjERTY:jR EXCAVATION NOTES NO WITNESS. DotJA -D VE5 0fc P-AIS- S 01STERN Z( PE9CO.ATION RATE: LESS THAN .4 2+1kPI/INC3 t R&/TA R 1 A� 1) EXCAVATE ALL MATEPJAL ABOVE SOIL HORIZON C- (SEE DEEP OBSERVATION INC1 C ?OUNDYigTER £NC[3iJ1NT D HOLE Lac) tl� PoYOND FOR a ER PERT �sR OF OF s• Proposed Sewage Dispo501 System IN AL-L DIRECTIONS BEYOND THE OUTER PERIMETER O!• THE LEACHING AREA. S TEAR bESIGN CALCULATIONS 2) FILE. MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND. FREE FROM ORGANrC --- 11 f)EAV-L V ftf�j e 3 HY fvJA15r MA MATTER AND OTHER DELETERIOUS SUBSTANCES, {Ml-IICH MEETS THE TEXTURAL SEwAa DESIGN FLOW o(-z'BEOROIXII 6 Ito GPD = 22pOPD CRITERIA PUT t=OR'1fi IN SECTION 15.2W3) OF TITLE 5. MfAIMa.er4 p--st(� 33O � :. Prepared by. 3) SCARIOF FILLFY 7lE INTO THE REETTAINING SURFACE STRUCTURE OF THE EXCAVATION PRIOR TO PLq EiyT WITHSEw OGE �ONE ON THE S AND SI-10T)�NE col 500 AL N LEACH CHARMERS t�Zo Iv�t�€prepared All Cope Septic and Survey 4) PLACE FILL ONLY tli�iEN I�OTTOM SURFACE IS pRY, 61B Route 28 V1 = [(33-5 x 10-8) + 2(33 5' + Q.8') (2) x .14 = '31j j GM PROvMED � 5�x✓►�t` '_� �AV WestYtT1'�ou#tt, IAA 02673 _ 3 GPD PROVIDED > 330 GPD REQUIRED VIEL�-ES Lt `(� (508) 771-4200 SEPTIC TANK CAPACITY REQUIRED. .330 GPD X 20D - 660 GPD atlCOpeSePttc@grnall.cor1 SEPTIC TANK CAPACITY PROPROVIDED: J T.se GALLON SEPTIC TANKA DACE DISP*SAL IS Not PERMITTED will Tws DESlsN FLow Date: 3 q z( SPeed 3 'oi 3 By. AAA chi sAs Project No AC- 3 t 3