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HomeMy WebLinkAbout0010 EVSUN DRIVE - Health Qvsun Drive Centerville' ' '."%;� A= 1`68--082� t S M EA D® No.H163OR UPC 10259 smead.com 0 Made In USA ~ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplication for 33fopo8at *pstrm ConstrULtion Permit Application for a Permit to Construct( ) Repair VUpgrade( ) Abandon( ) ❑Complete System [I;/ndividual Components Location Address or Lot No. � .9U�� Owner's Name Address,and Tel.No. !O ,Cvsv� clv; C�orfer v,"r! Assessor's Map/Parcel Installer's Name,Address,and Tel.No.vodz—��S.7d'•?✓� Designer's Name,Address,and Tel.No. �� ,�i19o`ue�"/ rr��r��✓^. Type of Building: Dwelling No.of Bedrooms Lot Size g52;fl�sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other.Fixtures Design Flow(min.required) / �fd gpd Design flow provided gpd Plan Date S/y/!Q Number of sheets `3 Revision Date Title Size of Septic Tank /®Bd Type of S.A.S. iG� Description of Soil /���,� g Nature of Repairs or Alterations(Answer when applicable) 6Z,,-1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.� � Date Issued No. �"Cl t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1 application �6iN' bear .*pstrm (Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System 100�41ividual Components r' Loocationn Address or Lot No. Owner's Name,Address,and Tel.No. ssess r s t ap arcel _ - . Installer's Name,Address,and Tel.No.�pg`�T?r .78.75' Designer''s Name,Address,and Tel.No. �z.✓�ys�s!'i/ LG�� Cpd �G�t�C Jri/.is uC�/�ji/� - .sue ,.� obi' r- „✓� Type of Building: Dwelling No.of Bedrooms Lot Size T,!� g� �'sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) !/+ gpd Design flow provided C/ T 3 gpd Plan Date Q Number of sheets Revision Date Title�� 0�� Size of Septic Tank /VQ0 Type of S.A.S. ,.�/ Description of Soil 4 Nature of Repairs or Alterations(Answer when applicable) . o�-2 /� oe 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 Health. Signed Date / vs Application Approved by Date n Application Disapproved by - Date. for the following reasons Permit No.��Q V� Date Issued e --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS id �Q��'� BARNSTABLE,MASSACHUSETTS 1�e G� ,°a Certificate of (Compliance /THISZIS TO CERTIFY that the On-site Sewage Disposal system Constructed Repaired Upgraded > g P Y ( ) P � ( ) Abandoned( )by Z�Z, 4: ..J at 3 �=�' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N dated Installer f�� `�rr��© Designer #bedrooms L/ Approved design flo twt gpd The issuance of his p rmit shall not be construed as a guarantee that the system wil h ti(on as designed. ' Date I Inspector \ 1 , -----------------------------------------------------------------------------------------------------------------------.---------------- No.— .t�:� �-�(1i �� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS MispoBal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at 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 7ust be completed within three years of the date of this permit. Date / , Approved by �,•���n Of Barn oFawE r� St, �?bP�,aE'., f` Regul :>rc�> Se>r ice . - Richard V S C4 lnf�r�nr D., recfo3 nnsLvsFasci;_r ,p MASS. .. . ... Publac,44Ie <th,DEv2s bg i h'oriias"1>CcKen;�}zreetti'rr ZUUi4an Sty eef Hyannis,IYT� f}2601; Itrstall''er&,�eS�aner Certif"icatiori._1+oriri Date: Ce 1` Sewage;, eeie it# llesibtter -•' � .n��r,.n :pit ,�h�• ln5#alley. �� ," ��{ ���-� �t✓` -A­d:dress: rtvsl mac/ /Z :.. Address, d ZGi,733, d r e y��yas Issued a ern�zt t� nstall septie�systein°at _wSi;� e� ' abased'or, a design Lira«�r by (,, ddressj i I wcertifv that the septic s aem reterenoed aboNc wits installed suvst in,ttally - the des.cgn, �,hich nay r>?chude rtiirior�a according to,' dr5trtbuxin boy .andrOr se�ttc taft. Stri -, I:tt eq>1 jed} wasr.jns�ected,andLtht Soil we>t .found satisfac oz.y, > I certify thatihe settc syst�c�l rel�erene�d ahove�was installed with, iiia�ot --:fi3nge5:(i.e., r deafer tnaL7 ..1�.0' lateral-relUeat:nn of the 'Sf1S of any���erta°ca! ael;ocafiori of a2zY,�coml?Ut��Via;J of the;tie�t>cysten) but in accordlnce �ei�th Stag.& Ior1 R4 �ulatiei� _ Plar€ecvi ioin br cRititicd aS;Ut�ilt by'c es�gn , to,fo.11o�a, Sttil� ti 1,fif.reclufred) �vas :i 'l el ted anti thr:.url.s: 'were fatJ d satistaek°oty,., I uertifv that;the systcrn ' ie feleced. �b&.e: vascosu oftheI,A with the,t"OrrnsAProta letters;(► aPPhc !e) = taller s Stgn_atiue--- CN.5149 De ( Szgii 5 Siilatttre) , Attrx Dstgne.:`: ere) r' OF CO , iC I31�'IfigON ' C�RiZIiC!"LE R lCH :ALIP O t3 1 A T €SSU L 'EED I t UNTIL $OTIFI Tk1IS )�'tJRl1�BUI CAR 'RE G IV D,T3 'TIF E B,a:RUSTABT,it, F'.C7Bi 1:C"'11'i;a.y 'I'H lIA1�li 4"OCt. i w .-:� (� Set,++ ..ilcs+;nej•,C�rttft��t+Qo Piv+i Rev 3.;id t3 do�� . fez Engineers note.T:�as�crt+tca{+on+s limttea to,ar;,as,bu f+m ecA+on'eLsys:em Componec;s as ir.stalied prior to backiilf Fh? engmter'd+d not supeviseconsrucUon;ofths;system l;hz;ir'isWl r,asswnesre ns+bit'ty.idr2lPmatenai5:,iorc;rarsni caektsl`' ao spgpmed grades�v+th proper cempaC"and sett+ng tsersfcgvers.as shown qn the d stgn`pEara; �` ang. d ty A TOWN OF BARNSTABLE LOCATION Z-0 �'li�S'u/l J��'. SEWAGE#� Vn,LAGE ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO./Zv/ e—©,,& loi/ oreAX,G S4/y,F1 SEPTIC TANK CAPACITY f 0 00 !;ZyZ � i ado LEACHING FACILITY.(type) . /„/ (size) NO.OF BEDROOMS BUILDER OR OWNER % PERMIT DATE: 44— Ze �'41p' COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �� Feet Private Water Supply well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z-Z �, ,� � � WwN �� � 4 � � � � � � .. � a ��, S � _ � ���® A ® �' � � - .> ld N �^ 0 y@ o ��— --� Nor 9?t-- Fee !/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for Miquaf *pgtem Cotwtruction Permit Application for a Permit to Construct( )Repair(a/)Upgrade( )Abandon( ) O Complete System e Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ,9,V*1V1M? ."0 Installer's Name,Address,and Tel.No Designer's Name,Address and Tel.No. Anflrzal�Lj Gehd5X_ >/— 9 A� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building �1GeNo.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow r�d gallons per day. Calculated daily flow `e� O gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 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 Certifi- cate of Compliance has been issued by is Boar of alth. Signed Date 11�J� Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued " v �-- Z_ e ;lrto Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: J' tq'\ UBLIC HEALTH"DIVISION - TOWN OF BARNSTABLE,.'MASSACHUSETTS Yes r Anticatiort for Mfi6po.5ar *p6tem Cougtruction Permit Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) ❑Complete System L'7Individual Components Location Address or Lot No. 1_46 Owner's Name,Address and Tel.No. Assessor's Map/Parcel �� 7 � C Installer's Name,Address,and Tel.No Designer's Name,Address and.Tel.No. Type of Building:Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( 47 6 Other Type of Building wceNo.of Persons Showers( . )-,Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow zlevd gallons. Plan: Date. Number of sheets Revision Date Title"" Size of SeptickTank LS"O� CX%S)`/r19 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) / /CN` ✓�d��/� L D. e 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/vl�c the system in operation until a Certifi- cate of Compliance has been issued by this Boar of alth. ° 11, Signed bate /f//17/ Application Approved by Date w Application Disapproved for the following reasons } Permit No. Date Issued --------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of-ComplianceTHIS IS TO CERTIFY, that tfie On-site Se age Disposal System Constructed( )Repaired( ")Upgraded( ) Abandoned( )b at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �" dated Installer Designer A The issuance of this pe 'shal not be u strued as a guarantee that the sfsm)RA function sdesigned. Date / Inspector 1A,4 v!Y(/ v --------------------------------------- No. f �6 v ` Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS Mi5pogal"Op5tem ou!6tructiou Permit Permission is hereby granted to Construct( )Re air( �Uugrade( )Abandon( ) System located at /� !/$[,l!'j /. ee and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 t. _ t Date: ,f�// Approved b • 1A6199 NOTICE: This Form Is To.Be Used For the Repair Of Failed Se`tic Systems Only. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUMON PERMIT(WrMOUT DESIGNED PLATYS) J � r hereby certify that the application for disposal works construction permit sismed by me dated �/�? �� concerning the property located at 4/: 1 2/1°l��/� �mee0.s all of the followinsz criteria: r/ The failed system is=nne.ed to a:es:dentim dwedin;oniv. i here are no c:,mme:mai or cusmess es associated with the dwelling. ��e sail is ciassin er as C�..S .and:he erciatien-are is less ;..hen or Huai :c minutes ter:nc 7-iere are no wetlands within '00 ter;cf'ye orot;c_�senvic system taen are no aware wei-.s within :0 ter;of he:rctcsed sertic system r "here is no inc=se in few andicr rhanae= sse pra`Poser Y ?here are no variances=uesed or needed. The bottom of the proposed leaching�c:lity will not be located less than ave tee;above the ma.-durum adjusted groundwater table elevation. (adjust the;oundwater tabie using the?:.=tcr /method when applicable] �' iif the S.A S. will be located with='0 feet of any vegetated wetlands. the bottom of the ptcncs leaching facility will not be located less than fcurteen(14)fey;above the ma..dmurn adjusted ,groundwater table elevation, Please complete the following: A) Top of Ground Surface Ev ation(using GIS information) -z-7 B) G.W.Elevation j the MAX.High G.W.Adjustment. Z = DUTERENCE BETWEEN A and B SIGNED DATE: ( mtch proposed plan of system on back]. 4F hum hww.cut TOWN OF BARNSTABLE LOCATION l� �%�,SI,I ©�• SEWAGE # VILLAGE C e,14768!'Z✓i,1/e ASSESSOR'S MAP & LOT Z/�—e Z i INSTALLER'S NAME&PHONE NO. krrf��r�> C®�'��` 71 SEPTIC TANK CAPACITY Dooi.G i LEACHING FACILITY: (type) F,a!',� (size)NO.OF BEDROOM BUILDER O OWNE /9crrw _ f PERMITDATE: COMPLIANCE DATE: DD Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 9 t Feet Private Water Supply Well and Leaching Facility (If any wells exist i on site or within 200 feet of leaching facility) XJ 1, Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �GI i ]h ,►d>& TOWN OF BARNSTABLE � LOCATION all SEWAGE # 99-771 VILLAGE C e-4 24-eLL121/e ASSESSOR'S MAP & LOT / E:- Z INSTALLER'S NAME&PHONE NO. kr7t91,1®17L, C®e,� 7 7/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Fir!. (size) /f ',( Spa ' X NO.OF BEDROOM 4/ BUILDER O OWNE PERMIT DATE: COMPLIANCE DATE: ®D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) ,4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 14G�' tear 1 r r 1 s a�rH9d�u yo- r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r ..................:... ....................OF...........................-•-.--......--.------........------------...................... Appliratiun for lliupuuttl Works Tunutrurtiun Vanti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: I ....:...........__... ...........IR .----a ..... ---....------...� ............................................................. Location-,Add or Lot No. ......�.�51_ J 1 +'_7��°.._ '...<)l) /.4 - ......................._..... Owner Address OL a --••...... ....... ---...... --- . pYh�N.i S..... 1 ?............... ---------- Installer Address d Type of Building n �,n 'J Size Lot...j�?Q........Sq. feet Dwelling—No. of Bedrooms.QeS aQe�( °�"gee Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria a+ O t es ..... -- --------------------------- W Design Flow....... .sR 1� -----------gallons per person per day. Total daily flow___ f�___ = ____.__..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 oO Dosing tank ( ) '-' Percolation Test Res lts Performed by.......J a....J �.©h a_.__...... _�Qt_EJ_ �� �._. _. -----•... Date.---- -- � ------•----- aTest Pit No. l .r!'�?._.minutes per inch Depth of Test Pit---- ............. Depth to ground water..................... (14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -_3-..---------••-••---........6..-':�------- --------------------------------•-----------------------------------------...---•----- ODescription of Soil----laon.. S..' 'ftL(..... .. -------------------------------------------------------------------------------------- V --------------------------------------------------------•-------------------......_..... ... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ---------------------..............................-- ---------------. " ............................................................. .......................................... Agreement: The undersigned agrees to install t e aforedescribe In idual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sa de n rsigned further a rees t to pl em in operation until a Certificate of Complia a has b i oard e th. Signed---- •.... ..`. _. .... .............•••••................... ....... ............Da.......... _.... Date Application Approved By----••--•--. ........ .. . ...... ---•-............................... ....-- -L� Date Application Disapproved for the o reasons:•-•---------••••-•--•-••••-----••---•-------•-••-----•------••-••-----•-•----•-•--•-----••-•.................._ .............-........................................................................................................................................................................................... Date zPermit No................................................... Issued....................................................... G.. on ................................•----- Date 171 Fzz......THE"COMMONWEALTH OF MASSACHUSETTS . BOARD OF HEALTH ............................................OF.......................................................................................... Appliration for Disposal Murks Tonotrudion thratit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ........................................................................................... .................................................................................................. Location-Address or Lot No. ..........................................r.................................................... . ............................................................................................ er P Address ................. n 1 jer 45WN............... .................................................................................................. Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.......................:....................Expansion Attic Garbage Grinder 04 Other—Type of .Building .......Z----------17--------- No. of persons............................ Showers Cafeteria Otherfixtures ..............4;..... .................................................................................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................g-,dlons. 1:4 Septic Tank—Liquid capacity............gallons Length................ Width............._.. Diameter................ Depth.::............. Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. Seepage Pit No..._...._............. Diameter.................... Depth below inlet.................... Total leaching area..................sq. f t. Other Distribution box ( ) Dosing tank ( ) .1 Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.............._.._.. Depth to ground water......................... GZq Test Pit No. 2................minutes per inch Depth of Test Pit................._.. Depth to ground water........................ P4 .............................................................................................................................................................. 0 Description of Soil.........................................................I.............................................................................................................. U .........................................M.�....................................................................................................................................................�.;........ ........................................................................................................................................................................................................ U Nature of Repairs or Alterations—Answer when applicable................................................................................................ ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in_acc��ddance with the,Rrovisions of TAITLE 5 of the State Sanitary Code—The unders' actlurther r ,!s-,no olace th_--estem in eration until a Certificate of Compliance has been issued by the boZ-of h*�,l Signed......................................I ................................................ .......................... Date ApplicationApproved By.............. .........................;,V.%.................................................. ........................................ Date Application Disapproved for the f oull 9.. r aso.......... Issued..............------........................._...._.... ....... IL(I-P-L-41------------------------------------------------ ........................................................... ................................................................................................................................... ........... Date.. PermitNo........................... Issued................................................... ...... Date THE COMMONWEALTH OF MASSACHUSETTS BOA HEALTH ......... ...L.%,Nfi..4......OF... (9rdifirtap of Tautplianrit THIS IS TO CERTUY, That ftlajpSal Sewage Disposal System constructed or Repaired by........................... ........................ L---------- ------------------------------------------------------------------------------------—----— at.......................... . .............................................................................................................................................. has been installed in accordance with the provisions of TIT-LF,__.5.of he State Sanitary Code as d. rib ed in the application for Disposal Works Construction visions No........lt�..5....V. :I-. dated................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEiE THAT THE SYSTEM WILL FUNCTIO* SATISFACTORY. DATE............................. 1, 4­1---------------------------- Inspector........ ................................................... ew, T-.s' 4 6,pwc 20SIALLe P, 1AAwS'r 4e%tij VA-f e THE COMMONWEALTH' MASSACHUSETTS . BOARD OF HEALTH VK%-f%T No........... S3a........................................OF....................................................................... her r Permission is' d ............................5.. ... ........................ ),eby granted....:: ..... to Construct Repair an Indive*65"age fAsg)o8al Systek—V I ....... ............ at No...._....._...._....... ................................................................................ Street as shown on the application for Disposal Works Construction Permit No..................... Dated...............: *........... ................... .... i ....... ......... DATE.. .. 92 .-------------........ ------------------------ 1255 A. M. SU-/--FORM "IN. INC., BOSTON il:• i yn4 p 0 o i 12�o.�� ZOO(� .LSu00 I.L,LO'IO.L2i0S 66C6 M 80So fib=60 00/SO/TO rµ y+ -Town of Barnstable , r. . Bard of Health+- Town Hai 1 Hyannis - � a sit •s'� j i. ' ;<.. ` ' Dear Sirs: '. ` ' �• I ''cert'kfy °that the sanitary•'system ,shownron a plan' for . the,Jamun`'Co. .on Lot'.# '4' � Evsun- Drive� ,was• 4installed according to design; `' . . ' t f• Sincerely, Date:. n • .J .v - _•.. tN,. •sw ...•�.a� 1. - n . ��r4 .i Y t ±'s n r ' E �• �'< '4 f r H .i t {y ✓1 Y•" ! + r a s. .. _r. .� . • + 6 ` / ♦ ., ... Permit Number: . Date: Completed by HIGH GROUND-WATER LEVEL COMPUTATION Site Location: ��S U1'J Lot No. J T Owner: �I�u/., Address: Contractor: �� ��h _ u_J Address: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. date STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: Z?C� A) Appropriate index well . . . . . . . . . B) Water-level range zone STEP 3 Using monthly report"Current Water Resources Condit.ions" determine current depth to water level for- index well . . . . .. 7/�1 mo yr STEP 4 Using Table of. Water-level Adjustments for index-well STEP 2A , current depth to water level for index_well (STEP 3) , and water-level_ zone (STEP 2B) determine water-level adjustment . . . . . ... . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `T STEP 5 _ Estimate depth to high water by subtracting the water- ; level adjustment (STEP 4) from measured depth to water :. • . 1^ p level at site (STEP 1) . . . . `7 5� ��s IGY.1► `y,��-rA Si►�c5�1�E F�M►uf 3 �Evecao►�5 • h1D G-*-XV A-6w- 6mI4==t. ►L`( -Fl6W - 3 %%o ='s.3064P 5E?T1 c. Ti4►ak ;3b x�SU�/.•49S 6PP S S1-E i2 LASE IOoO Ezo+-r~1�f.,'"Ti�►atC LEf.�.t-� "�►sL'c��. . USC 3ww n���=usso�5 �L4A-1 wJDEWALL AV-FA CAPAL/T`(: b 9 Z, IT Z CLPV� aZQ_ L-0 = 3ZO GP7 TOTAL-P'res16 6L?y I��T1�1 L Z:Y 1/1SPOSFatr AsriF.-P <p-M6..E 16• ALL A.W 0 6WSVLA S 2"o►� o"Smuv-orJ► ` b'P og � ►.�, tw OF its '4 o� MARTIN cyLP MORAN u tees ► rv -� 23417 0 q � q ; : ,� ,q G►2�c.Les � �c��c�+g-'re- �o,� loco imq 1"i Pip t � C X�S T t b�9 E� �'LEYArTi o wuS A 70 �'GE�T'IF� •THAT- '�}Fa S++Ow1J �t6��oaa Fov_ TAF- 7z:>W k Z>+- 1 a.c �•n. .C.: t, ,,I cv n b �51�16L� �',a MIL`C 3 �EDYLb1�S \ISO LASE 1 o= Ex�+- )- A`Toh,uac. LE•A�N �1 sL�-- uS C 3 �t_o w-n«,=uss�es ���-�� C.J�7AL IT(: 6 9 0- 7- = 1?Z apvP '$oT�M flz�•� : 32D S P C'APat.rc�(; '3Z:o i•O . =. 32CJ EP;7 Z:57 A-(S 3A tip V1 ,f AStbFp 4��..r►t. IAIL.t_ S , 2.".0..1 EhS.tU i1'E O1J1 dt,�ss9c i . j j moo` MARTIN yN se E. 1 MORAN H a $23 17 r �— --- .� RYA j O h �'��v,, �"-�• tee- 8. 1NV 1NV 10a(j �tJv » D15t fuv T 5�35G'L /.S G 4L -1 �l I ' `raltc 097o a Sc�si.E. 70 2-L Ac►J'r,�o ASSESSOR'S MAP NO. a Z' ARC EL � L6CATION ��� C. SEWAGE PERMIT- NO. '-JINSTA LLER'S a A. DDDDRRESS o n � 1�.11-#I ✓ � dG �e U I L D E R 0R OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED i 00 0 5SP-01 C ct a 3 FL-ow 01 Ff%6eves l l/ w 1 14 ' 6,70 �! �� I _ r � 99 TN OF MARTINI MORAN 00lb% Qf= • _ .e�'Q�QCi✓ice .. . . - � r. _ (`''evs5 _ r (u( 9� ALb�31c';zE m: � 4 r /1 /�F,Lam✓�� 23 \ ,r"/�-v MLLIAM ./,;w nl y4fy'� � yFCI$tER��J�'•.. / � j Ax / M LEGEND �a s ° C4nl6e�f Mill Ry =� / r � - 100 -- EXISTING CONTOUR c Rd c x 100.98 EXISTING SPOT GRADE s°`°`�° INSTALL A 40 MIL POLY LINER 100 PROPOSED CONTOUR o TOP OF LINER, EL.=99.6 100.3 PROPOSED SPOT GRADE Route 28 0`s - 6 2g .7, BOTT. OF LINER, EL.=97.1 p / W EXISTING WATER SERVICE Westminster Rd LOCUS G 3j STRIPOUT BOUNDARY G EXISTING GAS SERVICE �a SEE NOTE 11 --e.H. W. -OVERHEAD WIRES e`5 x 98.32 c EXISTING LEACH FIELD TEST PIT E �,eG°� TO BE REMOVED WITHIN THE BENCHMARK J PROPOSED S.A.S. FOOTPRINT H LLY LOCUS MAP & ABANDONED, ELSEWHERE0 ��. NOT TO SCALE ��,� GENERAL NOTES: 97,86 ��,.� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF EXISTING SEPTIC TANK TO REMAIN ��' �'' 101• HEALTH AND THE DESIGN ENGINEER. TP-2 � .,; , t. ( ) o� ..,'��. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE TOP OF TANK, EL.=98.94 0;:`. '�.., :.�;; ; INV.(OUT), EL.=97.54tf O x co TP-1 7 STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES 1 .�.: ..,.:. .;.�... AND REGULATIONS. 9732 BENCHMARK , : 1.,: �.D,ti. !� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO 1� N �.-p ��::� INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER. ORANGE DOVTOP RET. WALL r- �� n 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM EL.=100.64 I ..� 01:N:i". , THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER i... t o 098,65 BEFORE CONSTRUCTION CONTINUES. 95.55 / i ;: �::: ;goo PROPOSED 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. ,.:•,.;• � t.P PUMP CHAMBER 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE_FAILURE OF THE x 97.69 x L_ _ 1:..;`� _J CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1Z' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 01 8. THERE ARE NO PRIVATE ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. O 08 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON , THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. IO x 97.02 N 99.42 10. IOTF SA HALL BE THE LL UNDERGROUND PONSIBILITY OF UTILITIIES, PRIOR TO BEGINNING CONSTRUCTION.TO VERIFY CATIONS + 9 7,6 6 98,34 x � M 99160 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH SPIKE 1 0.64 AND FOR 5' ON ALL SIDES OF THE THE S.A.S. AND REPLACE WITH CLEAN SAND LOT 4 98.28 AS SPECIFIED IN 310 CMR 255(3). x 94,78 PL NTER 00,03 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY C 16,685 ±SF A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL 0_ I 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING SEPTIC 0 EXISTING DECK SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. o cV I 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND s I HOUSE(#10) IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 97.98 T.O.F.=102. 11- Of o I W approx. W W � C ar Floor, EL.'-95.Ot 100. 7 99,66 �� MASs9�, ro I CB I 97.31 `I 99.95 o PETER T. J' McENTEE 100.94 x v CIVIL 97.53 10 8 No. 35109 f7 � :STONE +100,79 WALK R£ SZE � 4� % , 100 �,31 � � •� ;DRIVEWAY _ '•.;. � �- ;. : o STONE,.. ",. PARCEL ID.� 168_082 \01 97,18 � DRIVEW ,' 135.00' 9 UPGRADE PLAN s 9 7 _ _ , .C8. PROPOSED SEPTIC SYSTEM 97.71: " 100,03.. 98.22 � 98:07' . 10 EVSUN DRIVE, CENTERVILLE, MA 02632 Pr ared for: Tim Acton, 232 White Oak Trail, Centerville, MA 02632 edge o{ _ eP 97.65 97.44 pavement 97.51 9971` , Engineering by: SCALE DRAWN JOB. NO. EVSUYV Engineering Works, Inc. ;"=20' P.T.M. 189-19 DRIVE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 5/14/18 P.T.M. 1 of 3 w E EXISTING SEPTIC TANK & NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL PROPOSED PUMP CHAMBER POLY LINER AS SHOWN ON SHEET 1. PROVIDE RISERS & COVERS AS DESCRIBED: TOP OF LINER, EL.=99.6 1) INLET COVER SET TO 6" OF GRADE. BOTT. OF LINER, EL.=97.1 2) 20" OUTLET COVER SET TO GRADE PROPOSED D-BOX MANHOLE COVER SHALL BE SECURED INSTALL WATERTIGHT RISER & PROPOSED S.A.S. . TO PREVENT UNAUTHORIZED ACCESS. COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OUTSIDE DRIVEWAY FOOTPRINT F.G. EL.--99.5t F.G. EL.=100.2(MIN.) to 100.4f F.G. EL.=99.4(EXISTING) PROVIDE ENOUGH WIRE F.G. EL.=101.Ot SLACK TO REMOVE PUMP MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 4' DIAM. INSPECTION PORT, L - 8'(1 AX) 17' x 35' LEACHING FIELD W/3-4" PERFORATED IN S.A.S., SOLID pNC ® S=1% (MIN.)SGH 40 PERF, PVG DISTRIBUTION LNES ABOVE S.A.S., WITH SCREW CAP L = 8' '• SCN 44 BLOCKS 4'SCH40 PVC SET TO WITHIN 3' OF GRADE. ® S=1%a (MIN.) TOP EL.=98.33 ?ot tNR BENDS CAPPED ENDS 4"SCH40 PVC pRO P:1 ALL B . .' e" . .. .. ..� •. 6" EFF.DEPTH EXISTING 10" INV.=99.43 INV.=99.26 I SLOPE OF PERF. PIPE = 0.5% I INV. EL.=99.00(END) 14 HOUSE(#10) PROPOSED D-BOX 35' EFFECTIVE LENGTH DECK ADD INV.=97. 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) EFFLUENT 2 FLOATS FILTER LET INV.=97.Ot INV.=99.18 BACK OF HOUSE KNO OUT EXISTING BOTT. EL.=92.70 NATIVE FILL SEPTIC TANK 1000 GALLON MONOLITHIC MULCH OR VEGETATIVE COVER INV.=97.54t PUMP CHAMBER (H-10 RATED) EXISTING (See Pump Detail, Sheet 3) FINISH GRADE (FIELD VERIFY) EL.=100.33f W �� ,� ^* 4o FILTER FABRIC NOTES: 1) PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND TRUE BREAKOUT ELEV.=99.53 '.x.•.�. .r.,. .Y Ar p TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=98.50 3/4"-1 1/2" DOUBLE 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 3.5' 5' 5' 3.5' WASHED STONE 5' MIN. SEPARATION TO G.W. n 3) MAX. COVER OVER SEPTIC TANK, D-BOX & S.A.S. SHALL BE 36". AND 4' OF NATURALLY 17 EFFECTIVE WIDTHCO 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR OCCURRING PERVIOUS SOILS M TO CONSTRUCTION. SOIL ABSORPTION SYSTEM (SECTION) n 5) EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET EST. HIGH G.W. EL: 93.5 _ 1 TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER SHALL ASNEEDED TO INSPECTED PREVENT BACKASEWAGENUPLLY, OR 1 O 1 SEPTIC SYSTEM PROFILE �1 T, o �n N SOIL LOG 1 DESIGN CRITERIA DATE: MAY 14, R( I ## )) SOIL EVALUATOR: 2: PIETER MCENTEE SE#11542 NUMBER OF BEDROOMS: 4 WITNESS: DAVID STANTON IRS HEALTH AGENT SOIL TEXTURAL CLASS: CLASS I ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 98.0 0" 97.8 0" DAILY FLOW: 440 GPD FILL FILL DESIGN FLOW: 440 GPD 96.7 28" 95.8 . 24" GARBAGE GRINDER: NO Ab Ab LAYOUT LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF L10YR /2D 10YR /2D S.A.S. .74 GPD/SF 95.2 B 34" 95.1 B 32" LOAMY SAND LOAMY SAND pERC EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 10YR 5/8 10YR 5/8 30'/ C PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY, H-10 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 94.0 C 48" 93.5 HIGH G.W. 52" PROPOSED SEPTIC SYSTEM UPGRADE PLAN 93.5 HIGH G.W. _ 54" C REDOX 7.5 YR 5/8 10 EVSUN DRIVE, CENTERVILLE, MA 02632 INSTALL AN 17' x 35' LEACH FIELD M-C SAND I M-C SAND SIDEWALL AREA: NOT APPLICABLE 2.5Y 6/4 2.5Y 6/4 Prepared for: Tim Acton, 232 White Oak .Trail, Centerville, MA 02632 92.7 STG. G.W. = 63" 93.0 STG. G.W. — 58" SCALE DRAWN JOB. NO. BOTTOM AREA: 17' x 35' = 595 S.F. Engineering by: TOTAL AREA:.....................................595 S.F. 91.0 84" 90.8 84' Engineering Works, Inc. N.T.S. P.T.M. 189-19 PERC RATE <2 MIN/IN. "B&C" HORIZONS 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. .LEACHING CAPACITY = 0.74 GPD/SF 'x 595 SF = 440.3 GPD ESTIMATED HIGH GROUNDWATER, EL.=93.5 (REDOX) (508) 477-5313 5/14/18 P.T.M. 2 Of 3 I ' NEMA 4 JUNCTION BOX CORROSION ,RESISTANT & LIQUID—TIGHT CABLE CONNECTORS SUPPORTED PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS—JB PLUGGER OR EQUAL. PROVIDE ENOUGH WIRE SLACK TO REMOVE PUMP INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH' WATER ALARM 1/8" DIAMETER. f 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. SLACK TO REMOVE PUMP INV.(IN)=97.24 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) DOSING & STORAGE REQUIREMENTS (INSTALL QUICK DISCONNECT FOR EASY REMOVAL) 2"SCH. 40 DISCHARGE (THROUGH RISER—SEE PROFILE) DESIGN FLOW: 440 GPD ALARM ON EL: 94.45 2" 90' ELBOW W/ 1/4" WEEP HOLE DOSING REQUIRED: 4 CYCLES/DAY (SAND) PUMP ON EL: 94.20 FOR SELF—DRAINING FORCE MAIN 440 - 4 = 110 GALLONS/CYCLE BOTTOM OF PUMP OFF EL: 93.70 1 15" 2" SWING CHECK VALVE DISTANCE REQUIRED BETWEEN PUMP PUMP CHAMBER 9" 2" SCH. 40 PVC DISCHARGE PIPE ON AND PUMP OFF FLOATS: ELEV.= 92.70 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE 110 GAL/CYCLE - 250 GAL/FT = 0.44 FT/CYCLE (SAY 6") PROVIDE 2 FLOATS: 3" (TO PREVENT PREMATURE PUMP BURNOUT)' STORAGE REQUIRED ABOVE WORKING LEVEL: ,_3Z�9--uALLONS FLOAT NO.1: PUMP ON/OFF—SJ RHOMBUS (PROVIDED WITH PUMP) I STORAGE PROVIDED: 410 FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY LE40 SERIES PUMP .4 H.P. 115 V IN - = (ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2" DISCHARGE, OR EQUAL INV.( ) EL: 97.24 PUMP ON EL: 94.20 3.04' PUMP AND ACCESSORIES AVAILABLE AT: STORAGE PROVIDED = 3.04 x 250 GAL/FT = 760.00 GALLONS CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. PUMP DETAIL 4" TOP 24" DIA. COVERS (TYP.) 8'-3-1/2' ►I INLET OUTLET — FT — -n — B U OYAN CY CALCULATIONS 5' 3 1/2" 3" 7A I I I I `4 1000 GALLON MONOLITHIC PUMP CHAMBER 54-1/2" 48" 51-1/2" 5 5 1/2 I I REINFORCING RIB LIQUID 3" _ _ BOTTOM OF UNIT EL.= 92.7 \ �LL HIGH GROUNDWATER EL.=93.5 i I I I I BUOYANCY FORCE PER FOOT OF DEPTH: I I I I 8.3' x 5.5' x 1' x 62.4 Ibs./cu.ft. = 2848.6 lbs. — Li— — J_j — MAX. DISPLACEMENT = 93.5 — 92.7 = 0.8' 9'-1/2" MAX. UPLIFT PRESSURE = 0.8' X 2848.6 Ibs/ft = 2278.9 Ibs. CROSS SECTION A-A 4" KNOCKOUTS PLAN VIEW WEIGHT OF UNIT EMPTY = 8,338 lbs. (TYP.) 8,338 Ibs > 2,279 Ibs O.K. SPECIFICOONS 1.) CONCRETE 4,000 PSI AFTER 28 DAYS. 2 ) CONSTRUCTION SECTION TO DEP TITLE V REGS. 310 CMR 15. 2 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 3.) REINFORCEMENT PER ASTM C1227-93. APPROXIMATE WEIGHT =8,380 LBS 4.) PROVIDE POLYMER COATING O EVSUN DRIVE, CENTERVILLE, MA 02632 APPROVED ALTERNATE MAY BE USED. Prepared for: Tim Acton, 232 White Oak Trail, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. 1000 GALLON MONOLITHIC PUMP CHAMBER Engineering Works, Inc. N.T.S. P.T.M. 189-19 WIGGIN PRECAST CORP MODEL#¢1000MONTH 9 �. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 5/14/18 P.T.M. 3 of 3