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0006 WIINIKAINEN ROAD - Health
6 Wiinikainen Road West Barnstable A 132 — 015 i Massachusetts Department of Environmental Protection Bureau of Resource Protection . Well Completion Reports Well Driller Please specify work performed: Address at well location: New Well Street Number: Street Name: 6 WIINIKAINEN RD Please specify well type: Building Lot#: Assessor's Map#: Domestic 132 Assessor's Lot#: ZIP Code: Number Of Wells: 015 02668 ......................... City/rown: Well Location BARNSTABLE In public right-of-way: GPS t" Yes No North: West: 41.71209 70.38261 Subdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner: Street Number: Street Name: ELISABETH WIDMER 6 WIINIKAINEN RD City/Town: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02668 Board of health permit obtained: �'°Yes (7,Not Required Permit Number: Date Issued: 11/05/2021 W2021064 t __ Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program ' Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock r...._._._.��..........�......................_..... Auger........._......................................_....... '._Choose Bedrock— 1 ......... ......................................... WELL LOG OVERBURDEN LITHOLOGY Drop in drill Extra fast or slow Loss or addition I From(ft) To(ft) Code Color Comment stem drill rate of fluid 3- 0 20 ay_Cl ;Brown (,Fast("Slow E' mm YES NO ! ............„..V Lass Addition 2 d �0 j Clay Brown Y S (`Fast S owl r � _..� Loss Addi6an .................................. 3 ...._.? i 30 50 i)Fine To Coarse S ?Brown • C`Fast f">Slaw 7 ................... f. .... YES NO _ Loss Addition WELL LOG BEDROCK LITHOLOGY Loss or Extra Drop in Extra fast or =Visible Rust From(ft) To(ft) Code Comment addition of Large t drill stem slow drill rate Staining € fluid Chips _.. Choose Code Yes Ye YES NO Fast Slaw Lass Addition ADDITIONAL WELL INFORMATION Developed Disinfected Yes No Total Well Depth 50 Depth to Bedrock Surface Seal Type None racture Enhancement 'Yes a::No CASING is Casing above ground? From: 1 To: 0 From To Type i Thickness Diameter I Driveshoe ..�.. 0' 47 Polyvinyl Chloride 4 Schedule 40 4 Yes SCREEN I No Screern, From To Type Slot Size 'Diameter 14� 150 Stainless Steel Well Point 0.010� i..........................................._.......................................................... E' j WATER43EARING ZONES W DRY WELL From To Yield(gpm) PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant Speed - Pump Description Horsepower Submersible ! 1/4. t Pump Intake Depth(ft) 46 Nominal Pump Capacity(gpm) 10 LMassachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) ANNULAR SEAL I FILTER PACK ............ ..................................................................................................................... ................................................ ....................................................................... ...................................................- ................................................... Water BatchesMethod Of j From TO I Material 1 Weight Material 2 Weight (gal) (count) Placement Choose Material Choose Material Ch ..One----,-j, lj _-j.......................................I........... ................... ......................................................... ..................................................-........................—.............................................----..................... .............. .................................... ........................ . ...... .................. ................................. .......... WELL TEST DATA .................... ............--..................................... .................................. .................................... ..............................................................................---.......... Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date Method Yield(gpm) ((HH:MM) BGS) HH:MM) BGS) [01:30 [20 i18 Constant Rate Pump 112/17/2021 Co .......... ............................................................ .............................................. ......................................................................... .................................... ........... .......................- WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) 'Measured 118 .... 1112 ......... .. !:; ......................... .................. COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct sipervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. Supervising Driller DESMOND WILLIAM Monitoring[M] Ill, Signature DrillerURQUHART Registration# 764 THOMAS,E DESMOND WELL Firm DRILLING INC. Rig Permit# 0551 Date Job Complete NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion, ENVIROTECH LABORATORIES, INC. ` MA CER:T. NO.:M HA 063 ' 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(.508)888-6446 Client Name: Desmond fVell Drilling Location Address: PO Box 2783 6 Wiinikainen Rd Orleans, MA Barnstable,MA 02653 Lab Number: DW-215817 Collected By: Desmond Well Drilling Date Received: t.12/17/21 - Sample Type: New well Well Specs: 50/18 4"PVC Location Source Date Collected Time Collected , .. Comments A 12117121 Well; Analysis Requested Units Recommended Limits Analysis Result ' Method Dale Analyzed Analyzed By pH - pH units 6.5-8:5 7.26 SM 4500=H-B 12/17/2021 SD Specific Conductances umhos/cm 500 92 3 EPA 120.1 12/17/2021 SD Nitrite-N mg/L 1.00 <0.006 EPA 300.0 12/17/2021 SD ..__.- .. mm� Nitrate-N . mg/L 10.0 0.81 0 12/17/2021 SD . ...... - Sodium mg/L 20.0 15 EPA 200 7 12/27/2021 KB _._.. ...._...__ __............�_. ... _.. ......., ._ .... ........ Total Iron mg/L 0.3 Q.13 EPA 200.7 12/27/2021 KB Manganese mg/L 0.05 <0.005 EPA 200.7 12/27/2021 KB .__ _.. Volatile Organic Compounds" ug/L See comment See attached EPA 524.2 12/21/2021 NEC' ._...._..... .. .__� __ _ ..................... Total Coliform(Presence/Absence) Presen @t/Absent Absent A SM9223B 12/17/2021 KF 1845 Comments: Chloroform and three other trihalomethanes(THMs)—bromodichloromethane,dibromochloromethane,and bromoform—are disinfection by-products commonly produced during the chlorination of water. All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results. We certify that the following results are true and accurate to the best of our knowledge. `Water meets EPA standards and is suitable for drinking for parameters tested. Date t 12/29/2021 Ronald J.Saari Laboratory Director B.RI,=Below Reportable Limits "See Attached Page 1 of 1 nCertiftcadmi is not avadable,for this analyze for potable ivaier samples.. New England Chromachem - 6 Nichols Street } Salem,MA 01970 978-744-6600 Sample Information EPA Method 524.2 Rev-41 Volatile Organic Compounds in Water Lab,ID:.. 112362 Client:. Envirotech Laborato ,Inc. Client ID: DW-215817 State: Liquid Date Sampled: 12/1.7/21 _ - Date Received: 12/21./.21 Date Anal ed: 12/21/21 M L _ Regulated VOC's Results(uglL) (ug/L)• ` Unregulated VOC's Results(ugtL) Benzene ND 5 Acetone'. ND Carbon Tetrachloride ND -- 5 ' ' Brornobenzene ND 1,1-Dichloroethane ND 7 Bromochloromethane ND 1,2-Dichloroethane ( ND 5 Bromodichloromethane ND 1,2-Dichlorobenzene ND 600 Bromoform 0.53 1,4-Dichlorobenzene I ND 5 Bromomethane ND :. Trichloroethene ND 5 ;:2.-Butanone ND 1,1,1-Trichloroethane ND. 200 N-Butylbenzene ND Vinyl Chloride ND II 2 Sec-But benzene ND Chlorobenzene NO 100 Tert-Bu benzene _ _ ND 6is-1,2-dichloroethene ND _ - 70 Chloroethane ND trans-1,2-dichloroethene_. ND 100 Chloroform 1.56 1;2-Dich..loropropane ND 5 Chloromethane ND Ethylbenzene ND 700 , 2-Chlorotoluene ND Styrene ND 100 4-Chi6rotoluene ND Tetrachioroethene ND 5 Dibromochloromethane _. ND Toluene... ND 1000, 1,2-Dibromo-3-Chloropro ane ND X lane§(Total) ND 10000 _1,2-Dibromoethane ND Methylene Chloride ND 5 . [ Dibromomethane NO. 1 1,2,4-Trcchoorobenzene ND 70 3-Dichlorobenzene ND 1,1,2-Trichloroeth6ne ND 5 Dichlorodifluoromethane ND . ..., 1,1-Dichloroethane ND 'Acetone Detection Limit=10 ug/L 1,3-Dichloropropane ND ND=<Method Detection Limit 2,2-Dichloropropane ND NA=Not Analyzed 7,1-Dichloropropene ND MRL=0.5 ug/L cis-1;3-Dichloropropene ND Dilution Factor= 1 trans-1,3-Dichlorop2pene ND Hexachlorobutadlene ND Isopropylbenzene 'ND P-Isopro toluene ND _ Meth -tert-but l ether '.ND Na";hthalene ND N-Pro benzene ND 1,1,1,2-Tetrachloroethane ND 1_,1,2,2-Tetrachloroethane ND 1,2,3-Tdchlorobenzene ND Trichlorofluoromethane ND 1,2,3-Trichloropro ane ND 1,2,4-Trimethylbenzene. ND _. 1,35-Trimeth (benzene .ND Surrogate Standard Recoveries Benzene-d6 98 - MCL TTHM's=80 ug/L 4-Bromofluorobenzene 95 Method Detection Limit=0.5 ug/L 1,2-Dichtorobenzene-& 106 Analysis performed per 310CMR42 Electronically signed and approved by Mr.Bruce.A.Bornstein,Lab Director Date: 12/22/2021 No. �v• 1� � f Fee BOARD OF HEALTH TOWN OF BARNSTABLE ZippYication -for Well Con.5truction Permit Application is hereby made for a permit to Construct, Alter( ), or Repair( ) an individual well at: 6 \/y i i n i Kali nen 0 , 50rh5ftk�. 13z /DI s Location-Address Assessors Ma and Parcel ice, w d ►mer w i'�n� �.a���ner� del,�arr 'o►bl�Mq ��d$ Owner Address Installer-Driller / Address Type of Building Dwelling X Other-Type of Building No. of Persons Type of Well p yG Capacity Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certi�c�ate�of Compliance has been issued by the Board of Health. Signed Date Application Approved By ' ' ate Application Disapproved for the following reasons: Date Permit No. 3j � k)Lf Issued A Date ------------------------------------------------------------------------------------------------------- - -- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS I1S TO CERTIFY,that the individual well Constructed(0, Altered( ), or Repaired( ) by Installer at W i i n i KCP i rl�-kL�1 r 11S 1 Vltb l�Pi has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. U1ac�a i_ Fee !/_S BOARD OF HEALTH A TOWN OF BARNSTABLE Tipplicalion _for Yell Construction Permit Application is hereby made for a permat to Construct;O, Alter( ), ; or Repair(.). an individual well aT} (0�:. `mil i i i K 1 he kCl ,t6clr�� zt l` 2IDI ' g Location-Address Assessors Map and parcel {�"a Owner. Address " =i 2� olid �ni-e!! r Ili ( o P; 2A96 (Cnkx ivy (01 Installer-Driller 7 Address a`10 t occJ Type of Building Dwelling X Other,-`Type of Building No. of Persons Type of Well G- co y n iv,, x _' .. Capacity y -= Purpose of Well oy`xtc.-ho i Agreement: 3 The undersigned agrees to install the aforet described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been.issued by the Board=of Health. Signed 1 4M Date Application Approved By ►`�V.JA a �_ of M �� c Dater ¢' s Application Disapproved for the following reasons: s - Date Y Permit No. ,� r��, d U f Issued ' r .. Date ��>_.-....�.. .-�' . . -..�>. �.�...-.,.ter.-}. �_..___ .-.—.ter. _ _r__-�,,.�..wry�•.�-ram.».,.s...___��.r_�. �.r�...-_�..r.��-.�_ . ., , ...•-....�,,�r 14 BOARD OF HEALTH ". TOWN OF BARNSTABLE ' Certificate of 'Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by :rn T)11 e �J 1 '" Installer at �0 1 {t.f)1 K {1'`'h ' r �(i I rQf-6,1 I{i 3t° has been installed.in accordance with the provisions.`of the Town of Barnstable•Boar`d of Health Private-WeII Protection '^ Regulation as described in the application for�Well.Construction'Permit No.* Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. >. Date Inspector aa.r rrwrr_-----rr--r+..------o.rarb-.. BOARD OF HEALTH Y' TOWN OF BARNSTABLE Ivell Construction Permit No. tya�1 4 �11�L� Fee Permission is hereby granted t6 -`1'LY11. `•lf�) li'1111`Y➢ '� 11 — , ", .Installer to Construct , Alter( ), or Repair(:) an individual well at: <a 1 Street as shown on the application for/a Well Construction Permit No. Dated Date � ! o� Approved ByM - t r is t@Y. -28.0d' �. +�y' 00* RP' 06 m A.pt' x. M.S.G. S V-p� ' rt r T N H INV. 275t'. EXIS I G I, ` / 2-SE Om r° ` OWE LING r � PROPOSED � MAP 132 TC3F= .28 � GL ANOUT t PARCEL`15 rULL BASEMEN '� ' } � J 16,186i S,F, � i tto N CRAWL' ` � cr W BUSH $Tt P ,, ' EXIST. G6 .W. s (TYP) jj FILLED WI m G I ABANDGNE 30 EXISTI 0r 1 � GARA ii TP2 {I 11 6" PROPOSED I . SEPTIC TALI 251 lllkkk a 1 �0 � � � .., �23 PROPOSE f � to N 131STRIU 4 � s REMOV ( DOWN RQPOSE a' t a CLEAN I M23" 36,53"E raasrwmnrmx-29_5'2 aaeaSLr+A°aoafa oeac-28^Si f»mn c:+wEwsa c+rarefas. 26.2'-2603' J _.�---- 4 - GENERAL NOTES -- frmLve mne:aera�a`— - �� _ ice_-_-__._....-� aofxQxx wa wmevarar rsurrotr.,n•owsEwAsrEn -, I! wamven ararwEr° =as"-s:uoecv�r ¢.111 -nnaaaewkr�-,cL:rarrEa rose E src»�E mc:.mM of awe I ! �+•a,a5ws Moe mmrr roonnwa•asu. 28.fY3 % wsoeiow,reieamEaaL..Sa ! �i ake<°as rrvsc� ' LrE,fiomoakre�a ovawra kreemmom6xov.-. {�araamk,ma-26X2 gmertrol m+xa�E,x kcresa eoawm�mr�n,i� I I �.KKm ___--- -L�-__�.1�° _ urorr<wL;E-�rexmera,ta fkmac t m�kxn _wn.�ate vaw.�s 13 sak°, -- » aLkrfasrasavALv 1 osscar xmrca. 0 cane. arwa.sc,ew _ �w i 1 arw.t. E I —� °•L"' ,L-f° °YLR vxeE>;ew,a i a rsoreaae r��wrx�ha,fl+,wrt mwn&wL aeosnaosrosx acsrame - _ �' 23.00 a°•sLu as�roaaf 1 ` a s°erowi s a w's -L � ! t-__'---___ ..... I . aaE e. earmm�.rtwwmamcnwimn•:om�arwLv roreeL�.a;xw I - ••• � a�5pa:eancar t�. t ..s2s7.0' 1 ( . +*-,I ->c�a.r_lET,fE ;I{ e•e'mc..Irwc�w/u` '�' L\rwa�w rar�vrrc II: '4Q _U.!��©O CJl_L- �!= O _E2Jff lo-'?? 23_ C7�J�n 33Z . 234T _J�bG'7i i as w,Estan mereew iL-,vs6arrGrtkroaEua,mu¢�s.t evra.x®mmr:mww.aforao=eo:.ekL:,awkrrwemeLr,mY+mLe snnn+aawev�ekaacnokcs curka,misnL�Jakara+La¢wsererfnvmrartR rrnwrhxwcn:v ka �v6 r+asmrsurt snAoSs.k,LroESnAzv.+uaa etoes k " I aA^.avree rcaaxwa s,aE I I '� — r._ La.ui,owwr:smEusmuaL�erekmroae�Arrfra ,nrN.sYe,Lup �J L7�(�_l. I wrzaee°ke:LSLLaown+annwremreaae nLmawLf,raredacw�kcrn I' e.ELEVATmM56n6EUOX kW�aO'�rkrE LleldNM pp6rtlU1°L QEwiCNI Oa'ffi41T aY9iM1C-�45ctICAL[Y �' R19e.Cgr4akD dlAIEM¢m VE I I— .--- itb --. � ('�'a) _ . cuwAcrmeA�- - -; nk+x.ana rwoceer�amc, ( aaawnwnma¢c- 1240' _ :� I esrkoL vrenan, wm+fn af„tEeuuaskoxamLvr arrow. I PROPOSED 1,500GALLON H-1000NCRETE SEPTIC TANK wafu,oecwnreufL, 2100' sear <.n car,ay. 6rv_i Ls. Dean,wcASnvm w°oa,omsrwcrux w.,.ka.m.wya, 2-310I3At.i.ON N-tU CIIA.M6ERS CHAea0F12 END VIEW a ,aam5cxvwskv wsrrz"°°as°raoxiamwaFeaa'°,wax°"s'rf"T LENGTH 10'•6'WIOTH r"DEPTH s'e^ CROSS SECTION VIEW eaaecr>weAimumo,afa wazAevercaunEs,aercarkrry msaesaraunen a.,saro..a .a.ti ` TYPICAL GHAM6ER PROFILE ,5reaeyc EM1A SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL E H 10 CHAMBER DETAILS r=s �< ;r. norroacALc ..._.._._._ �____:....-.�-.__ emrrosoue. —_---- vV.- roecxE +a ku.raea6 aa�Ex ruooarsmLc maaa,uaes srwkecukacw+rsarxarr. TEST PIT DATA "imLa+:Lar+auLv f v cdar:nnsaaFvaum eor �- r Yurrro -1----J,.__— '1"l3 I arac uo. um. I kawwwa*ekurrawx TiE keeaor5rurcroc LwEoarw+mEae,+am,Esr �{.® I ��• I I and Ox:HSftM.'F�rroE tFP.uallOrX :N,4PEC[G ®.na tbavr P.6. ,2 kitxFPeIC SYSQLapOaMX195W1W�K1alGtlaaK®laGl® {BYImaF M1FK,Mff56554a:NaraIXr5L9r@Lr WTri RSiNidiA / •� J'" I E .a IXC-tea"° �wxi sw+�af m.Ea oa L9GIEarNpERaAYEVk,?.OtlrES,mt 1 '+_� I .GSE,hEv 9aLL rtIM161MewIDttlktadt j / � ��ee I wr.��s>,.rarer^^��`c�'f ra oomc.vvsoarva�o sra'�srec5.�fa¢rof atilaerr aam-.mroEs I / rem an.; I,. w+E+r�nEoua�.cu5,nkcraa swu°eLweuLLoku suasoakro utemrxas I l wwa.Lr�.aa�krtnemfarsf,owuLsm�oaefAaec aknLrr. fvsvraa. s+m ALL�uNSJr+B:E LLFIfaVk w,x evew wuewaxof,&esraaLaar. jrurec. ( raeF9 aw6u..we ,fmkveMm�koconvvr�wr+ra,°wa Lss7s9r ! rmnP t "• ti" ✓ ! _ tarnakmoa enui aor�oss wwacsaaewc,eJrc:wa ! uema T. J I rare- _ vrtmwac,fxoLLr�Exrou+amwro rnnv+uk+cnafwsac I oUV ,(T Lry�� kmrws Lam.>:L-, �- i OcaErc�- �a. aan Pcoctavarm+. I^,J oS I � aew�:9 r -, 1 Aracas: cdae \ J �ar rc : fur lMaT)Hayl, # si6N� Mgt I i � � •�, , i/Ik fiC(A,fIME._Ji `� t t d ... . i � ` � `.� o t•I I oavr<n.rn vaF a �._._.___. f It r'=,��,,,-a>k. `-st .v "�._ I t�' T. I e' ieven I I.e, ofca aErsafwcE orEaeom,ams aAea:s> i4 9E M an.. (' a A maaam aaaea MAP 1.4 ,•nrf-,K :: W a/"^cr�'Sse° � +r � �j r. i � 1e .. I S 1 rsrv;mEn ,Eka swu sroa�n,00wrauv ,ma a . rkar,au n aarwt aeuaeo<wr !. .. ` -A,. \ 4' �.. :ra•+*. I 9 3" ; L L , r kgtl9 I 5 tw k anuSES *WnFlawalwRnlVTca£tJW uarw^.SLnEkNrLwsarry IJ e `. � 1 saaa� � I ,''' �~ L m�� � ! � :a, "raErsfwurea xxwwcmaf sruu.eaouttna"vrnn:.u.aaa urmk a � _x 6 i mrsu :y I G e rt. x:. <+. As'. `Za m .. am ov®nt of s.° e.<rcrs,awrnwsaa aamrawm.k `. � tf rr=7 ,{�, wz-.,, ,+n.kvrtr �' � � ca ''"'°'^ � � acarw �uursnuc ae auc uax,ac mamkuvwaox uu+wram i °. ,] 8 nru=-wfa * I °" a orra�nfa�ea,r ournkcrs»srwa ee nssroasrsve roosuu arrkrm uv LOCUSPLAN ae«aafa�a kao wa m�ai G- / S � .�r=,as � c•, isr� I,aw a aumrwc odL rrtu.�C acoumrEofuwrrrEroWoafarancv"Dues I { uuu,u r aemnx m.x SWIN aaF r-w iron, a: ` ��- � I �e^ GRES AM ts° wa)oa rr�arseacfrm.L,peanm'e6enL�acwao i.t�(j`'L I ,.L �5 y �-F .aaw =*o v_rx_emoaLk.+>v� Aurtv orrwauarnoaLsxLV Loe,r�Ar Lua ra°aA:c¢,s "`�- Q T iG kw.res aoa arzcaa:ee sEreArxamrx¢r-aoaseo,skcwao I DESIGN DATA � TEST PIT DATA �1°((��% � rora.f.ae ra,maa+s.,eLLacarEak,.w,aa:ur�r,e t� ' aazaafrw: � � `-_-.�_• � Iry m .+ S } t „/,.''« j aam no ,mr-_ ,Frt�`a'f�:ury ron�i=_�riaar� sseav �rrn,rnaT`Meeuo,mevv m:Ntl arro maaar5.a: r '� t y-0"r'`e uukce f f' - I +�xaEaoraEnaoc«s m¢.n1 sta.. aT'nea: rvsrcema_ e+,aane r LEGEND e ra,«awsra m I � i j aE9an fLrwa_m _c,Lmnvxc�tacva EvkLw,an e.,.a,�mvfr rse. i c�af mmE(e7 � 3Z f `;`-�}.,'=,e--- �S t r i ro,u acsrwfra' m 3kcua r_se kr?aw _ { sc f:oaracswreswoE I ca:aanafmse cq ( I ` 'xacx ` aaafraw a:°o x ax •,u,c"r *e� mna m ? -- o°sno mrrwa mrusaof 6rarctat ,• ni s3 ;'r , ,.sn aucn c,.rc u I 6 • -- ; aocaaran I �mvEnoferaEd mf krb' SZjZ ^>' { I { ! ?' /� ELN'TtW• 3rC ® aaaa(asn f➢OtaaklE INSTALL 2-SM GAL CHAMBERS w!AGGREGATE'ofyntor rFac. SIOEWALL CAPACITY ,4xiaMLxksa.-_—___ i rSi rE6i an rnrl,xm ...... ...... i• �`�'' rnsnaacaaaaa b y'� � t ! r \ 4 � �. •�L. i -,.-em S o O mowrsen,.xn ueLa:aErrowfc 3 eonoM cAPAeiTr ,EXISTING � �`_, I ' �?�I r i ! \�t sEuo.*:ku�iaxasaaen.�k"`cc. Y'�\ � :°.ro � aaoaoaEoroowacxeaacwwc war. '. .r ! �. t f , ! L_ fkxao+ase s..mfEaa,°ac zags, 'T+�ti i`u"vI.a.nsraaannfcsP�e ct=cki�:Y I '1 { !- c raoaocf�usrneuTwasd ' GARAGE GC-1 ✓ M " 6 r�... I -3LT4 cmuca ` c, ia+�. I C] wrmaseoeesrL-mawcY:,•w.KuuawmEn [ V. \ \v Y MAP 156 I TO so- env at [Lanea.mw \ f eAufea I roru w,useam aw°Eas x .... - er karro_=-,-__ oeamnou _ 3 6T f t' I ,t i i I rorkLLfkwaauaEkiaafr ; °6 "_'- ' 'as IPROPOSED SEPTIC SYSTEM UPGRADE j GC-2-J (41�'> ) , h0.1' tag ,ork Le axaac rkc s�1_eruw. cs w> c+m axem%prme ; CAPEWI�ENTERPRISES WI 1 6INIIWNEN ROAD ; i1 N �"(21 MAP WEST BARNSTABLE:MA 02666°N i -z"ma i.araa ACME: lapl-iD R. ,YIF al 3 1 no Lb6q,Rm&DcawavV aerwf SC - ENGINEER 8) aE6Ea En rm�vao-Fx.xas _� i !C ENGINEERING.INC. 3 -t2.8 -� SITE PLAN ' ! z6AacRAxBERRYEHAM,HIGHWAY s EAST WgfiEHM1,MA 02538 (5 _ 50B.273.0377 _ I I f L - Town of Barnstable P#_ Departinent of Regulatory Services Public Health.Division Date Ulu& 200 Main Street,Hyannis MA 02601 Z . fll MKl qr► Date Scheduled Time Fee Pd._ U U In •Soil Suitabil'ty Assessment for Sewage pis posal is Performed-By: Witnessed By: U�1 6j, t LOCATION&.GENERAL INFORMATION Y� Location Address 1 1 l All J•AiW�; 'CLO,a -0 Owner's Name C(,,,tp_A 36TN W(DIkc�;k �-1 Address p C�•13oX 302 (fORi (50 F L4T, N44 Assessor's Map/Parcel: I3a f 5 �Sa EC1J�P6US� U-C Engineer's NemeTC, SoE344?-0344 NEW CONSTRUCTION REPAIR Telephbne# 509 47 Z—g'S-`T • ' �f . Land Use Glrta�A,. ti Slopes(96) �C� Surface Stones Distances from: Open Water Body 71 y" ft Posslblc Wet Area 7 100 A Drinking Water Well 10n ft Dmihage Way -7 it V y ft Property Line 7 10 ft Other {t SKETCH:(Street name,dimensions of lot,exact locations of test holes&Para tests,locate wetlands i'n proximity to holes) fee a-4actA,- , P`a Parent material(geologic) (91 4 j as h Depth to Bedrock Depth to Oroundwater. Standing Water in Hula:_ — Weeping frotrl Pit Pace ` Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALUIGH WATER TABLE Method Used: Q 1�e�4 Oks-ryo 4W v1 Depth Observed standing in obs.hole: 71 In, Depth to soll mottles: Depth to weeping from side of obs.halo: _ln, •gmundwater Adjustment t}. Index Well•# Reading Date: a Index Well level Adj4hctor, , Adj.Groundwater•Levol,, PERCOLATION TESL' bate 6-?�-�6�ttt�, Observation Hole# Time at 9" Depth of Pero l� - y N r Time at 6" Start Pre-soak Time @ :06 a r4 Time(9"41 _ End Pro-soak !' Q Rate Mln./Inch 51tc Sultability Assessment: Sito Passed e_5- Site Paned: Additional Testing Needed(YIN) 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)week prior to beginning. Q:ISEPTICVERCPORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 1 �2 Depth from Soil Horizon Soil Texture Sdil Color Sall• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stoneri;Boulders. tsistency.%'Gravel) O- 6i11 — =6 o vh '1' `(61 Z — f.%0-l3a -3 S: L6� 2.5' Y 4/2 — — ° iyu C-y NbS 2.r Y 616 — DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture S11 Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. • � istoncy.9ti Oravel) ' DEEP OBSERVATION HOLE.LOG Hole# Depth from Soil Horizon Sall Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders., DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Sall Color Sall Other Surface(in.) (USDA) (Munsell) Mottling (Structure,8iopes;Boulders. 5 ' Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No ✓ _Yes.',;,r Within 100 year flood boundary No.✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious msterlal exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material?,._.�,.. Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and erience.described In�10 CMR 15.017. Signature Datb Q;VSBPTiC\PRRCFORM.DOC # a TOWN OF BARNSTABLE LOCATION (0 1 1&1 "W& k7 SEWAGE# 9,0 VILLAGE W�i4 k _ASSESSOR'S MAP&PARCEL 01 INSTALLER'S NAME&PHONE NO.CMEL Jibe `QT€�klPOJS'S Uk 4-i1-Si fs I"I SEPTIC TANK CAPACITY l :500 LEACHING FACILITY:(type k�AA (size) 12.8 X �S NO.OF BEDROOMS ��'""du�o- Y�. SZfr• Skyt e2— OWNER UZAF 'Tt( ICV t1ME2a PERMIT DATE: — - o-16 J(® COMPLIANCE DATE: 000 1� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility IV IA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 100 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) N Feet FURNISHED BY 0_"ELUQ) A - 3 32.' . L S =34a 3 ° ° F6WT 4 Q- t = 2 a.3 �P2. 2co ° ° a [3aq - 2t 8PS — MI , 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: E PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for Disposal *pstem Construction permit Application for a Permit to Construct( ) Repair()j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components ` d Al Location Address or Lot No.lO [i`N�Kfl 111E d13d Owner's Name,Address,and Tel.No. CL r-ZA NE-7ti WfDMEP, Assessor's Map/Parcel i 3a j Go rgil9 f F4-47' NA f{, Installer's Name,Address and Tel No. 509.-Y`77"nll Designer's Name,Address,and Tel.No. j OQ�-A73--6377 `rQ�(�i6C 5J'r- Ivr&r ct c- ?C 6rV&WdW-J' u'Gc ZPG. Type of Building: (t4 i&l 3 ASK t«&C Y) Dwelling No.of Bedrooms a Lot Size & sq.ft. Garbage Grinder( ) Other Type of Building (Z GS(06L� No.of Persons Showers( ) Cafeteria( ) I Other Fixtures Design Flow(min.required) I tac) gpd Design flow provided ` gpd Plan Date 7 -7-;L O ffo Number off sheets l Revision Date Title (p W i�i Ni"jL)Ex) Rode W a'T l-mi STAPRL- - Size of Septic Tank 15001 GA IJS Type of S.A.S. (A) J 5)p 6AUAA1 C4446LS Description of Soil AIE% + F[��L �y4 " S NAV Nature of Repairs or Alterations(Answer when applicable) :T'iU$7'?4,C•L- /V& `JPW 14 -10 �r'�G T i G C.�T��K1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Me, a Date 6 A©Application Approved by DateApplication Disapproved Date for the following reasons Permit No. Date Issued No. /,1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH:DIVISION - TOWN OF"BARNSTABLE, MASSACHUSETTS application for Disposal *pstem Construction permit a Application for a Permit to Construct( ,) 'Repair(k Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.(O I t1Fu;l<Alast! Ro rf'Si Owner's Name,Address,and Tel.No. C-La bC-7H WIDMEP, Assessor'sMap/Parcel POD O &S C r.3utSff RAI Ntf� Installer's Name,Address and Tel No. 509—tf T7=n-T'7 Designer's Name,Address,and Tel.No. 509-A73-6317 122S4 ca.A 6X8 : 4 &At G,"tff-OAM Type of Building: C/"I I N J P(90 t TC.G y) Dwelling No.of Bedrooms �` Lot Size /tp g 49 sq.ft. Garbage Grinder( ) Other Type of Building C—S fj50_Pr14Q No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) eZ oZ.i� gpd Design flow provided �c'f t gpd Plan Date 7 — p/ Number of sheets � Revision Date I 1 Title G W NI KAr( U&-w Ao&b Wr-_S R STA'k.G Size of,Septic Tank I Sflx> (Gyd.4,4 p&)$ Type of S.A.S. CA) 500 G�Aao" G+E�4 aLs Description of Soil MEb — Ft 01 �11 SSE P4.4"i A Nature of Repairs or Alterations(Answer when applicable) :rN5 )4.& - AJt;U /5W <Fo44L.0K) -10 SG?TiG M404 713 VEZJ Or GO G -(_t OJ C,6W_*4106- 04 4ac&09S UJ CT14 Fft-eM 04= A-G� ,COOTS Svu2outi�t�3 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 Heal i ed /1 �/ p Date F a f C7 Application Approved by A � , Date Application Disapproved y - Date for the following reasons t - t 7 Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS v Certificate of Compliance , THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired OO Upgraded( ) Abandoned( )by C/4 Q&W I-tc E V 7ee QQ(%� at (0�e U t KA t U� �D 14-D. has been cons t�naccoyj�d%re e. with the provisions of Title 5 and the for Disposal System Construction Permit No ✓ ; Installer CAptwl-3t G�Q}ti lss � Designer C�l�t�J��"7�.11��'.��.X.► #bedrooms -A Approved design flow e�►�►® gpd The issu 'ce oft 's permit shall not be construed as a guarantee that the system will�functi h designed Date Inspector ) -------------: -------------------------------------------------- - No. Fee � !�j .THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( �) Repair(X ITV Upgrade( ) Abandon( ) System located at t�(�Kkt NE1�J �O�Ti tZ i7��1�5�'4 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:Cons cti n must e o pleted within three years of the date of this permit. Date Approved,by v -I'U/UV/LV IV VV..�. ------ �... 1 Town of Barnstable Regulatory Services Interim Director Y. 3ca0n,In ` ' g Public Health Division �61 'Thomas McKean,Director 200 Main Street, Hyannis,ILIA 02601 office: 508-862-4644 Fax: 508.790.6304 Installer& Designer Certification I�urm Date: �' -(b Sewage Peranit# �(� `� Assessor's I0�aplparcel 13 2�t$ Designer: Tc• En-5inee+rins , Ine'• Installer: Caee_wkle Lri�¢rQrlses Address: Zb511 Lrao\gerr%lnwo, Address: 15-5 C.o►imerc[ol Wee, Est worekvtr Kos�,oee,\ _ 07. On (a eeao I Ga "fi"(installer) rises was issued a permit to install a septic system at (� Mini kai�1 e� Goad based on a design drawn by (address) 'Soy 7, t'6 -S C e%1,5(neatn 0� '" y�G, dated / (designer) V 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 wisfactory. 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. l certify that the system referenced above was constructed ' `SH of a with.the terms of the I1A approval letters (if applicable) ash JOHN L OHURCHILL JP. y Gl (I Ls�talleVogSignat e) NO 9807 4 esigner's Sigtta (Affix Des' er amp Here) PL SE"RETURN TO i ARNS'TABLE PUBLIC HEALT DI SION. CERTIFICAT OF COMPLIANCE _WILL NOT BE YSSUED 1( N I'J� BOT Hl THIS FORI1d AND,AS- BUILT CARD &I2E RECEIVED BY THE BARNS' ABLE PUBLIC IiEALTH DY'6nSYtaN, THANK YOU. Q\SepticTesigncr Cdrtiftealion Form Rey 8-14-13,doc I - __ - - ____ - 111111-1 � - -_-, - --.----- __ I I - I � w -'--_-----------� --�----.I- I - . , - , , � I I � � .. � ____ - . � I � I � I , , , ----------� I I I I , I I I I � I I � I � . I � I I I I I 1 I I I � I � I I � I I I I I . . I I I I I 11 I I I I I I I I I 11 � I i . � I I I . I I � � I I I I , I I � I I � - I I � I I I I I - � ! � I I � � . . � � I I � . I I � I I I I I � I I : I �I �11 I I �I I I I I I I I I � I I I I I I� I �I I I I I I I I I � I I � I I I � ! I I I I I - I I I � I I I I , I I I I I I I I � � . FINISH GRADE OVER D-Box= 26.51± 1 11 I I I � I I I � I I . I I I I I � TOP OF FOUNDATION= 129.5'± , I 11 I I � I � I FINISH GRADE OVER CHAMBERS= 262 - 26.83' 1 1 1 GENERAL NOTES I � I I i I I 1 1 PROVIDE EXTENSION RISER I I I I I I I I � SLOPE @ 2% MIN. OVER SYS - 3/4"TO i- I I I I � I I I I I I I I � I 11� . i � TEM I � I I I .-� I . I REMOVABLE WATER-TIGHT COVER OVER I I I STONE TO CROWN OF PIPE � I I I - 1. I 1, � 1 2 111.11, � 1 �,�� � � 11 I ; I I � - I 11 I 11 I 11 I I WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= � I � I � I � I � I � I RISER TO WITHIN 6"OF FINISHED GRADE I I I � ,� I 1- UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION � � 11 I OUTLET TO WITHIN 6"OF F.G.-\ � � I -4"SCHEDULE 40 PVC I I I I I I ! I I I METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL � I I � I � �, I I � FINISHED GRADE I � � I I I � � I I I ACCESS BOX WITH COVER TO GRADE __\ OF 1/8"TO 1/2"DOUBLE WASHED I I � I I 1 26.0'± 211 1 1 1 � i I . I I MIN SLOPE 1% (SEE NOTE#21) � I I , 11 � I I I I � I ,.,�� @ FOUNDATION = 28.2'± - I i-5"DIA. OUTLET(S) ' I I CODE AND ANY APPLICABLE LOCAL RULES. . I I � 1 I 1 1 � I � I I I I � I I ! L I I I . � I I STONE OR GEOTEXTILE FILTER FABRIC I I � I I I I � I . 1 .111 . . � "I � I I ,� I ,� � I � I N = i I � \ I I � � I = 2011 MIN.ACCESS � 1_� 9" MIN. I I I I I 1 ___C=3_ 1 1 1 "I 11 :�� � . NY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND . I � I I I � � COVER(3 TYP-) I _. I r" I I I I I i . I I . I I I 11 I � 11 I I I : � I � . . 36"MAX, I I i I I \_� PLACE RISERS ON ALL I I I DESIGN ENGINEER. , I 11 � 11 I I � I I " I I : I I - . . I I I I I I I I � I I I I � I I I I - I I TOP OF SAS= 23.83' ;S, I - I I I I I I I � I I 11 I 11 I I ; I I I . I I I � I � I A I I 9"MIN. I I " � � I � I 11 I 11 , I I I I I I . I I I CHAIMBERS WITH, I I I I i �, , ''I I 11 I � : PROP. SCH.40 � I I I ,\ I � � PROP. SCH.40 36"MAX. I I I I , 9"MIN I I � I 1 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL I I I � PVC SEWER-\ , ,- I I � , / A -_ I I PVC I I 1 I I I'll 23-00' 36"MAX - : INLETPIPES TO 6"'OF I I I 'll I I I I I � I I 11 I I I � I I � � I I SEWER . I BREAKOUT EL= 23.50' -1-10, . I SYSTEM UNLESS OTHERWISE NOTED. , , I I I � I I I I I . r I I I I I . I � : FINISHED GRADE I . I I - I I I 11 I I � I � � I I I � I I L . I I = 11 _ ] � 1--:::7 2" DROP MIN f-- 1� I I "I � I I 11 11 I ''I I 1111 - � � I 11 I I � I i � I I :1 � . I I , I I I 1 I I I 11 � � I � I 11 I I I I I I I I � � EXI T.SEWEil� pip! MIN.SLOPE 6v% , 3" . * - � I I I � , I I I I , I I I I 11 I I � I �, I : -_- 3" DROP MAX. 3" 9" � -_ I I I L=4'± � I I I - I I I I � I I � 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL:NOT BE LESS THAN I I I ; I MIN.SLOPE d 1% I I � I I ,l w � � ''I'll,11,11.1, - I I I I �, � I � ! t, = . I __z u j PROVIDE WATERTIGHT � I I I --� ELEVATION =23.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLES,S,A � * � '�'� � I i� 1. � I I 11 11 I \ .1 ' 'I 11 � I I I I , I 11 �� � ! I I : I i . I I I I ,� I JQ I � 40 MIL GEOMEMBRANE LINER is PLACEAT LEAST FIVE FEET FROM SA.S.AND THE TOP OF I I I I > I I I I I I I I I � I ,� I I I I I 11 I � I I I � � I I I 1 11411 -7023.50 � I 1 4" PVC OUT.TO . = = = 0 = = F7 = = = = 10 ,= = C-)6 � I � i L'27.0 I I ; � L2.. () SEPTIC TANK � I ,I , JOINTS(TYP.) , I - :� -i I = 3101 1 1 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � � I I I � 0 0:> � I � - . I I 11 I I � � I I � I I I � � I I I I " I I I I I � � I � I I . I I I I ! I I I I , I C>--) I I � 27.5'±* 1 1 - I I 0 1 .LEACHING FACILITY , � � 01c> 00 09=) : CF � I 11 � 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. I I � . I � I I I I � � I I I - I� , . I I I I : I I I e I I � = ' 1= = = = = = = I �_ �� I 11 11 � I I � I 11 I � . \ I � � lc>5 z: � I . I I I � I I I - 11 I I I I I I I I I I � I I 11 � I � � i I I I I 1 11211 1 1 1 1 1 00 . 1 I I � I ,� I I � I I , � . I I I � . I I I I I I � � I � I'll I I - -F6. I I I 1 C�6 1 C: , 1 16. 1 THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. - � I I I I � I I I I I � I � I I "I � I I (D � 11 I I I I � _� - 1.1 I I I , �_, : , . I I 11 I 1, � 4811 \-�OUTLET TEE 23.37' 2120 1 I 00 C:> , 1 , . 11 � I I , i , 11 ., I ,% �, I 1. - - 1 23.75' \ . � I 1 2 1 = = = = = = = " = c:, = = = = = I I I �. I I 11 I �, I , I 1, I I 11 I I I I I ; I . I � I I D . I 11 I I I 11 I I I I I I � I � I I I CDC> . : 1. I I I I I � 11 I I cx:> � , 7. 1 11 � �, I I I I \ � I I � I I � � 00 11 I I I I � I I C> � I 1, LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TOBACK ., I 11 I . � . � I I I I . I � I I I I I I I I I . cpc:� C> i �� � FILLING WHEN SYSTEM IS NEARLY.comPLETE AND READY.FOR INSPECTION.,SYSTEM IS , I I I I . I � � � I �� . ',-GAS BAFFLE .,6"CRUSHED STONE , I �1 = = = = = = = = = 001 I C> I= =I = I= = , ,C> 11 I � I � ' I i I I I I I , ! 18.I'OFFSET TO GAR. FND � I OVER MECHANICALLY � I b;�c�> . 11 I � I I I ' ll 1 . I � � -0 10 I � I I __ _. I I I NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH I I I . I I I I � i I I COMPACTED BASE I I � I I I I I I I I I 'I I � I I � I I I � I 1 i � I . I I I I �40 , I 11 I 1 . � . I I . I I I AND DESIGN ENGINEER. , I I I I I � ,� I 1. I I I � I 11 I . � I I I I I I I - � � I I 1 8.5, (TYP) I / 4.0 1 1 � 11 , . I � . I I � I I � I : . I I � I I I � I I I I I I I . 1 4.0' 1 1 1 1 , I I I I ; I I ! 6" CRUSHED STONE 1 5 1 1 ...w------"..� ---�4.83' - - I I 11 I . I I' ll, � I., 1 I I 'll I I I�, .1 .11 I I � � I -, 1. I I � 1 � I I I I I . I I � I I OUTLET DISTRIBUTION BOX I I I I ��. 11 I I 1� � I I � I � I �8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM.- BENCHMARK ELEVATION OF 28,00' 1, I OVER I � - ____ -- - I I I I I I i I TO BE INSTALLED ON A LEVEL STABLE 1 25.0' 1 1 , , � � I , I I ESTABLISHED ON THE CORNER OF THE BULKHEAD AS SHOWN ON PLAN.' I I i MECHANICALLY I i (TYP-) I I I I I . I � . I � I � 11 I I ! � COMPACTED BASE M , 6W M M BASE. FIRST TWO FEET OF OUTLET I � I I I I I I . I � I� I I I I . , 11 -,I I . 1,� I ,,,� I I I I� , I 1. I . I I 11 � 11 11 I I I I I 11 : � I I I I GROUND WATER ELEV.= < 12.40' A , � � I I I . I � ; I t . I I PIPES TO BE LAID LEVEL. ' I I 1 21 .00' 1 � - I 1 12.83' 1 1 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION ,, I I " I i I I � I � � I � I I I I I i I I I . � I PROPOSED 1,500 GALLON H-10 CONCRETE SEPTIC TANK � � I I I I � � I � �. I I I I � I I z i I - I I I � I : ; I � I I I I I I � I � I �I . 6MIN._/ I I . THROUGH DIG-SAFE AT LEAST'72 HOURS PRIOR TO COMMENCING WORK ON SITE AT I � 1 1 1 1 1 1 1 1 11 - I ; I �, . I ; � I I � � CHAMBER END VIEW ' I I I I I ,� � I i (Dimensions per Wiggin 1 2 - 500 GALLON H-1 0 CHAMBERS I I I I 1, I T ANY DISCREPANCIES I I ! f I I I LENGTH 1 0'-6' WIDTH 5'-8" DEPTH 51-811 � I I I I I I 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES.! REPOR � : CROSS SECTION VIEW I . I . I I 11 1. � I I r I I � I I � ' I . I I � I f'recast Corp., Pocasset,MA) I I TYPICAL CHAMBER PROFILE I ,r I I I � I I I �, 1� � I I I - 11 I I I 1, I I I L � ! I *CONTRACTOR TO VERI�FY THIS ELE I VATION SEPTIC TANK PROFILE . I � . 1 I I I I I � I � I I TO THE DESIGN ENGINEER. I,� , I � . � I I I 1. I I I I I � � I I I � I I � I I I I I - . I , 11 I 11 I I 1� "", I � I I I : I I . : I � - � I I I . � I � ! . DISTRIBUTION BOX 'DETAIL I I I H 1 0 CHAMBER DETAILS I � . �, I I I I I I I I I 1 : I % � I I - I ' I I I � I � � � I ' . I � I I I I I I I .1 1� . 1 I I � 110. 'ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC I I � � I I . . &REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE I NOT TO SCALE . , � I 11 �� ; I . STRUCTURES SHIALL:BE MADE WATERTIGHT. , � � I I I I I I I , I I I ! I I I I � I I � I . I - I I I L I I � I I I I I I I - 11 ,:, I I , I I . 1 , I I . I r I � I � - : � I I I I . � � I I I 11. NO DETERMINATION HAS.BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING I I I I I 11 i 1-11, � � I I I I . I � . I I - --T ,-#-- - " �� � I - I _7 TEST� PIT DATA , L I I . NOTES: : I I I I I I I � . I I � L I � .Ild- � , , , I -."- _�� - - I','�r _ ; � � I � . REGULATIONS I OWNER/ApPLICANT IS,TO OBTAIN SUCH DETERMINATION FROM I I I I , I I I : . I , I i ke . I I � I I I I � I I I . 1 I � I I I � . I I � I I �� - � � , I - . � I � ONS IN THE LOCATION OF � I " - 1 I - � I— APPROPRIATE AUTHORITY, : . I � I r 11 . � I'll 1.) CONTRACTOR SHALL VERIFY SOIL CONDITI // r I �,........ ;, ,,, � : � -, _AU_ , : 15087 � � : I � 11 111 I � I I I EXISTING � � I ; -_ PERC NO. . I I I I ,� I , I � � I I I . f 0 - _14- - � , I I I I I I I 11 � I 11 I � I I I I - � THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST I WELL 0 ��` , �� ,,,_11' r, ,.,.,,, , -#;�- - _.*�- - �: I I I I. I I I I - . � , - . I � I I � I i i � _� ,� t _, " I i I � , � ,� t " I , .i - ,e INSPECTOR- DavidW. Stanton,:R.S. � � 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-1 0 LOADING UNLESS LOCATED � I , - I I�,,, I : I ' . � I I I , . - -I�I 0 ._,ft, A� -AU- _wu. , - . I� I I 1� � '.10 - I � I I I � .I I . �I I ' � I I .1 .!i�,%, -,: �- - I , I . I I I e"', I � I � I I . PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL �f�,-I�����,-"-"��-;",;�""-�""".', _ , I I i �, , :,�, ,, : I L I I I . I . I � �f i,- , .,,� i� , �", � I - I I I � � .1 I UNDER MORE THAN 3 FEET OFr COVEk OR LOCATED UNDER PAVEMENT, DRIVES, OR - � I I I I BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WTH TEST PIT DATA. / I I I I I � ''.. I , !t_ - - EVALUATOR: Michael Pimentel, EIT, C E I � � � I I I I I I I � " � � I I I I I I I I ,�,��,� , ,"'., I ,:., jin, Ul- - � � I I I � � -,r ���",7i"4"�:t-����,',���,�,�l"k-'�.,��,-""� 1�,,�_ I - I I I L TRAVELED WAYS IN WHICHCASE THEY SHALL WITHSTAND H-20 LOADING. ' I I I � r , I "I 1- f __ -_ I I ' I � 1, I : I I . I I I I ", "'! -'� , ,� q I 11 I I : ,61��,�� � " � - I�t j_S I � I I : � I I 1: j_�O%_ . I I Oct. 1999 1� I I � I I I I I � �, I � I I . I I I I I I I I I I "� _�, _" ---: I .C.S.E. APPROVAL DATE: I I I I 1 .� �,, I� � I 'll i , I � I I I I i I I I "I " I - I � - I ' � I 11 I I - I I I ! I I I --:--I-I- r,7,'1',.'1,��', I- " �� I � I . , : I I I I I 11 I . I � I I I I � 1 13. 1 DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. � I I I I I I I / I I I I , �? I I I I � I : I I I � . , ,�, , I I I I I . � � I I I 9 ,'�'., ,� DATE: , June 27, 2016 , � . 11 � I I 11 I � I I I I I I I � I I I I � 11 � - I � 1, . F I 11, I ��:, :: : � � � , I I - � I . I 111 � I 11 I � � I I I r � I " , - - - 11 _,_,� I I I I I I 11 � I " � 1 : � I I 11 ,--r I � I I I I I I L I I I I I I I I I I I I I I :���,1�11 I'll -1 I I . � I 1 � , 11 1 14. :,WHERE REQUIRED, CONTRACTOR S, HALL REMOVE ALL LOAM, SUBSOiL'AND UNSUITABLE 1 - I I I ; � . I I � �91,"" . TEST PIT#: � I � � : 11 I I I � I I I I ! ,� I I I � / . � . I � "I I � � I I I � I MATERIAL IN AREA BENEATH AND FOR 5 FT.,ON ALL SIDES OF LEACHING FACILITY., I I I � I I I I �I I ;",14,`,-�,� " OW � I . I I � I I - I � I I - I I I I ".", I ,�, I I r I , � I I I � � I I I . t"� ` , I ELEV TOP= 1 24.40' : I REPLACE ALL.UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, I� I I � I I � I I I � I �� _,,�',��, I., I I I I I � I � I I I . , I I I - 11 , ,, -, I 11 � ,� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 31 0 CMR 15.255(3). 1 1, I I I " )l � I I I � - , rf,ixl � � �, , I � I , I i,�,'." '��,�.", I ELEV WATER= < 12.40' � I I � I I I I I I I I I , . I i I 1 "�� -,,,_ 7- I � I � I I 1� I , 1 , I I I I I I I I I I _�,,"� -" I I I . I � I r I � I I � � � , �_ ,. - I ,� � I I , , I I I I I x 11 I I I I � I � '' I I I , ,I I I I I I I :, � "',,�, / I � I I � � I : I '. 11 , , I ,� � I , 11 I 11 I � I I I , , ' I I I I / I MAP 156 � I I 0 �111*"I li;�, I I I I I 1111 1� 1: . I .1 1 15.'; CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN , I I I I I 11 I I � �� � 11 I . I I 11 1. � ' 'I I I I I � I I - 16r, I I I I 1 41, 1 1 1 1 1 1 L ! i . I I 1, ��, � illz I �PERC RATE= I � � I i I � I I (0 , - . I 1: � <2 mpi � 0 1 � I I I ! I � I I I PARCEL57 I � I � , 1 - I � I 11 I 11 11. 11 - 11 I � SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION F WORK � I I � I I zzz� �,�f�il,,__ '1'511'111 : I I � � , - � I 1 I I I I I I : I . I I I d 1 7- ���, , ,_�� . I I � I ,�� , � I � I I I I IL � I I I I �, � I I I I : � I I I - , I I I . I � I I I I I ! I I I I � I . I I I �, �., I 0 1-. I .,�� --,L, j � I-,,1�, 1. I I �" I I I I � I I I I I ;": � 1 , � I � I I I I I � y 1� I L I I I �11, I � I I I 0. I �,� I r I I I _` : DEPTH OF.PERC= : 66"-94 . I I r ! . I I I I I �, ,�&11� I , ;1 1 � � I I I . � I � I I 1, "I I � I I 0 �;,_,� :��','�" 1 % PROPOSED PROJECT IS LOCATED WITHIN: , , I I I � I " I " _� �` � -_ I I I I I / "�'111 _�� I I I I I I I � ., 11,,:�,-,`,�` I � I I � I I I I I 11 . I I I � . I I I I ____1 I I I � 7_r.... I 1 4 ,�,�, -, I I , I . I I I I � ; I I I I I I I APPROX. LOCATION LID I 11 "N 9 0 . �77_ -� I I. �, I- I I ,� � � I ' I I � I I I I � I I 11 I I � : I � I � "l- I � I � I � I 11 , I I � I I I 'L � � I 0 I 1; ',_� I�',��" - ASSESSORS MAP 132 LOT 15 , , I I I I I � I I I I I I � � I I . , , I � �: TEXTURAL CLASS. I I � I � I I I I � I I I ! � I "*_� OF EXISTING WELL LO - � � I - I . � I - A` ""�� I I . � I I . ''I � I I I I 11 I 11 I � I I I � I I I I � I 11 I 11 "', IV "' I I � " I I I 11 r I I I I I I : � � I ! 2 I I 11 I _�, � I I �� 1. I 1. I I I I � I I I � - I ! � � . . I I I . � I � I I I I I I I M `�g,� I I . 11 I I � � I I I I i ,, � : I I I I I � I I I I ��;- `� LZ LOCU;Z) ::,,,',-,,,�"',;,0, I I I � I OWNER OF RECORD: ELIZABETH wibMER ..' I I 1, I i . . 1 -___4 1 1 1 01� � I�)!�,,�,,, ., ��,, � �,`,,,;j�), I I - I � I I I i I I " I I I I I I � I I i I I I . I I I I I --- I (_ ls�1 a4� : I I I I I I I I I � I I ,� I - I I I I I i I I I � I I I I"��,)I I . I , 11 I I 11 . � I 'L I I ! i I I I � � I I I I -_ I I I I L ,,�,,�,�'� I I 11 I I I I � I I I � I _-, "\ ,� . � "I""6 I . r I I � I I 11 11 ! : � � I � I I I . � O" �24.40' ' , I : I - I I I I I . � 1, � I I I 11 i � . I � 1, N,*`� I \ Benchmark � I . 1 I I 1, I � � I I I � 11� I � i ��`, .0 '-'��",, � I I I I I I . I i 1, ADDRESS: , P.O. BOX 308 1 I I � I I I 11 I I � - I : � 11 \ f A- 'T --�-,� �,`,,,�,, ,�,�"",""�', I I i i I � � I I � Comer of Bulkhead I " \Ive __r�'L , , I I I 1 �, .1 - Fill i 1. I . I I I I � - I I ;" � I � I I . . I ', ,� ;� r� � �","' 1, - I . � I � � I I I I I : I I I � 001 I ,.;,., - 11 _Iv,� �,,�',,:;': 1 611� 1 1 11 , I I I I � I � I I I : 1 � I I I I I � � I � 1 4 _1 .F/ t" , I I I � , CORNISH FLAT, NH 03746-0308 , I I i � I I I L � T 11"Lom- i , I � It _j I I ot�=11, Z,�:*!-,,�;.7-, I--" I �:� . � . I ! 79,5N 0 Elev. =28. �' _. I I I � I I I 11 I I I ! ! I I I I I , � 11 � _� � I � I I I I I I I I , 11 I � I 11 I - I I I I I I I "" I--- I , ,-, I I I I � . � I I I woo I I L; ' - �z�,,,�,,.�,,�,"�-,�,���""".",,�, -11� I -�' a � ,� I I � 11 � I I I I I , I I . . 5e\,N I Z I 11 I ! - " M Approx. M.S. ,� 11 I I I I � I I I I I � f i � I � I � I I I I I I i1wrIZ191 I� I � . � I ;1`1�:_i*z,W�,�,._ �k.o 1 r V 1 � I � � � I I I � � I FEMA FLOOD ZONE X I 11 r I I I I I I 1� .1 DI_ I I � ,, `�_ � 1 . . I I I � 11 � � I I 1: , i � I I � � I I / � I I "' ��,�','-", ""'�,",, I L I I I I � ,� I I � i : � � . 7 , I , , I � � � I � i I I I . I I ��`, ,,��'111 � I I I i I I I I ,,,.,,,:;����:,."�,,�',',,,,,�,,����,,"r,,,-,�,,,�',,,'�,-,,� _ �A 1, 4 I - I Silt Loam � I I I I I I I 1. I I I I I I . 11 � I I i . I � I I I I I � � I � ���"',,,,'," ,4�,,-,-,,� � I I � I '25001CO534J ' 11 I L . I I I I i COMMUNITYPANEL# ' � ! I li I � I I 1 I I � . I I � I I � � I : , i � 1_11,�11 . � I � i � I I � I \ 1 tll"1\4 1 � 'I'll i 1 - I C-1 11 I 11 � I I � I I I 11 I I I - I I I " I i i U.P.#1452/1 #6 1 1 1.`�,-"�Ili 2.5Y 6/2 1 . I I I � I - : I I . I I � � I � i I �_', .1, 4 1 �,'11, ,��,,�, I I i I � I I I , �, L I I I � I I I I i I I � � � . I \ , - br M/ - / INV. =�7.5'S+ � ., , :,��'!", I I � I - 1 17. DEED REFERENCE: � DEED BOOK 6785 PAGE 306 , , � I � � I � , A I ", �` I I I r I . r I . I � I I I 11 ,�� i � � I . EXISTING I I "i" 16 � I I I I I I I I I � I � I � I I I � , r I 11 I I . I I I I I I I '' ' I I .1 I I I . I I � I � I I % I I . I ", 11 I . . ., I I , , - i . I I .1 1, I I I I � I � � r I I . I � I 1 I � I I I I I �, � . I I I I I I I � � I I � 11 I � % / I I 2-BEDROOM/ I I I 't 17�I - I I I I � I I I I � ; - I I I Cb I ' I I I . � I " " ,�� - � - I . I . � 18. PLAN REFERENCE:� PLAN BOOK 50 1 . 11� I I I I I ''I I . I I I LING 11 PROPOSED - � I I I I � I I � I � r 4j 1 1 1 5, PAGE 6 1 - � I - � I I i � - \.-1111, I I . I 'L N- - - I� �� "il", 1 6611 - � - 18.90, , � I I 11 . I I I ,� , I - I I � 1,-, ,��, � � 11 �_ ' 'I I I I I I I I I I Ir I I I I I � i i I I I I I 11 . �71 ,* - 11�1',' �.-"41,11111 � I I I I I I I I I � CLEANOUT , ,,;,,�, j�� -IN , � ._:V.1"'i I I � � 11 - � . ! 11 I I , I � I � I V0 I � 11 I MAP 132 �DWEI_ / I � �;i-I�11 _$ 1 . I I I i I � I TOF=29.5'± I 1�� 1 19. i ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. : � I i I \ I � ,_,��, " Perc , , I . I I I � . � i I . . .- "A' I I I - I � � I I - � ; 1, � I I I I /11, , A 1 15 � I I I �,,�; !�,;r - ,-,,, ,�� ,,�,,�,,,,, I I . I ;,, I I I z I I . I I .PARCE --ULL BASEMENT) , . 11 .� I I 1, ,� I I I ,',, I I I I I I r � 1, �. I - ,,, r � I I I I I I I I I I . I I I - ," : I I � I I � � I . I r, , I r , I � , , � ! I \1 .,( � 17_/1 " I / D� I_ : 11 E!"J, I L I , , I � I � . I I I I I I I I I � � I I \ � I I � -4 11 . � I 11 . � I I 94' 16.57' 20. � PROPERTY LINE INFORMATION 18 ONLY APPROXIMATE ,THIS PLAN IS TO BE USED N I I ; I I I I/ 1 16,186i S.F. �: I � I � I - I,,;.111111f��� I 0 � , 11 . . I 11 I I I I LY � I I I I � I T , �* , I " . 1, � I � I I I � . I - 14� I FOR SEPTIC SYSTEM UPGRADE :jC ENGINEERING WILL NOT ASSUM I � I I I I I I " I I� I I . I I I . � I I I I I I I I I I ? � I 11 I I.. '' , ' , ''I L 17.,�W I I . � I '' e:, I : ,;r/ , , � . I I ��;-,:,,- ,-!.,!I I ""',�, 0 � ,�, � � � I LITY � I I I � � . �i I I I � � I I 1 7 I- W , 'I , , - I � 11 I Med-Fine Sand � I � � E ANY LIABI I � , I � A / I :. - I � ."�., ", I I I I I I- I �,� 1�'_� I I I � f �: , , I I , 1 ,6 Ir v , , ' . r, ' v I . C-2 , - . I I. I I � I I i I I I � I I I I 11 , I � I I � � I I ,'�� � . ' L \ I I I � I " I I � � � I . I li, �'', I I � , I N I I . I . ".� .0 ,,� . i ,� .� _ I FOR USES OF THIS'PLAN OTHER THAN ITS INITIENDED PURPOSE.,I- � ' ' _�___��1� 11113 '. - I � i � I I I � I � �h F /,44r) , . , " i - I 2.5Y 6/6 I'll _-- I �. I I - � I I . I � I I I I 11 I I I I 01 �1; ,(:� __% r, ..�.�, - �, - I - I I � �,,� 1, I I r 1, .� I I � I I I I I � I . I I I I � � � : ! I � � I I I � _� I I Ci. ., / - , f� 11 14, -,��,15'1, I I "I 14 I I I I � I I I I j11 11 I I I I I I I 11 I I I I � I I .1 11 I I I <:I I 1, 1�7 X I �� jr�� - 7 L - 'I I . I � - I � I � r . I I I � . � : � I I I I I I I Ln / ,/� , I F i I I r I �, , , wl� I I I � I I I : � I I I I I . - � I 11 r 0. ` I 11 ,. ��` 1 21. A 4"PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A I I I . � I I '' I I ., I 1>1 I 0 : I STOOP ��� . 0. I / -, , 'IV � '91.i I I I i � � I I I I I ./ K; �j ..�," 000, 1 1 I "I I I I I I I . 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I - � I I I I I I � I :-4 I I I I I � � - � , rn\ I I I /44r I I I ., : I I I , I 0 1 � I I 19, ABANDONED . I I I - I e I ' t � I i i I � I I ,� I � , � � I I r . Cq I I - .. , - ' i I �� I � I �, I . I � I I 1 22. .OWNER 1 APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAINANY AND ALL I I I � � I I I 11 I I � � i � I I I I . . I I . 0 5 � I I I I 11 I I � . � I 11 I 11 I I �, L .1 I 11 11 I � I I � � I � I � �� I I I � . li�b , \ , I I I � I I . I I I I . 132" 1 � 13.40', :� � REQUIRED I ,� � I i � I � � I I � I I , - . � � I � 1 _4w 1 1 1 1 . I I 11 11 : I PERMITS AND APPROVALS FOR THIS PROJECT.- ''I 1 I I I I - I I I : � I I � � I I I N1�11�! 4 V� � L.R ' , 11 11 / )` 11/111. 1 _o N�l LOCUS PLAN . � I . !I I 11 �1 . IL � I � 1 . I � 11�:�, _ ,� I I � � :] : , :� ` , � _ � ",�, 1 �1_11' 111'1 � ''.111. I I I I I I I I I I I .�� I , I I 11 '1� * I , I I I I ,Medium Sand � I I I 11 . I I 11 I ,�: I I I�'.I I ,,, 1 I ,�: r I - - I I , � , I . L �I - 4 - I I ,i; , � � � I I I � I I - 11 I I I I I 1. ,� I I � C-4 �� I � I , I I r ''I 1', I ,. I 1 , ;1� ��, - ,. �,,,� , ,� 11 I 11 , 1 I i I I . I I I I 11 I I � � . _ � I I 1� � I � i � 1 - rr I � I I I I I I 2.5Y 6/6, 1 . 1 23. .�1 THE FOLLOWING LOCAL VARIANCES ARE REQUESTED FROM THE TOWN OF BARNSTABLEwS � - I i I � �I . r I I I I � I I � �, I I I � - : I I I .EXISTI I NG WELL I I �`-�,>) �I� , \ I 1___' � \ I �_)� , I ./ �. / / /.,,� SCALE: 1"= I 000' � � I I I . I � I I I � , '1� I I A .11 , . 1\� , I , I I I : . I I ' � I'll I . - 1, � � 11 I . I I . I .1 I I I I I I 1, I 1. I I 11 I � I .. � . I I I � 11 � I I I I I � . I � I � 1 : I - : 1, . 11 � ' � I I � I I I I I I I I O" I I - I IQ I L 1. I 11 � I - I � PTER397: WELLS REGULATIONS;SECTION 397-2:'%. : ,�I ': � - I ;.. 1 : . ']1',:",:::: ,:�::, �! , � ; : � - � / I .1�� �9_ I I .1 . � 1 144"1 - I I I - I ,� I I I � , �, ,I I I I I � I I I � I � � (MAP 132, PARCEL 20) 1 1 1 _____ I I I I 'i I � I I � 1 12.40! 1 i . I , I I r I � I 11� I I I I I I I � : . � I . . I . � � I - I � I I I � � I., I I I I � I (1.) A 48.5,VARIANCE(150.0`.� 10i-6') FOR THE SETBACK FROMITHE PROPOSED LEACHING - � � I I � I r: , 11 I I/ '23" 1 1 1 . � I I r , ,, � � I � I I I I I � I I '1� I - I I I I No Mottling Standing or Weeping Observed 15.� � - � � I I � / , I / -�" A�/ro�� 1 $ FACILITY TO THE EXISTING�ON SITE WELL LOCATED AT MAP 132 PARCEL : "O"'o , I I I I. I I I 11 _,W-.7 I I I - � I I I I I �- I'll, I I�I., �"""', I i �� I � I � - � I I I �� I I I I I I I ----I- I I I z1_-1 I �(I � - � I � � - �� I � I I � I I I I 'L I I � � � I I I , � I 11 i � I , I I � I I I I � I "I I - I 11 (2.) A 48.5'VARIANCE(I 50.0',-101 5') FOR THE SETBACK FROM THE PROPOSED LEACHING ,:� � I I I 11 I I � 0 1 � I ,� I �� I 1� . ,� � I �, I . I � I . SWING-TIES sC'ALE: 1"= 10' I I I I I � I � �.) / � �_ � ), - � .; " - I I I I 1� I I � I I I 11 I I I 11 I I I 11 I . ''I I L . I 11 I 1 1 I A ,i I , FACILITY TOTHE EXISTING NEIGHBOR'S WELL LOCATED AT MAP 132 PARCEL:16. ,,��,,: ,�,,�1; 1 I � I I 11 . I I � I , / - I I e X'1�111 . DESIGN DATA JEST PIT DAT ' . I � � �r� ::� a I I w I I I 11 I I I � I I 11 I I 1 . I - 11 � � I I � - I I I 11 I I � 1 30 1�� � 11 � , 1, � / ,� �, I/ 1 � I li�� I I , I I I I I I � I 1 1 I I I I I 11 li � � (3.) A 7.4'VARIANCE(1 50.0-- 142.6')FOR THE SETBACK FROM THE PROPOSED LEACHING :,�,� �1, �:,� % I I I I I I I I I � I 1. I � I I . : I L I I I I I : � i DESCRIPTION GC1 GC-2 - I . I I I i I I I I I I -_ ,;� I 11 I ,_ il I ,,I L I ; . I � I I I I I EXISTING . � - I .'� .PERC NO, I I I I i - � 1. � . I I I I 11 11 I � -� �, 11 - .�� I I I . 1 I - � I � I I ' , I I � 15087 � �,: FACILITY TO THE EXISTING NEIGHBOR'S WELL,LOCATED AT MAP_132 PARCEL 20. , 1 1 1 1 1 1 14Z61 I 1 ; I , 1 . I :- 1. �r . I . I I 11 , � , I 1 �61 N I � � I I I `6 I I I SEPTIC TANK COVER (1) 21.6' 39.3- 1 1 1 9 � I ,j\fe, / GARAGE OMS (DESIGN) 3 (MIN. PER TITLE 5) INS TOR: I I I I I I I I . I I I I I I I � � � I � I I I I 11 � " I I � I ,�� � I � I I I � . r I I 16 -ID . I �I I I ) � I� . � �� "_� I NUMBER OF BEDRO � I I . I PECI . 1 ; I , I David I W., Stant I on, R.S. . -A� -I I I I � I 11 I I 11 I I I I I � ,, I I I I I � I 1. � L . 11 11 . 11 4 , I I r I I � I I � : I I . I I I I I I I I� I � � I � � I : 1. �,�': I 1 . I : . I ' 'I : :,Michael Pime I ntel, EIT,I C� I I L.. I � LEGEND I � I I I 'll 11 � ''I'll I � SEPTIC TANK COVER(2) 26.4' 1 41.6' 1 1 - I 1. I � I �k I I TP2 I DESIGN FLOW 110 I � � I , I EVA I LUATOR � I r � 11 11 I ' ' I I I I 'll, L 1�1 � � I � I I 1 1" , & � _GAUDAYIBEDROO�M I � I I'� I�, I I . I I � I I I I . � � I I I . I 11 I � I I I I � ,� I � I I , I i -1 I '�Po.:I I �'I � F. , Oct.1999 I I 5OX0, , EXISTING SPOT GRADE I � I � I i , I ; � I I .� � . i � I � � I � � I , I ^ntl - I C S.E.APPROVAL OAT . � I I I I I I I I I I I I I � I� , I I I I�g ��,` '�' 1� DAY . � . L , I I . ,r I I � I 11 I I I I I I I , � TOTAL DESIGN FLOW �I - I I I I I I I I � I I ! CORNER OF STONE(3) 14.81 30.9' 1 1 41 ( 330 GAU I � � . � I I I I , : I z I - 11,� I I I � I 1111 I 11: , - I � I I I I 11 � 11 I I I I I 6 .,� I �� �, I I I I I , I I � � I I I I . I L �L : r ! i I / I I I � - I DATE: �: June 27,2016 ' � - - EXISTING CONTOUR I L i I I � I I I 1�, " � I : 150 - - I ,� I I I I �11 , I I ,��,),��i� I r I - I , -.11, ,,,�,),`,� I I r 11 I I I I I I � L I � �1'�11 %�,`,� -., 1 I PROPOSED 1,600 GAL I .1 - . I r �, I r . I r r. r I I I L r I L I I I I I � 1� -, L I I ' ' I L 1 I L L i L � L L I L . I -11 I I r r r I I r IL r � . rn � . , / �, . ,��, ��,-.,, "I", DESIGN FLOW x 200 % = 660 GAUDAY , L CORNER OF STONE(4) 12.9' 18.8' r I , I �" '.� ,, ,, I, C_L I I r L L I . r I . r r r r I r I I Ir 111 . r I L L '" �� I I I I I I r I I I r I , "r, NA L ' ' � r I I r L L L � . ,� r � i . L I I I r I - I / L�, �'V�'. r I I I I I L � � 11 L rr I . rr I 1. I L I . 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" I I L . r I L r L L . L I ( �� '�.� , " I r L I r r r I � 11 I � I L L I r' ' r ,, . L I L I _ r I . I L r I r , L I I I L I ' _ � I L L L L r I I ELEVWATER= r ,< 13.20'r � . L 11 L GAS I L r EXISTING GAS LINE I r I r . I L I �, _� I I L � r 'r ,�, I � I � I I : ' ' . r CORNER OF STONE (6) 1 L 38.1' L 44.6'L L I r I 05 , jr"L`.,�f� ��_ I 1 � L I , L I t,:,,,,�,, �-_�' "";`, I I L L b 9 . I I I L I ', I : I I � i r r r r . r I I I I � � 'L, I I I L I I I r r L L L L L . L L I I I I I, L I I I I I L r, L I i . % - r. ��, L I r I r r. I r I I r �,. j, � " L I� I r 1 I I I I . i I r L ' ,,r I �r'� I I L I . r r L I L r r r L r ,. I I r I I L I I I I I r 1,I L I .r I I 1,. I I L ,�L,' ,�,��, �_�� I I I I r I . I I - I . . r I r I . PROPOSED 2-500 GALLON �, / _,�� . �' ��.�,�, %0 r r I r I I I . . r 'r , I I I I . I I I r Ir L I I I L . I I . 11 , . - z L I I I L L 11 L I `;�� I . I I r L �I r I I r - � L I r 1 1 , I I I . r, I - I � I I L I , :�, ":"r,,;" . L, , r O/H/W ��� EXISTING OVERHEAD WIRE I r I . L rs,,,`��,,',�,�� ",�_'�_` ,�],,�,,.�, L I r I I I I I I I . L I r . L L . �, I r L I PERC RATE= r r I r L I I . I L I ,� � : L I I r L LEACHING CHAMBERS I I I __* r I r L L .. I I I r I , L :'r �, � i : I I I I r r 0 11 I I r I r r IL - e ri I I 11 I 11 . I I L . 0 r I L 'r, r L, r , 'L.L L I, r_ , I I I I Lr r ' r � I I I L� 1 ,�_ I L I I r r �, i � r r I , , " 'r r L. -T-I r lli� I , r , ,L L r r L L I r I I I I I I I I I I I I . r I I L X , �,,�,� . L I I 11: � . I r L I , r I ' r' � r : I I ' L , , � r I : I L ; I I , , I r � _'_�,r�",�'L ' _ ,�,, ,, _ ,�,, _1 L 7� ' 'L r I I I ,�',�,, . L '. _,,L,�_�� � I ' , r , 44 , I I r . . I r I I I � - I L EXISTING r: I I L r I I I L r v . I I I I NTH AGGREGATE _�,� � I L WELL L 1 _� _ _ _ ; _� _ , .,r ' L � _ ,_�', _,� ", ,� � r , '__� , - - 5 = ,. r ' r I I L I L r , r I I I L r I I r I I I . L I I I I I � � L I ; D TH OF PERC I I . I L r I L L I � L '�L�"'�"k�`, r , '. , L I L I I I IL I L I , , 'L , I INSTALLL2 OO'GAL. CHAMBERS W/AGGRIEGATEL � EP r . I L I I e r I I � I I r I r � ��,� - 11,�1,111 , r L 11 I I 11 � L 11 . I � .I 11. I . r , I I I L 'L 'il L I I L I . I I r I .. . r, I - r � i rL I . I r "V " PROPOSED I r L I � . I L L. " : r_ , r r r I I — L I L 11 I f$j r L , I 'L I I I I I 11 r r i I . � . . � L I r r r � r L I I L I L I . L r L r .1 I I � I L 1. 11 .. .1 I I L r L I I .1 I L I r. r r 'Ir I TES r I . I I I L I I. 4 r r L L I r L I L I r I I I L I . : L r L I . I . I I I I ,r L r L � I I I L I /\ 20 1 1 00 , 0 r I I I I T PIT LOCATION L r L 5 1 1 ,Z I I r SIDEWALL CAPACITY L I �, TEXTURAL CLASS: 11 11 L . 1. I I I . r ,r - L L I I , � I I I I I I �11 I L . I r I 11 L I r I I I 11 il L i � I L. r L I L I r I I I I I I , I r , r r . 1 L I L � I 1 I I r I , I I I I r I I I � L L � I L I I I r r I r z , , '�P,��`(*)t.'� L r I r L r L I r I . �1,1 .,,�- � : I L I ff I , �23. 0 � I I I I � .,� I i DISTRIBUTION BOX L � 11 I L r r I 1P L I I I r, L r L � � r .I I , \ 7 1 Y L 1: .:% ,. L : I . r I i I I etq r !�L r � I 0 ,9, . : :1 ,r L I L , . I r I L r I t t I .� L V_, (LENGTH +, WIDTH) (2SIDES) (ZHIGH) (0.74 GPD/S.F.) = GAL/DA, L 1. . r 11 I L I CP I � I I EXISTING CESSPOOL I I . I L I I "I I L r r r r I L - -- I r' I I ,� I L r r ,r I r, I I . I I I r, L � . L L r r I r I L I I r I L r r . I 1 .L 11 :: z L Lr I I r I I I I r I r I I I . i ! - � I L � , .r \L = 112.0 1 G^UDAY . . I L L L I L r 'r I I r r L r r I I L I I d 110, I �? r � _ 'X � L I \0. 11 11 0 7,�? 1 1 r L r , I L' I i 2 20- 1 \ r O� (25.0-+ 12.83') (2) (2' ) (0.74 GPD/S.F.) r L . r r I I . I L I L . I I r I L I . I _ , I L I r� r. . r.I I . I . L I 11 I r L I I r I I I L I I II I I r 1�1 I I . k I I I IL I , r i I I 1, I I 1. r r I I r I I I I r - L' � I r I I I I �r r I � � I r ,e�Iq� I L : r , r I r L L I I PROPOSED 1,500 GALLON SEPTIC TANK � I i I I I ,!�V I I I L I I I . I r : r /' L . I L\ r 1 7 \ L \ , ;1 L L r r ��L 011 25.20'L L r I L I i � L - r r I I I I L .I L r r 'L� I 1. L . I 11 'r r , L L I I I i � I I I 11 r REMOVE ALL UNSUITABLE MATE I I I I I : L L �,r Fill , L I I Ir I I L I r L . L r r, r, IL I 111 . 11 j I , I . - I rr 11 r I r L I . L I . r I I I r r I I L � I I . I Ir L L I I I r L ;0 .,: I . r - . r 1. I L , L I L '' I r I I 11 L � , I I r, '' I I I I 11 11 . I , I I I I 1 2 : I ,�� I I -1� L I � 611 24,7V: , r L - , � V9 N I 1IL\4 L BOTTOM CAPACITY I , & I r I � I --i L � I L RIAL ! I r � � � I �r : , -I r � L DOWN TO TOP OF C-2 SOIL& REPLACE w/ .7 . IL L I L I L I �L I r I r . r I L I I PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE, r L �, r , , � L r I I I I . m L r r -L L L .. I I . 1. � L rr I I L Lr 11 I I I . - L L'. IL - L 1 I I I � L . I I I L I . L L I IL I 11 I I I I I 'll , I r I I r L � I L L 0 L V� r- j L'CLEAN COARSE SAND PER 310 OMR 255(3) (LENGTHL x WIDTH) (0.74 GPD/S.F.) = GAUDAY 11 I I 11 1 � L . I I I I I I I I 11 L L r r I ! I I . . L L I 11 I I L r. ' I I I I Co ,C:?i I - . I L I I I L L I . L I I IL I L I L r r r L '. : ,r I I I I I I I I � I I L i . I L I .1 I I � I I I r L . I L L I I L � / ' L'I �\ � L I L . % P L � : L � EXISTING I r , I . 1-_� 4V 1 r I I M \' � � I I 11 11 L I I I 0\ r 2 I L (25.0',x12.83') (0.74GPD/S.F.) = 237.4 GAUDAY I r I I I I � I �r Ir I 1 13 ROPOSED DISTRIBUTION BOX ,, I � , L 11 L � I ! GARAGE C-1 I r I r I � r . \ r I I L M , 11"", , I I r 'Sit � I I L . r I I r rr I - I I : I , � . L L I r.r, IL I I I L . I , L " , . I I I r r Ir , I . I . L : I 1L . I I �. I '', I L ! r I r I I INSPECTION PORT I r I r L OD. I r . r I I L . I I . I L I L I r I I r I . I I , . L L r' i : I L L . N I r L I I r I I I � L L L Ir ,.rL ; � I . I w r r I \ I _,I,, L I � � PROPOSED 600 H-10 GALLON LEACHING CHAMBER . I i � r I t8 � I N I � 1 IC r , It Loam r I 11 I I I I � . L L r r: L L r r , 11 I r, 11 I 1 i L r I I I r . �r 11 I ' I I - . L I 11 I - 1. L L I r I � � I r I r I . I ' 'L WL : , \ I L I \ I I �\100 to N�11, 'I-, .: I I I ,L r I L I I ". . 1 2.6Y 6/2 r L I I I L � " r r L I I , . �� � I 11 e 1 . , I L I cia r I r I I I L L L r I I ',r I F--L:: - I 11 r ,r � I I L I L I I I I .1 L I ,r \ C� --i : r rr IL . ,r. . L I r I r r I I r 8 1 , I I � I r r t, I 1-1 I � I L � rL I I � r, I L . I r L , 'I L _5 . r �MCP J ? L: � I Moved sep , I � � I I I I I I I I \ r \ r L\ $% L Nll� MAP 156 r TOTALS I r , I I �', I I ': ,r r r r r I I I I 'L I I r I _16 ,L ___ tic tank out of 1 00'buffer zone to onsite well, , I I I r r L r � ,�', I L I I r I L r ,r .I iL I L I . I I L r,r I I t REV. I L r r L r ' By APPD : L "L L L- , I Lr I i i L L I I I ' rr - _�', L r I r I - I L � - L I . I L r . DATE L , r I L r \ , L '�� '_ : 11 r DESCRIPTION I I i L I I . I � L�L L r r � ,L I ,4 r I ! I 1 ) I � L r\ L r PARCEL5 2 1 1 '' r I I r I _ I I � i I IL I I \ L * I TOTAL NUMBER OF CHAMBERS ..L 1 I r'L L I : L I I � \ CA r I r r I I � 661FLr 19.70, L L I . I 0 L I 0 Ir r r . I I I L � � I r I L I I I ,, , L , ' r I I I r L � I r I I I I I / 11 I , r I r I \ - '-\ -,,, I I r . 11 I I ,. . . I I � r I I I I I L \ r TOTAL LEACHING AREA 472.2 SQ.FT. I L I I L r �I L I r ...%. *r7l# L L I . r r ' I I L I I r 11 r I I L r r I .1 I L r, I I r I L Ir r I I I PR POSECIZEPT ,,SYSTEM UPGIRADE r , I � � I r L L � ' r I I I I I L r Lr, .r I r , I : I I 11 I r I I L �L r L r 11 � : I I L I I r I I r I . ,��J. L I � N11 349.4 GALJDAY L r I r I L. L r I I . �: r I r I L I I I I . LL I I r L IL - I 11 r 'r , ,r I 1 . I - i L i r I I r\ I TOTAL LEACHING CAPACITY _L , 'r ,r I r I r 11 .1 L r I L I � L i . -,.-. , (3 r (n L r � 2311 1 I I I L I r I L �,rM I r LL I . I L L : r , L,L. I I I I I � I I L L i I I I � I I I I I CL -F e.9and I � I L rPREPARED FOR:r L I r I L I � i (4 .. r I (),I r I r � r 11 � L. e I 11 I I'll r'N\ L r r L, _2 1 ed r in � I L r r L I . L I L I L � i I I. I L I I I L L L I I I � L L r I I I r 8 S I I L , r ) I I. ,r L L.I I I- . L ' � GC- � I L I � I I r I : L r I L tQ a r ,\,. r , �5� I I . '_ . :1 r L I I r,2.5y 6/f L I r I I . L I L I I L PkI r - r '' , r iL r Ir I �11A I I e its I � 11 I I � I I . � 'r I L I 'L I L r , 11 I I r I L � r L L r " L I I . . I r L � G) r L I r I r r L � , : , I L L r I . I I � i I . .. r .1 L I r . L �- ;8 \ I I I 4, 1� I r .L \\ I L Irl ' ' I I L; , r I rle I I r i I 1 . 1, I I r I I I r CAPEWIDE ENTER S S111 I I 1, I r I I I :I �� I I rni I I I L -I SWO- I I r I I L r L r I ,r r, r L I 11 I r I I I I I r I . I I I I I I I 1, . 1 I � 11 I rL . ,. � I r X I T4 �; I tA I I r L � I � : r � I . I I I . . :. , ''�..: � ... I I I r L I I I L L I " 01 . r I I r r I L I . 1 : L : . ' 'I' ll ,. I :, � , r r, . L r L L I r L r L I "I I I I I I I I i i . i ...'%, !* I I . L I I r I I ,n , \,L ' I r LL V r I I L I I : - I I 11 r L I r L - 1 I I r IL I I . 1 I IL I I I I ' . . 1. r I , q . , . I I . :: r I 11 . 11 11 0,L I r r I I I I r I I I � I I r I . -1 -i.1,. I I I I I r A M L L ... . I I : I ___, r '*'� N__1 r I I . � r L� 120" 15.2 . I L r I , r I r . r I L , L I L I I I I I � L , I I L I i I I I . r L L AT r � ,� . . 'r L L I r -___ L I I . \ I I I I ," �r�' ��r4r I I r L . L . LOCATED I I I I ,, i r L r, . � .'nV L I I I I : , _r, 11 , r I L r I r, L I r I . I I I 11 I L I r . I : � I .111, . ''. I I I L �� I I r r r I . r I L L I r � L 'L L ,r Silt Loam : I r ,r L I I . L I I r I L I L I I IL I L I r I I I I I I I L I I I I , � L 1 r . I . r r L I . r L I r .:. C-3 ' L r, LL ' L r r I r L I I r . ; I I ' r I � I r I . - . , I "-- \,., I I I L r ILL I 'L L , r L i . L� : ,I'. L. ' I I . 42 1 . . r I I I I , , I I 11 ! : , , 0 . : %r I I I / // �1_1"�', '-, � r . I I � I IL I r 2.5Y 6/2 r I I I I L L . I I I I . - r I I L 1 I I I � 1. 1 : ' ' L L I 91 , I I I L : I r . I � I r 11 L L 1 , .6 WIINIKAINEN LROAD,� I r11 I I � � � , . . ' r I I I . I , %L. r �, , I r I r I I I IL 11 r 1 r , IL I L 11 L L . � I � . 1 L 11 L I r r I I L� r L L : I . I r . I r ,r 11 I r 11 i � 11 r ', . , I M , .:�1 3211 14.20' r I � I r I L I I .1 r 11 -1, I I I I ; I L L , �L02668 , ' I I r I i r I '_� I I I I I 1 . . I L I 'E MA I � L r L I . , . I I r I I , i 1 r I I I I I I r WEST BARNSTABL ' I I ! , , L r I I I I r ,��. ,��. ,��. L L I `��,. I I . ,. I I I � L L I I r, I I I , r I I I I 1 .,, L'r MediunIL'Scind , r 'L r I I L LL., 11 . I I I 11 I I I I yj I �_ I I r. I r L rL I r � � i L r � , �, _ . I r I I I A r . I I MAP 132 r I I . , :C4rL I . I L I : I I I I I I Ir 1'r � L I L I I r, L, L , iI .1 . . . I L r r r % L r L r r r I I - I I I L L I I I I r I I r r r L L L L r . 11 I I �jU rL . r I I L r I � . , L I r I I I i 01 . I . : 2) r, I I I L L L I I I r I r 2.5Y 6/6 . I I I . r � r L , r I DATE: LY 7,2016 ", r i � � � I L . I a ,�. � I.. I I I I L I I I I L PARCEL 16 r L I I I . . ''r I I L : r I r L I . L I 11 r L SCALE: IINCH = 20 FT.r L I r , � I I I r I L I I � � - I ...I I I I. I I I r I EXISTIN I L I L L I I I _. r I I I I I I r r L I I I � I I I r L 11 II I r I , r I . L I IL - 'Ir r I . � , � I . LL'' ���' � I L I I I I L L � � ! ! r - . : I I . I L L, 11 : 41, L I 11 3.20' � L 0 r 10 : 1, 20 r r, I L 40 �'r r : r �r r 80 FEET � 0 _ . 1 14 ' ' ' i . ,�,�" � I I I L I I I L I WELL r LL I I r I L L r r r L I 11 L � "I I L' - I L I ; L I I I L 'L I L L r 11 I r L � � r L . I I I r , I I r I . I I I I I I I I I I I rr I L I ! . . . . . i I . . 0 j'L '.. '. r L ELL I r I L i I I . . I L . I I I r . . . . . . r . L , � L I 11 . , � , � , � , � , � L , � 0 1 1 1 r I I I r : L' IL I ; . L r , r I r ir . " L L I I . 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I I r . 11 508.273.0377 r L I L LL r 11 I r I r � I � r 11 I I I I L L I I I r I I r I L r Lr L I I I L Ir I r 11 . .1 r , r Ir I r I L 11 r r r L I L . ILI I I LIL 11 I I � L � (5 1 r �, I I r L . SCALE: I"=20' 1 1 1 � I ,L I L I :� . . I I I L r� r I L r I ; �: IL wn'L By: IBM 1 L I L 1. I- LC L I I r r I I �' r 11 I r r, I � 17 -Des�ned By:MCP � I L I I I I I 1 4 1 1 L 7 I . L r : I r I I L L I I L . I I r 11 I L r r I I I I r I I r . I L L I ; � L I ,r � ,o I I I I r . I L I % I re Checked By:J JOB No.3534 , ,� I i I I I I r r L L I I I . I I . ,I I I :L : D I I r I I r I i I i I L L --- I I .... I L I I I r L ir L L I I I L I I _ - I ii L r I I L I r I I L I I I I L I - I L L r r L L � L 11 i it I I L I I L I r I I . r I I 11 r I I , I I L � L I I I I I I � r r 1 1 1 1 r I I I ! � I I I , r i I I I L / L I I L I � i I L L L I I I r � I I I r L . I I a I I. I = r . *--, . . 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