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HomeMy WebLinkAbout0038 MAPLE STREET - Health p . 3�8 IO!ia le Street 'Vest Bamstable A='132 - 020. No. 4210 1/3 BLU •x- .u': '�-'tee+,,.e -n,-,1 ,u-2(Ong a LT 1000 o ® o 0 0 Massachusetts Department of Environmental Management Office of Water Resources 137930 PRINT ONLY Well Completion Report 3 0 1. WELL LOCATION GPS_(OPTIONAL) LATITUDE 0 LONGITUDE a DATUM Address at Well.Location: IiM Property Owner/Client: &set Subdivision Name: Mailing Address:, - . City/Town �i- YES tc� .: City/Town; ,V •bm Ay��.r NA. 02-��. Assessors Map' -A i Assessors Lot#: t NOTE: Assessors Map and:Lot# mandatory,if no st ee t>add available.- b3 j �!N1" 05 Board of'Health permit obtained: . Yes - Not Required ❑ Permit_Number,- Date Issued V111 2.WORK PERFORMED 3. PROPOSED USE #T 4:DRILLING METHOD CJ New Well ❑ Abandon Domestic ❑ Irrigation ❑ Cable Auger El Deepen El Recondition ❑ Monitoring El Municipal ❑ Air Hammeri*4 Direct Push ❑ Replace ❑ Other ❑ Industrial ❑ Other ❑ Mud,R8, 11 J❑ Other 5. WELL LOG Water: Unconsolidated Consolidated 6. SITE SKETCH(use permanent landmrks with distances) Bearing > > � Other Rock Type From ft To ft Zones o rn U) i° o o Material and O O co 0 m Description i 7. WELL CONSTRUCTION 8. CASING Total Depth Drilled —5 S From (ft) To (ft) Casing Type_arid Material Size I.D. (in) Well Seal Type Date Complete fi� '' � � S� �� P\/C 1T'cF-Z A 9. SCREEN From (ft) To (ft) Slot Size Screen-Type and Material Screen Diameter —45 t ��g �/�igtt���5 STEEL, LA 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL 11.ADDITIONAL WELL INFORMATION f`� Developed? Yes ElNo From (ft) To (ft) Material Description-�� Purpose Fracture Enhancement? ❑ Yes 7 No ,a ?� Method Disinfected? Yes ❑ No 12. WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) ' 13.STATIC WATER LEVEL(ALL WELLS) Yield,.-_`,,Time Pumped Drawdown to Time to Recover Recovery to Depth Below Date Method (GPM)-.._"1hrs &min) (Ft. BGS) (hrs&min) (Ft. BGS) Date Measured Ground Surface (FT) 15 14. PERMANENT PUMP(IF AVAILABLE) 15.NAMEIADDRESS OF PIMP INSTALLATION COMPANY Pumpfi�:klt-" ,. © 2w iSp�rrh to �iF1 Horsepower �► l t� , , Pump Intake Depth (ft) Nominal Pump Capacity /0 (gpm) �' d* 2� S fM 3 d{kJL& % COMMENTS 17. WELL DRILLER'S STATEMENT This well was drilled, altered, and/or abandoned under my supervision, according to applicable rules and regulations,and thiW,0" re �rt is comple and correct to the best of my knowledge. Driller:- ` Supervising Driller Signature: registration #: Firm: Date: Ri Permit#: I NOTE: Well Completion Reports must be filed by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY i - A Town of Barnstable T o Regulatory Services Thomas F.Geiler,Director �0 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Designer: b cwk. CoL -e / Installer: 131 " S al C�, s Address: . `�3 h-L�i h Sd— Address: k J t2 S 7 gw�"h On l o l o-1 OAT C.N57• was issued a permit to install a (date) (installer) septic system at 3 e 14 ej al based on a design drawn by (address) • .. . . i.:.�,,,,,R,,.,,,,.fir^...-. ..r owv� Oct P- k lz C i h�lf dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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. N OF p,f,4ss (Installer's Signature) �� ARNE,H. eyGN o OJALA CIVIL N No, 30792 0 /ST0' (Designer's Signature (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTEL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form TOWN OF BARNSTABLE 38 MAPEL STREET, W.B. 2005-506 LOCATION SEWAGE # VILLAGE, WEST BARNSTABLE ASSESSOR'S MAP & LOT 132 620 INSTALLER'S NAME&PHONE NO. ELLLS BROTHERS CONST. CO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 5-00 Ct t✓1 5�5; (size) 13 k-09-5'X �L NO.OF BEDROOMS BUILDER OR OWNER CAROL DARLING PERMITDATE: � COMPLIANCE DATE: `D 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 fee chin fac' 'ty) Feet Furnished by c�i � niR opt ST Pt —2- 73" i -3 - '77y r 0 0� No. T Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Application for )Diopooal 6p.0tem CCon0tructiou Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 37 M? -jo 1,— 5 Owner's Name,Address and Tel. /No. Assessor's Map/Parcel /77/4p 132, Y,0 k-tj — Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. a 2 6�r� 4 0 W YJ 'Y tj Type of Building: e��1 Dwelling No.of Bedrooms 3 Lot Size r ft. Garbage Grinder(Alfo Other Type of Building /'�- d• No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow &JZ gallons. Plan Date —® Number_of sheets Revisi n Dat//e Title _ A L-D v Size of Septic Tank y Type of S.A.S. Description of Soil, Nature of Re irs 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 ode and not to place the system in operation until a Certifi- cate of Compliance has b�eeen t oard of Healt Sig Date �� `� Application Approved by Date Application Disapproved for the following rea Permit No. S10�0 Date Issued ` No. f Fee ' Entered in computer: THE COMMONWEALTH OF MASSAC�HUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2oorication for Mi oogal 6potem Congtruction Permtvo) Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. 3$ Owner's Name,Address and Tel.No. YE �3a/,-,YZ4 ►Mrr 1�,Q20L 'I /WAZ�Al�1 Assessor'sMag/Pazcel p /32 124& Q2 D ✓ 1� r Installer's Name,Address,and Tel.No. r f Designer's Name,Address and Tel.No. 3� s. c�Ns az676 .; 5 i c_ S �O w,r.l ` r� A Type of Building: Dwelling No.of Bedrooms 42 Lot Size C20, 3 ' ?q. ft. Garbage Grinder Other Type of Building /ZZ0. No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date — --v _ Number of sheets Revisipn Date Title < ' Y Size of Septic Tank Type of S.A.S. V- sue' �"'iA-G� os.� L/fA tsl �M C Description of Soil. t Nature of Re airs or Alterations(Answer when applicable) 44 A- k,Pi=' , {/ r 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 ode and not to place the system in operation untla Certifi- cate of Compliance has been�s ued'b�i< Board of Health Y , -- Signed tom` C ' Date - 7 D 5 Application Approved by Date yd- Application Disapproved for the following rea)o.s_ i 4 , Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate_of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at _ 1,2— has been constructed i accordance with the provisions of Titl U�5 and the for Disposal System Construction Permit No. W dated Installer .i�� �5 r, ►+�< & e . Designer Z C,,4 The issuance of this permit shall not be constru .d as a guarantee that the sys em -ii n tion as designed. Date /Q 1-dig Inspector r No.�ll 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE S MASSACHUSETTS Migogal * gtem Congtrurtion Permit p � o 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 recognizes his/her duty to comply with Title 5 and the following local provisions or special condition Provided: Construction must be completed within three years of the da a of this et i . Date:_ f���S Approved by r UOt Ub 05 12: 54p Desmond Well Drilling 5082401003 p. 1 J CAPr COX)77,40 'IX)RIINC j� :*- - �bm.q?y'1..� y u'� �r �_ '—\iv.'Y9.1•eii.Pf p.w'FY.=-' ...-«.,...,. .-.... e aud.aJ ,.N: To: Ellis Bros. Fax: 508-362-6266 i From: Michelle Desmond date: 10/6/2005 IRe: Darling property Pages: 4 cc: I O urgent O For Review O Please Comment O Please Reply O Please Recycle Notes: i Please find that attached water results for the Darting property at 38 Maple Street j in West Barnstable. I k Thank you, Michelle Desmond I i I I I I aaoeeeaevaeeeereeeseoreeresoeseereeeroeeremeeorooeoaoeaoaos�tose�e P.O.Box 2783 S Rayber Road Orleans,Massachusetts 02653 Phone: S08-240-1000 Facsimile: 508-240-1003 Desmondwelldrillinc{�+verizon,net w►pw�i�srnQ�n welldrilling.com Oct 06105 12: 54p Desmond Well Drilling 5082401003 p.2 OCT-$5-2M 16=18 BARNSTABLE COUNTY LAS SM627103 P.02 i CER T CATE OF ANALYSIS ' Page. , w - Barnstable County Health Laboratory Rep"Atzeht: lonaoos imma Pcrnnre0 Par sally D Order No.: cos3o5 043mond wen Drilling P 0 Box 2793 Orlcros. MA 02633 L>tbbratory ID t1: 0533305-01 Das�hon' V1101ee s griwdi�W1110P SatD w » S�aapH t ecse.stt as htA}k Si Wet awn ftble.MA Colkctrd: lo/3�t0u5 Co*CftA b T.Dam"d Z�uived: 11.1]lJ6R5 y: t i RvJihR@ t RESULT N_� M. ,JCL � I Lam: Ieestmrirs I N16ve n3 Ndragem QA6 "wL 0.02 to SM 4$00•NM F IOH/1006 I i LAB: MrtaOs Copper BRL MOL ale 1.3 SM3ii6 s0t5/�0t Iran NRL Mel. 0.10 0.1 S%411110 101SM05 Sodium 7.5 MA 1.0 20 SM 3111 B l0/S1200f LA , Aac vbi®!w ` o,tnl Coworm Absent PIA 0 0 309 10woos l LAB: Fay&*dCkfM&*7 1 COttaotCf�lsof:g 52 UM0k%AM 1.0 PPA 120.1 10%1120oS PR d.l pA o �A M.1 ►ot}rlOOs 1 S -V � GCI� EPa 52�.2 olo�e OrRandcs y i rr1EM ffiii �► I Ui, GUMS ` i .&,2-TsDraleblaroet �e SRL a.s Eve$7.4.2 lorirtoos j !11.1-'D'ricflEaraetbmne BRL +ct/t. as M ErA 94.2 t0►31E0oS 1;11.2,Z=S C111orbtel�nlls � . �• U OA 524-2 1a3It00s k�1,2-Tric6toroetbane BRL (WL 0.5 s,o srA 524.2 EorMAM 1i,1-�ic6loroetbllae BRL VA AS EPA 1142 1otvm 1;1�Dic6tltroslt►es! RRL fit. as ya tansY.a 1M/IOOS ! Rai-11ich1arepr a kE1R�, �+eiL 0.5 MAst4a 10woos 1 �-TPRCAIorOdle DO SIM "t o-3 LPA S24.2 1 W7�20os t��-$'1 A39Mpl Ant BRL WA. 0-1 WA S24.2 IWAM R4+ Reyo�teesalimit MCI.w R4eai�!COl�11{11�1 ttvll Superior Court Room, M Box 427, Daraliftb1e. MA 02630 )Pb:M-37"605 i Oct OG105 12: 55P Desmond Well Drilling 5082401003 P. 3 OCT-05-20M 16*-18 . BARNSTABL.E COUNTY LAB 5083627103 P.03 Page.- 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory I i ROM Dag* IQIill005 jR2enort Prepared p:or: ISatyDeanwud order No.: G0833305 { aumd Well Valing P O Box 2783 Oriesm. MA 02653 1,20-yreehlorobeame - BRL - W 0.5 To EPA 524.2 10rdMS 1 1,44-TrimeebylbawAft BRL 11916 0.3' EPA514.2 tOrUMS 1,Z-Dibr*ni0-3-tb1wopr*pa BRL U94. 0.5 }rA$24.2 10/l�2GC3 i 1,2 bromoatbane(RDB) SRX. 0.3 'EPA 524.2 1013r2003 1,2 Dichtorobeszaeoe B1tL UVL os 600 EPA$24.1 +ef3/2oos f 1,t�i URL 6.5 5.0 EPA 524.2 101312M Dicl>ta�+oethalnc p,�Dii'b10k�Opfoptllta RRL *VL oS IMA 524.2 10132005 t 1 :'3-Ta7i�ettryl�n a NRL Tot 0.5 FPA.524.2 10/3005 1.34DuLbrobew"c DRL VOL a.s VA124.2 10 4005 i 1,3-DttwnprOpaot RRL UVL 0.5 EPA$242 10131M I� bombewme IUM UP, QS S.0 EYA 524.2 tO/MW3 Z I�-Dic11'lero0ropMt BRL VOL 0.5 KPA s24.2 lows Z-Ch1®r4rtatnene BRL MIL 0.1 EPA 5241 1orizoos 4 lorotoloeag BRL UdL Os EPA 5242 10=005 1 RAL WJL e.s s.0 svAszrls larilzeos Brafm0beazM BRL Ur/L os SPA$24.2 10!lQOOs Brb1 "hloremmmm URL VWL 0.5 MBA SE42 10=003 II Hr'Dmodicbloroauthane Btu. OWL 0.5 -EPA$24.2 10/34005 BroSau�®nn URL MVL 0.5 EPA 524.2 1041200$ i $ro�aols4:tbnele BRl. OWL 0.5 EPA 524.2 10r2005 C1rbon tetreAl0eede ML UwL 0.s s.0 erA s242 tOrlRees Cl>rforobsrsneae B1tt. ten. o.s goo FrA u..2 1013r2005 i Cbloroetbane ORL� wvt 0.5 EPA 524.2 10134005 Cl>toroferm RRL v11tL 0.5 "A 524.2 1001M C1i:orromet13an1! SRL 0 EPA 324.2 IO/3rM titti-1.ZrDicWoro®tDene lt'RL. eye. 0.5 70 EPA5242 1013M S c, 1�-1Dith10>bprOpEAe ML MWL 05 EPAS242 t0firo05 p3ipromectrltrromethane BRL QVL o.s rrA 524.2 Ior3raolK Dibromoenethaoe BRL twL 0.5 11PA$24.2 10/irag" I RL �PupwiftLimit MCI. Maximum t:autama►ndt Lend Supersor Court House, PO.Box 427. Biwestabtc MA 0200 Pe:50W7S-660S I I i Oct 06105 01 : 02p Desmond Well Drilling 5082401003 p- 1 • OCr-05-2005 16�18 BARNSTABLE COUNTY LAB SM3627103 P.04 CERTIFICATE OF ANALYSIS Aofie: 3 Barwtable County Health Laboratory Report Dated! 10rM005 lRenort Prennred For: Order No.: GOS33305 Salty 1>e�►ond , Dosmofsd Well Drilling ,P O Box 2783 jprkaas, MA 02653 btChlOroditluororatoRtfaac DIM _ o.S - ►rPA$24.2 - ►o�3r1o0s_... Etlsylben3teso RILL 0.57Oo VA$ees 1013a00s He Ochlorobutedlene Os an 3242 1003*OS Y>mpropylbetuene t1iItL 0.5 ETA$24.1 LOOS i �� o.� VA 524.2 1p17f1003 Metlsyl- n-butyl ether Me'tbylene chloride BRL v5fL 0.5 5.0 F,PA 52-4.2 10/1/ZOOS fa-BfOtylbeusenfe BRL VWL O S EPA 5242 i0/MOOs tA- p��py�e BRL O.t EPA S242 tor71lW3 ORL OWL 0.5 EPA A4.2 NiphtbWene tMM00i 1 �� 0.5 F.PA$24.2 1o/YlooS p-Uopr opyltolfsone 1 aes(-Buty�IbfPpftcnc M L � 0.5 EPA$242 lOf7f M $tj�rene BRL nrll. 0.1 100 EPA 1242 t0!}no0s teat-Batylb=zew DAL • 0.5 CYAS24.2 1o�zoo3 '1'etraeblor+oethene URL pN, 0.5 5.0 EPA$242 1013/2005 Toluene BRL eglL 0.3 logo UA$24.2 10/J17005 TtItalsylenm bRt1. o#L 0.3 to= EPA524.2 1MIMS ; trAna.l,�i�D�Ch1019StIteRfe M M ap/L 03 too FFAS200.2 10031M5 ' trans-1,3-Diebloropropese SRL Get. 0.5 EPA$24.2 101 aw$ � Tslr<thloroetbene sn udl. 0.3 5.9 rrAsue To ros ORL yam, 0.5 0A S2e.2 10M003 Te_chlorollgoronesettiane ' o Ictffloffide 13ltI. ddl 0.3 2.0 UA524.2 J0/3fM5 V V 7 ------. -..�... Water sample etett.the eeeeanwndW timib for dtiakteg w xter of flit ON above seated PbftMdWL Approved 8 to-nwame Limit Will A.M,ncimum cwtamirmt Low Superior Court Hott>;e. PO.Box 427, Bsrnstsbk, MA 02630 Ph:508-375.6605 TOTAL P.04 i rOF'pA•� CERTIFICATE OF ANALYSIS Page. 1 Barnstable County Health Laboratory �'Act�sw Report Dated: 10/5/2005 Report Prepared For: Sally Desmond Order No.: G0533305 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 Laboratory ID#: 0533305-01 Description: Water-Drinking Water Sample#: 33305 Sampling Location aest Barnstable, 38 M ple St.W MA� Collected: 10/3/2005 Collected by: T.Desmond Received: 10/3/2005 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen 0.06 mg/L 0.02 10 SM 4500-NO3 F 10/4/2005 LAB: Metals Copper BRL mg/L 0.10 1.3 SM3111B 10/5/2005 Iron BRL mg/L 0.10 0.3 SM 31 I I B 10/5/2005 Sodium `7.5 ing/L 1.0 20 SM 31-1 1B ro/s/zoos LAB.' `Microbiology • "` " _ Total Coliform Absent P/A o' o" `309 ' 10/3/2005 L;4B: ' Physical Chemistry Conductance 52 umohs/cm 1.0 EPA 120.1 10/3/2005 pH 6.1 pH-units 0 EPA 150.1 10/3/2005 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 10/3/2005 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 10/3/2005 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 10/3/2005 1,1,2-Trichloroethane BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 1,1-1)i6loroethane BRL ug/L. 0.5 EPA 524.2 10/3/2005 1,1-Dichloroethene BRL°` ug/L 0.5 7.0 EPA 524.2 10/3i2005 1`,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 10/3/2005 i 1,2,3-Trichlorobenzene BRL ug/L. os' EPA 524.2 10/3i2005 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 10/3/2005 I' RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 2 CERTIFICATE OF ANALYSIS I� Barnstable County Health Laboratory Report Dated: 10/5/2005 Report Prepared For: Sally Desmond Order No.: G0533305 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 1,2,4-Trichlorobenzene BRL ug/L 0.5 70 EPA 524.2 10/3/2005 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005' 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 10/3/2005 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 10/3/2005 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 10/3/2005 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 10/3/2005 1,3,5-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 10/3/2005 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 10/3/2005 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 10/3/2005 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 10/3/2005 Benzene BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 Bromobenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 Bromochloromethane BRL ug/L 0.5 EPA 524.2 10/3/2005 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 10/3/2005 Bromoform BRL ug/L 0.5 EPA 524.2 10/3/2005 Bromomethane BRL ug/i. 0.5 EPA 524.2 10/3,12005 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 10/3/2005 Chloroethane BRL ug/L 0.5 EPA 524.2 10/3/2005 Chloroform BRL ug/L 0.5 EPA 524.2 10/3/2005 Chloromethane BRL ug/L 0.5 EPA 524.2 10/3/2005 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 10/3/2005 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 10/3/2005 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 10/3/2005 Dibromomethane BRL ug/L 0.5 EPA 524.2 10/3/2005 r RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 M 508-375-6605 J of•a���. °r Page: 3 CERTIFICATE OF ANALYSIS 9Ac Barnstable County Health Laboratory Report Dated: 10/5/2005 Report Prepared For: Sally Desmond Order No.: G0533305 Desmond Well Drilling P O Box 2783 Orleans, MA 02653 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 10/3/2005 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 10/3/2005 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 10/3/2005 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 ivlerhyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 10/3/2005 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 Naphthalene BRL ug/L 0.5 EPA 524.2 10/3/2005 p Isopropyltoluene BRL ug/L 0.5 EPA 524.2 10/3/2005 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 Styrene BRL ug/L 0.5 100 EPA 524.2 10/3/2005 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 10/3/2005 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 Toluene BRL ug/L 0.5 1000 EPA 524.2 10/3/2005 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 10/3/2005 trans-1,2-Dichloroethene BRL ug/L 0.5 too EPA 524.2 10/3/2005 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 10/3/2005 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 10/3/2005 Triehlor-ofluoromethane 13RL ug/L 0.5 EPA 524.2 101Y200 lVinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 10/3/2005 Water.sample meets the_recom mended.lim its-for_drinking water of all the above tested parameters"I Approved B. _ _rb �rct, Lr) �J RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 5087375-6605 Page: 1 CERTIFICATE OF ANALYSIS „t�•�� � Barnstable County Health Laboratory Report Dated: 7/29/2005 Report Prepared For: Order No.: G0531890 David Darling P O Box 18 [� �i f�� .020 W Barnstable, MA 02 8 -------------- Laboratory ID#: 0531890-01 Description: Water-Drinking water Sample#: 31890 Sampling Loc;ttimr 3}i 14aple�Westl3annstab e, Collected: 7/25/2005 Collected bv: D.Darling Received: 7/25/2005 Routine +Anunonia ITEM RESULT UNITS RL MCL Method# Tested LAB: IC L ab Ammonia BRL mg/L 0.10 EPA 350.3 7/25/2005 LAB: Inorganics Nitrate as Nitrogen 2.0 mg/L 0.10 10 EPA300.0 7/26/2005 LAB: Metals t m L 0:1 13.0 SM 31:11B 1 7/26/2065 Copper' t� 6 � � Iron 0,18 mg/L 0:10 0.3 SM 311113 s/2'6/2005 59 nig/L 1:0 Sodium. 20 'SM 3111B--' G71/26/2005 LAB: `Microbiologyi ^` Total Coliform Absent P/A 0 0 309 717/25/2a95 LAB: Physical Chemistry ca r� r- Conductance 440 umohs/cm 1.0 EPA 120.1 C7/25/20U"5 pH 6.6 pH-units 0 EPA 150.1 7/25/2005 EPA 524.2 - Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested LAB: GC/MS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 7/27/2005 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 7/27/2005 1,1;2,2-Tetra chi oroethane BRL ug/L 0.5 EPA 524.2 7r27/2005 I 1',1;2=Trichloroethane BRL ug/L- 0.5. 5..0 EPA 524mT 7/21/20M 1;1='Dichloroethane BRL ug/L c1.s:, EPA 524:2' 71217100' ij—D'i`chloroethene B.RL ug/L 0.5 ?,o EPA 524.2 7,22/2065' RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 ` Page: 2 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 7/29/2005 Report Prepared For: Order No.: G0531890 David Darling PO Box 18 W Barnstable, MA 02668 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2,3-Tiichlorobenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2,4-Tiichlorobenzene BRL ug/L 0.5 70 EPA 524.2 7/27/2005 1,2,4-Tiimethylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2-Dibromo-3-chloropropan BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 7/27/2005 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 7/27/2005 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/27/2005 1,3,5-Trim ethyl benzene BRL ug/L 0.5 EPA 524.2 7/27/2005 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/27/2005 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 7/27/2005 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 7/27/2005 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 7/27/2005 Benzene BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 i Bromobenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 Bromochloromethane BRL ug/L 0•5 EPA 524.2 7/27/2005 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Bromoform BRL ug/L 0.5 EPA 524.2 7/27/2005 Bromomethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 Chlorobenzene BRL ug/L 0.5 100 EPA 524.2 7/27/2005 Chloroethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Chloroform BRL ug/L 05 EPA 524.2 7/27/2005 Chloromethane BRL ug/L 0.5 EPA 524.2 7/27/2005 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 W27/2005 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630, Ph: 508-375-6605 __ I CERTIFICATE OF ANALYSISPa Barnstable County Health Laboratory Report Dated: 7/29/2005 Report Prepared For: Order No.: G0531890 David Darling P0 Box 18 W Barnstable, MA 02668 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/27/2005 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Dibromomethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 7/27/2005 j Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 7/27/2005 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 7/27/2005 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 7/27/2005 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 Naphthalene BRL ug/L 0.5 EPA 524.2 7/27/2005 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 7/27/2005 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 Styrene BRL ug/L 0.5 100 EPA 524.2 7/27/2005 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 7/27/2005 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 Toluene BRL ug/L 0.5 1000 EPA 524.2 7/27/2005 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 7/27/2005 1 trans-1,2-Di chloroethene BRL ug/L 0.5 100 EPA 524.2 7/27/2005 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 7/27/2005 Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 7/27/2005 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 7/27/2005 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 7/27/2005 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician. Approved By. (L hector) /�2 6-Qs RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 FROM :down cape engineering inc FAX NO. :1508362geeo Sep. 27 2005 10:34AM P1 tel.(508)382.4541 .939 main street rt 6a fax(508)382-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design September 27, 2005 Arne H.Ojala P,E„ P.L.S. Daniel A.Ojala. P.L.S. land court Thomas McKean., RS, Director Timothy H.Covell,P.L.S. surveys Barnstable Health Dept. 200 Main Street site planning Tlya.nnis, MA 02601 Ike: 38 Maple Street, West Barn stab]e sewage system designs Dear. Tom: inspoctlons The above-referenced dwelling has a failed septic system(cesspools), based on a.DFP inspection report. We are proposing a new septic system (no variances necessary), in the only area on the lot that is.feasible, based on wetland and abutting well constraints. permits The result is that the owner's well (which is in.the basement of the house) is 85' from this.new system. Therefore, anew well is proposed, which will be .1 17' :from the new leaching facility (and a minimum 150' frorn abutting septic systems). The'Board of Health approved in-house vat:.i.a.nces for certain instances (copy enclosed, dated 12/12/02). We feel that the counter variance to 1. is justified, as this is a failed SAS, and the well will be greater than 100' to the SAS. We appreciate your earliest review of the above due to time constraints. Very truly yours, I w- Arne H. Ojala, PE, PLS {I Down Cape Engineering, Inc, I -'c >*(t sty C O J/l t&Z -V l �o CO`1i)3 �i12�/os- S � o.-li N 2QS_o33 -------- Fee------------- ------ BOARD OF HEALTH TOWN OF BARNSTABLE ZippCicat ion-*rVeil CongtructionAgernut Ap ' ati is lygreby made for a permit to Construct), Alter ( ), or Repair ( )an individual Well at: Locat, Address Assessors Map and Parcel art^ --____-__--------___-- Owner Address _ —------_—_-- —--------------—----—---------------- --------— —--- — --------------- installer — Driller Address Type of Building Dwelling— Other - Type of Building---___—__—__._.___ No. of Type of WellJ�1Lr Purpose of Well-- ----_--_— Agreement: The undersigned agrees to install the aforedescribed 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 da Application Approved By dat Application Disapproved for the following reasons:----------------__—__._—_______—__— _—. -- ---- jj-- `` — ------_—__—_-----._._---------------------date__.-_---_--- Permit No.l� �_ � ---- Issued--------- - - - ---- --— _- -- date r BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS T CERTIFY, That t& Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by— _--_ _--_---_-- -- ------------— - -- -- -------—-- Installer 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 H%1 - —�?--Dated 11%*-' -------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- ___ ___ Inspector----------------- �+ No. 9� '03.� I- -- ------ „,- Fee- BOARD OF HEALTH TOWN OF BARNSTABLE Application,forlVe[1 Con5trutt ion Permit 1 r Applii is leg b mCade for a permit to Construct ), Alter ( ), or Repair ( )an individual Well at: Location — Address-------- — � -------�—=�?---��----------------- Assessors Map and Parcel --�I—^- --- Owner Address ------------ _ __�._C—"ry) ---—------ -- Installer — Driller Address Type of Building Dwelling - Other - Type of Building------------------______ No. of Persons----------------------.---------------- Type of Well=---- �? �^—" � �____ Ca acit Purpose'of Well---------- - --------— r Agreement: The undersigned agrees to install the aforedescribed 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 - ---------------- — _ _-, -----date------ Application Approved By— ��� ------- 4 �17 - dat Application Disapproved for the following reasons: --_____--_________—___-____—_______—__—_—_________ --- -------------- ----------------------------------- date -- Permit No.1&) _-2 OD a— 3 -- Issued----- -- - -- - date --------------------------------------------------------------------------------------------------------� BOARD OF HEALTH TOWN OF BARNSTABLE k Certificate Of Compliance d THIS IS TO.CERTIFY, Thatte Individual Well Constructed ( ), Altered ( ), or Repaired ( ) --------------- -- ---—- -- __--- -—-- Installer at -- ' 'p�P S`__ V - ------- --- -- - -- - - ---------- -- 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 kJ- -�--A-?'�--Dated--!--------�--------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_-- - — ---- - - Inspector-- ------------------------- a------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con5truct ion Permit vi No. --2—� —� 33 Fee Permission is hereby granted to Construct ( ), Alter ( ), or Repair ( ) an Individual Well at: No. —< —� --- e i� -- ------- -- —--- ---— -- — Street as shown on the application for a Well Construction Permit No.- __ _ZC.�S 3 3 _--- ----- Dated �� -- - ------------------------------------- - �� Board of Health DATE-- ------- _-- SYSTEM PROFILE TOP FNDN = 35.0' , ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCAIn ROUTE 6A ACCESS COVER (WATERTIGHT) TO TEST HOLE' LOGS . 1 WITHIN 6" OF FIN. GRADE /36.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 36.5' ARNE H. OJALA, PE ENGINEER: WIINIKAINEN 33,1' 0<v RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE\ PROVIDE INSPECTION PORT D. DESMARAIS, RS FOR FIRST 2' WITNESS: SEPTEMBER 9, 2005 WITHIN 6" OF FINISH GRADE LOCus 1500 DATE: •=. 32.5 PROPOSED I c. GALLON SEPTIC 30.63' ITEE 34.9' PERC. RATE _ < 2 MIN/INCH N 30.88 TANK (H_ 10 ) GAS QJ 34.17' oo� ..- 11088 BAFFLE � 34.34 I a o p p - O p p p p r CLASS SOILS P# M 34.1' p p O E� El E3 E l - ( 2 % SLOPE 6" CRUSHED STONE OR MECHANICAL p p p I-] ED p E 3 E] O I �- go , 32.1 COMPACTION. (15.221 [2]) 2 [] � � � [] p p p p oon DEPTH OF FLOW = 4' ( 1 % SLOPE) ( 1 % SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE Q ELEV. Q ELEV. INLET DEPTH = 10" 0" 36.1' 0" 36.0' LOCATION MAP NTS OUTLE' DEPTH = 14" SL SL PUMP LEACHING 8.1' 8" 10YR 6/4 8" 10YR 6/4 ASSESSORS MAP 132 PARCEL 120 66 ST 4 4 D BOX 9 FOUNDATION I CHAMBER FACILITY g B SILT LOAM SILT LOAM IN-HOUSE VARIANCE REQUESTED, PROP. WELL TO BE LESS THAN 150' TO PROPOSED (LOCUS') NOTE 2 INVERTS OUT ("Y" INTO ONE LINE 10YR 6 24" 10YR 6/3 34.1' 48" / 32.0' LEACHING FACILITY (33' VARIANCE). NOTE: TO SEPTIC TANK) BOTTOM TH 2 EL 24.0' EXISTING WELL TO EXISTING CESSPOOL IS 59'; Cl Cl EXISTING WELL TO PROPOSED SAS LESS THAN 100'. PERC MCS PERC MCS THEREFORE NEW WELL PROPOSED. " / 10YR 5/6 96 10YR 5/6 281' 108" / 27.0' ALARM AND CONTROL PANEL C2 C2 I TO BE INSTALLED INSIDE � BUILDING. ALARM TO BE ON INV. IN 30.59 SILT LOAM SILT LOAM SEPARATE CIRCUIT FROM PUMP 2" PRESSURE .1 INE - 1000 GAL. H-10 S 10YR 5/6 10YR 5/6 700 GAL.+ SLOPE TO DRAIN BACK TO PC 106" 27,2' 118" 26.1' ALARM ON RESERVE WEEP HOLE Lj FLOAT SWITCH ":ETTINGS: PUMP ON CHECK VALVE C3 C3 , 4" WORKING RANGE 8 MYERS SRM 4 MCS. MCS 4# SUBMERSIBLE 4/10 HP PUMP I ^'IMP OFF 8' SYSTEM (OR EQUAL) 10YR 5/6 l OYR 5/6 - - 144" 24.1' 144" 24.0' NO GROUNDWATER ENCOUNTERED TT - EXIST. SAS # 49 MAPLE ST. (NOT To~SCALE) - 0 - NOTES: 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR ANY OTHER PURPOSE. rs �+2-8_3 _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o_ $ 4 � - 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / 30 9.65 5 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 31 I FROM BOARD OF HEALTH. 32 31.09 - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 9.10 \ ROUND & OVERHEAD UTILITIES PRIOR . 1 G/ 7 e EXISTING LOCATION OF ALL UNDER DWELLING I TO COMMENCEMENT OF WORK.. \ 11. PUMP AND REMOVE (OR FILL WITH SAND) EXISTING PQ� 9.46 32.36 Z SEPTIC SYSTEM 12. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM 4 FOR PUMP INSTALLATION 9.20 ' 9 >-�► LOT AREA: '`'--- 23,344t SF 29.05 _;0 #6 WIINIKAINEN +1�8.79 °ti , 0 GRAVEL �� , DRIVE ) _n 51• PROP. WELL 33.23 rya CP SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al LOWED ) .3o u 3 110 _ 330 6 E (STING - \ DESIGN FLOW. � 9.02 '48 D wrvc � __ BEDROOMS ( GPD GPD USF_,A 330 GPD DESIGN FLOW TF -t o ► SEPTIC TANK: 330 GPD (2) = 660 DasT. �1 USE A 1500 GALLON SEPTIC TANK Wu �27. 5 +29.;4 33 (ABANDON) o- LEACHING: .01 ' - 34,69 2(25 + 12.83) 2 (.74) 112 1 SIDES: - P , .53 2 .33 1 1 1 BENCHMARK: USE TOP OF FOUNDATION BOTTOM: 25 X 12.83 (.74) = 237 28.10 87 0 _ 34 34.29 THIS AREA AT ELEVATION 35.0' TOTAL: 472 S.F. 349 GPD Z 1 f 32, i 34.75 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND v 1 9 { 3.0 7 35. /30.0 o '-,,PAVE }3 .61 .94 PARKIN +3 .29 9 -4-1 jx1 00, 3 00 5.14 34.93 8.8 nj2 + +33, 6.05 3 . 9 +35.7 i C _ _ 35. LEGEND 43 O TH 1 p GARDEN HEMLOCK ' 100.0 PROPOSED SPOT ELEVATION 2.83 ^� 1 6. +3 9 1 I35'37 10OX0 EXISTING SPOT ELEVATION 33.27 �h TH 1 +33 7 a 3 47 i o- 100 ____0 PROPOSED CONTOUR c� MLOC - _ ' ,3 � �(o +o 1 Sp. 1 100 EXISTING CONTOUR 36.14 N EXISTING WELL +3 .80 �71 / 123.13' PROVIDE VENT WITH CHARCOAL FILTER 3� AND BUGSCREEN (FINAL PLACEMENT WITH 5' REMOVAL OF UNSUITABLE SOIL REQUIRED HOMEOWNER CONSULTATION) + 15 AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER (TO Cl LAYER _ - SEE TEST HOLE LOGS) REPLACE WITH 28 WIINIKAINEN o CLEAN MED. AND. ENGINEER TO INSPECT AND # LP CERTIFY REMOVAL BOARD OF HEALTH O , NIA ' APPROVED DATE ' LP #27 WIINIKAINEN o t TITLE 5 SITE PLAN FOR THE UPGRADING OF A SUBSTANDARD SYSTEM OF 38 MAPLE STREET IN THE TOWN OF: (WEST) BARNSTABLE PREPARED FOR: CAROL DARLING - 20 0 20 40 60 SCALE: 1" = 20' DATE: SEPTEMBER 14, 2005 off 508-i%2-4541 fax 508 362-9880 down cape engin eeriig, inc. #52 MAPLE ST CIVIL ENGII�EERS OF14,yss9cy o ���HOF4t4o a ARNE H. ARNE LAND SURVEYORS U� OJALA H. CIVIL N - 0 - 939 main st. yarmouth, ma 02675 No- 30792 q N0 Fc OISTr H. E��td/ .L.S. DATE 05-212S'oN.4L � .$ U TOP FNDN = 35.0' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO TEST HOLE LOGS ROUTE 6A I_ 36.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 36.5' ENGINEER: ARNE H. OJALA, PE wuNiKAINEN 33.1'' ELEV, ���� FRUN PIPE OR FIRST LEVEL 2 DOUBLE WASHED PEASTONE\ PROVIDE INSPEC11ON PORT WITNESS: D. DESMARAIS, RS =_ 32.5 PROPOSED 1500 �r WITHIN 6" OF FINISH GRADE DATE: SEPTEMBER 9, 2005 Locus GALLON SEPTIC 30.63' Q < 2 MIN INCH 30.88' �� TEE 34.9 PERC. RATE _ / TANK (H- 10 ) GAS Q o0 08 34.17 W BAFFLE oa 34.34 �4__ P p ED ED O 0 O L] 0 O CLASS I SOILS P# 11088 Q % 34.1' 0 � 00 � O � C7 0 ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL M E3 El El 0 Q [D E3 � COMPACTION. (15.221 [2]) 0 [� 0 0 0� 32.1' DEPTH OF FLOW = 4' ( l % SLOPE) ( 1 % SLOPE) o TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 1 ELEV. 2 ELEV. = �� p" Q 36.1' p" Q 36.0' LOCATION MAP NTS INLET DEPTH OUTLET DEPTH = 14" A SL SL PUMP LEACHING 8•1' g" 10YR 6/4 g" 10YR 6/4 ASSESSORS MAP 132 PARCEL 120 FOUNDATION- 66 ST 4 CHAMBER 4 D BOX 9 FACILITY B B SILT LOAM SILT LOAM IN-HOUSE VARIANCE REQUESTED, PROP. WELL TO NOTE: 2 INVERTS OUT CIr INTO ONE LINE " " 1OYR 6 3 BE LESS THAN 150' TO PROPOSED (LOCUS') 24 10YR 6/�3 34.1 4$ / 32.0- LEACHING FACILITY (33' VARIANCE). NOTE: TO SEPTIC TANK) BOTTOM TH 2 EL 24.0' EXISTING WELL TO EXISTING CESSPOOL IS 59'; Cl Cl EXISTING WELL TO PROPOSED SAS LESS THAN 100'.MCS PERC MCS PERC THEREFORE NEW WELL PROPOSED. 96" /� 1OYR 5/6 10YR 5 6 28.1' 108" / 27.0' ALARM AND CONTROL PANEL C2 C2 TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 30.59' SILT LOAM SILT LOAM SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE 1000 GAL. H-10 S ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC 106" 10YR 5/6 27 2, 118" 10YR 5/6 26.1' FLOAT SWITCH RESERVE WEEP HOLE SETTINGS: PUMP ON CHECK VALVE C3 C3 I 4" WORKING RANGE 81 MYERS SRM 4 MCS MCS 4& SUBMERSIBLE 4/10 HP PUMP 1OYR 5/6 I PUMP OFF 8' SYSTEM (OR EQUAL) 10YR 5/6 000 00 CDC>000<z>CD<>o 0000 0000 144" 24.1' 144" 24.0' NO GROUNDWATER ENCOUNTERED EXIST. SAS PUMP CHAMBER # 49 MAPLE ST. (NOT TO SCALE) NOTES: 1. DATUM IS APPROX. NGVD 2. MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO RF MADE WATERTIGHT. 6. CONSTRUC 1 -} ib-LTAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR ANY OTHER PURPOSE. rs +98�3 _ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. °$ 9 65 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 31 5 FROM BOARD OF HEALTH. 9.10 32 31.09 _ 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 7 8 \ \ EXISTING LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR DWELLING TO COMMENCEMENT OF WORK. \ ­5� _ - 11. PUMP AND REMOVE (OR FILL WITH SAND) EXISTING 9.46 32.36 Z SEPTIC SYSTEM 4 12. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM .31 1 FOR PUMP INSTALLATION 9.20 . 9 LOT AREA: , Z 14 23,344t SF }29.05 \ _;0 #6 WIINIKAINEN {�8.79 °y 1 \ o GRAVEL �� 1 DRIVE 1 n \ 51' PROP. WELL �33.23 mho CP SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT Al I OWED ) 1 v' 9.02 30 48 EXISTING \ DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD DWEWNG ;._s _�'8 \ TF-35.0' I � USE A 330 GPD DESIGN FLOW `M1 ► _ JcF,FIC TANK. 33U GI'D ( 2 } = 660 \ EAST. ` USE A 1500 GALLON SEPTIC TANK }27. 5 +29L 33 (ABANDON)-�O- LEACHING: 1 \ .01 34.69 SIDES: 2(25 + 12.83) 2 (.74) = 112 1 , P .53 25 x 12.8.3 (.74) = 237 2 .33 \ I \ BENCHMA tK: USE TOP OF FOUNDATION BOTTOM: 28.10 87 0 _ 34 34.29 THIS AREA AT ELEVATION 35.0' TOTAL: 472 S.F. 349 GPD ✓32. 34.75 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 01 Q I 1 Q/ GARAGE 1 � EQUAL) WITH 4' STONE ALL AROUND 30.0 3.0 7 35, °D 29.43 0 +3 .61 .94 \PAVED o � PARKIN -} .81 CP +33.47 a% 1 00- +3 .29 3 00 . 9 5.14 d rb 34.93 8.8 nj2 6.05 \ +33. +3 9 +35J 1 4r _ 35. LEGEND 43 TH I \ 2.83 �� I GARDEN 6 +3 9EMLOCK ' 100.0 PROPOSED SPOT ELEVATION +35.37 i map 33.27 � � TH1 +3 7 � 100x0 EXISTING SPOT ELEVATION MLOC _ _ 3 .47 i 100 __0 PROPOSED CONTOUR 3 +o \ - CONTOUR� 100 EXISTING 36A4 rv_ !� 0 - EXISTING WELL +3 .80 �71 / 123.13' PROVIDE VENT WITH CHARCOAL FILTER 3-1 AND BUGSCREEN (FINAL PLACEMENT WITH 5' REMOVAL OF UNSUITABLE SOIL REQUIRED I HOMEOWNER CONSULTATION) + 15 AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER (TO Cl LAYER - - SEE TEST HOLE LOGS) REPLACE WITH #28 WIINIKAINEN LP CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL BOARD OF HEALTH 0 , MA APPROVED DATE LP #27 WIINIKAINEN U1 0 1 TITLE 5 SITE PLAN I 3 `. UPGRADING OF A SUBSTANDARD SYSTEM " of _ 38 MAPLE STREET IN THE TOWN OF: (WEST) BARNSTABLE PREPARED FOR: CAROL DARLING - 20 0 20 40 60 SCALE: 1" = 20' DATE: SEPTEMBER 14, 2005 off 508-362-4541 fax 508 362-98W down cape englneeringgg inc. #52 MAPLE ST �tH OF 1,fq �Z9 OF s CIVIL ENGINEERS �`�' s90 ��`�' �o o� ARNE H. ARNE LAND SURVEYORS OJALA �, �� H. CIVIL y - 0 - 939 main st. yarrnouth, ma 02675 No. 30792 _ °�FFcrsre H. E L.S. (' DATE 4 05-212 ss,oNAt E o suRVE