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HomeMy WebLinkAbout0034 GALLAGHER LANE - Health 34 Gallagher Lane ,_, Marstons Mills — - -- - - - 012 006 004, TON rN OF BARNSTABLE LOCATION tr E rl • SEWAGE #��Alt VILLAGE Mdqon�j '' /S�ESSOR'S & LOT rdaEffisbid bin INSTALLER'S NAME``�&PHONE NO. 'J. (d SEA �AM CPIY - an I Ind taa�- LEACHING FACILITY: (type) r (size) 0 1 NO.OF BEDROOMS BUILDER OR OWNER ry] 6ss is�a� C—6 C PERMITDATE: 1 ®s Z ® S COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by vItJ/' (P, �J f/ ... 8 2 -36' 3 - 132` I - 131�' �i NO. THE COMMONWEALTH OF MASSACHUSETTS ` ..FEE ,. BOARD OF HEALTH 3 _ 1� 60 DA APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (44epair ( ) Upgrade (p on ( ) - ❑Complete System []Individual Components Q I ory Owner' amp/ Map/Par I# Add es s 107 /� q4 / / Telephone# op © It 4 st s a 0 �/A 6� /Desigp¢�N�am�6� Address i p Telephone# o Telephone# Type of Building:_ 0/1�/� Lot Size r�q.feet Dwelling—No.of Bedrooms Garbage Grinder 4-4-_ Other—Type of Building No.of persons Showers-{ 4 Cafeteria (--}- Other fixtures ZUA Design Flow(min requi ed) 3SO gpd Calculated design flow gpd Design flow providedgpd Plan: Date - Number of sheets Revision Date Title / Description of Soil(s). '-�� a 1 _�o 9 crt Date 6 Soil Evaluator Form No.�Name of Soil Evaluator f Evaluation o DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 an rther agrees not ple,. in opercri n until a Certificate o Co t nce has been issued b the Board o Ith. Signed 41Date FORM I - APPLICATION FOR DSCP DEP APPROVED FORM S/96 ' io. THE COMMO*WEALTH OF MASSACHUSETTS ""`-�-�.y��FEE BOARD OF HEALTH 10 OF o APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct.( air ( ) Upgrade#(0 baton ( ) - ❑Complete System ❑Individual Components Owner'�Nam ' /Z a D�R ��� 6 ��� � s-�;/; .�t,anti ir Map/Parc I# D Add ess 771 /Gt U�i yfhone#/ ' Inst I ' a { Desi s Name "A � A es f Address �.. c1��,�k- ; � Telephone# Telephone# Type of Building: > t A L C, Lot Size 9 t2-■Sq.feet ' Dwelling—No.of Bedrooms Garbage Grinder `Other—Type of Build' �--"" No.of persons ^.,_.�, Showers-(-�, Cafeteria Other fixtures % / Design Flow min.re ui ed �SQ d Calculated design n flow d Desi now rovided d g ( q ) gP g gP g P �2P _ Plan: Date ZA Number of sheets Revision Date r -- 1 Title Description of Soil(s) .�� f� t _S D,/ d se, 6) Soil Evaluator Form No. e? Name of Soil Evaluator Date of Evaluation / DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the,above?described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 cm rther agrees not to place the tsys�tern�in operation until a Certificate of Corn lia nce has been issued b-g the Board of Health. Signed Date n 1pspec;t' +a { FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM S/96 NO. '�� —5 THE COMMONWEALTH OF MASSACHUSETTS � FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: *M-Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: ` Qa! 1 �2t91 at &t � I-,, to has been installed in accordance with the provisions o 3 0 CM : 15.00 (Title 5) and the approved design lans/as-built plans relating to application No. dated 0'atI Approved Design- Q (gpd) Installer a s; �- Designer: �� Inspe/tor Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. 4 -> FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. 005� iT HE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH t' DISPOSAL SYSTEM CONSTRUCTION PERMIT ` Peisrr ssion is herebPy r,nted togqConstr1uct Rye.air ( ) Up rade � ) Abandon ( ) an individual sewage } disposa?%"tem at >t I �` �► #C- o t as described '. in the application for Disposal System Construction Permit No. / dated Provided Con xu `tion 5hall be completed within three years of the date of this e = it`Al ocal conditions must be met. Lit Date Board of Health I , _ " .w FORM 2 - DSCP';" DEP APPROVED FORM 5/96 t ;' �, t• FORM 1255 (REV 5/.96)r^��;` H&W HOBBSB WARREN PUBLISHERS- BOSTON IVI �, ♦ Zt ------------- i � r Town of Barnstable Regulatory Services +�. Thomas F. Geiler,Director 1 Public Health Division cMo+'' Thomas McKean,Director ' c 200 Main Street,Hyannis,MA 02601 ' v�. > 8= 90-6304 Office: 508-862-4644 lac: 5Q:7 Installer&Designer Certification Form «� i•n Date: Design er:' er: Installer: �L Address: 2-11 RIA Address: U �Id 14 On t ) O� was issued a permit to install a r14 (date) (instal er septic system at C,-i( L based on a design drawn by (alressy J II dated / 3 (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 th septic system referenced above was installed with major changes (i.e. greater than 1; laterai relocation of the SAS or any vertical relocation of any component of the septic stem)but in accordance with State &Local Regulations. Plan revision or certified as Wit by designer to follow. tH OF A9gss9 a� DAVID oy C. u, � � (Installer s Signature THULIN O No.29976 v 9 CIVIL �4 i ` �SS/ONAt. esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC-HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WII,L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form FROM CLIFFORD -FAX NO. : 15063984248 Aug. 11 -2005 07:20AM P7 h 1 NWROTECHL,00RA7'O.RIES,INC. MA CERT.,NO-:M-M.A 063 q jan Scb ,462n Dr-f1vit,#10 Sandwich, MA 02563 (908)8884460 1-800-.,79-6460 f,AX(508)88X 6446 i CLIENT: Fred Clifford Well Drilling LOCATION: Lot 5 ADDRESS: PO Box 430 Gallagher Ln So Yarmouth MA Marstons Mills MA COLLECTED BY: Fred Clifford Well Drilling SAMPLE DA SAMPLE TIME. NIA /2005 WATER SAMPLE TYPE: Existing Well DATE RECEIVED: 6/27/2005 LAB LD. #: 0506699 i WELL SPECS.: NIA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 6/27/2005 pH pH units 6.5-8.5 5.48 4500 H+ 6/27/2005 Conductance umhos/cm 500 142 120.1 6/27/2005 Nitrate-N mg/L 10.0 4.23 300.0 6/27/2005 Nitrite-N mg/L 1.00 <0.004 300.0 6/27/2005 Sodium mg/L 20.0 12.1 200.7 6/27/2005 Iron mg/L 0.3 <0.1 200.7 6/27/2005 Manganese mg/L 0.05 0.064 200.7 1/0/1900 COMMENTS: Low pH indicates high corrosive characteristics. Manganese is not a health hazard. WATER p,#EETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=Less than >=Greater than TNTC=Too numerous to Count Date R ald J. Saari pr Laboratory Di ctor FROM CLIFFORD FAX NO. : 1508398424B Mar. 07 2001 01:27PM P10 ENV7ROTvCH LABOR rojays,.nvr- MA CERT.NO.:M MA 063 • �� 449 Rm Leo Sandwzm% MA 61W MR(888-64do) 1-8000-up.6"o F"(Soo)888-6w CUENT: Fred Clifford LOCA710N: cmw allagher Lane ADDRESS: PO Box 430 ons Mills,MA S.Yarmouth,MA 02664 COLLECTED BY: Fred Clifford SAMPLE DATE: 2/21/2001 SAMPLE TIME: 1:30PM WATER SAMPLE TYPE: Now Well DATE RECEIVED: 2/21/2001 LAB I.D. : 0102220 WELL SPECS.: NA RESULTS OF ANALYSIS: Parameters. Units Revommended Results Method Dale Analyzed Limits ColMwm bastede /100m1 0 0 92220 2/21/2001 PH pH units 6.5.8.5 5.84 4500 H+ 2/21/2001 Conductance umhos/cm 500 144 120.1 2/21/2001 MWete•N mg/L 10.0 4.39 300.0 2121/2001 NIb*D-N mg/L 1.00 <0.003 300.0 2/21/2001 SoOiuln mg/L 28.0 10.8 200.7 2/22/2001 iron mg/L 0.3 a 0.005 200.7 2/22/2001 Manganese mg/L 0.05 <0,001 200.7 2/22/2001 Votatile Organics Chlwaftm ug/L 100 1.3 EPA 524.2 2/2MI COMMENTS: Low pH indicates high corrosive characteristics. WATER MEETS EPA STANDARDS AND IS SUITAM-E FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <=less than p8 I >=greater than R neld J. Sa TNTC=too numerous to count L s oratory i ,�i �._•`` ���`Job is ,,•�a�' � r� f �4 e f FROM CLIFFORD FAX NO. 15093984249 Mar. 07 2001 01:28PM P11 uaNukn L-a.uur a:ui IC!, r Mh 14U. I01 a+Ul�V�jb 1'IdY. U+l 04101 04:i4FM Hd CFR' r IC�ATIE OF ANALYSIS ����" , LAP'UCK LABORATORIES, INC. R6001-1 lyre„Ware Fg: Ituporr Dated: 01/ou21)UI Envirotech I•obomtortes.)lira der.Namher: C,Ulti$Si9 Cron Saari 449 Rte. 130 Sondwicll,,Ma 02563 Lobnra.;Mry Y )JJc 01.685.39-01 ,r= l.otlli, eUuUhu,'J anu,Np1P22Z0 Sumpk A: a,e. ('olleurnd: GNketrd Ivy! CuHrn,nor ltvculvuAr 0tr2triool Teat Parameters Jrrm_ . ALSWIT .,R �h'.pl, Method# hAIl:OpRanlcs M1,11r, NU p,+h + rPA 524,2 n2nnr2ool E'PW 524.2- VOlatlle Organics by GUNS R li• 1 —UN IIN -111b1�. n:l ..ei1 LAD:UrKnuieq 111,1,2-Tetrachloroethana ND p►b 0.5 Ern 524,1 Oz/aen_I►r►I 1,1,1-Trlchloroethone ND pp►, r►•,i 1:11A 524.1 o2ntirlul,l 1,42,2-Totruchloroothane ND ppb 0.5 _ I:PA sea 7 02/26 okl 1,1,2-Triehlnraethono ND Prl, o.s r•PA 524.2 02/2N20Ol 1,1-Diehlorethano ND ppb o.s ►;hA s24.2 02rzr✓2001 14-nichloroothone ND pNb u.s EPA 924.2 o2n6r_ool I Dlehloropropene ND ppb 0.1 IWA 524,2 Ir_126i2oo1 1,2,3-Trlchlornbumeae ND ppb U el'A 5241 02/26/2001 42,1-Trlohloropropene NU ppb 0.5 11PA 524.2 ;' 41/26C204•I. ; 1,2,4-Trichlorobenzene ND ppb 0.5 RPA 524.2 02/26n410I 1,2,4-Trhnetbylbenzene ND ppb 0.5 lTA 124.2 02/244061 1.2-Dlbromo-3-C:hloropropa ND pp" r•s FPA 524.2 02/26120111 1,2-Dibromoethaue(>i) ND ppu 0.s UPA 524.2 02n_(✓2001 1,2-Dichlorobonzatle NP rub o,s FM:12a.a 02/26/2001 1,24hehlor0ethono ND ppb 0.5 I;PA.524.2 0212N200I 1,24huhloropropaue NU ppb 03 LOA S24.2 42n6✓2ool 1,3,5-TrImathylhenwito ND ppb 0.5 ePA$24.2 mJ26�um1 1,3-Dichlorobenaeno NO ppb 0.g EPA 524,2 u2ia�r2nnr 1,3-Diehlorop>ropope ND p1+h M INPA 524.2 °tif3r2ertca►I 1,4•Dichlorobenzone ND ppb o.s ItiPA 92�1.2 � U,1?,G/2uUl.•• "T .c' Q 1 FROM : CLIFFORD FAX NO. 15083984248 Mar. 07 2001 01:28PM P12 FROM,' Lapuck La.bcarator tes I Mn MI. I vA. +cu�wr.+ •- e CERTIFICATE OF ANALYSIS P"g`' 2 LAPUCK LABORATORMS, INC.. f0ort Pp. 0-are FQE nnplirl 1)ute,1� 031U1/IAUI Enviroteeb Laboratories,Ine. Order Number: 'L0169539 Ron S:lurl 449 Itte. 130 SundwicG, Ma 02563 1.A1,�ratory ll){t: d I68S39-01 Dwrintlnn: 1.6t0 .nllagber Lune,#O10E220 yy,t,Pw q; sumpflog IAICI1tln0: Collectelt: Cutlocted by: Cwatorunr keeelvod- 02122F2091 2,2-Mchlorepropane NO PAO 0.5 £l'A$24.2 021minmol 2•Chlurotoluene ND ppb n,s 8PA 524.1 W261211)I 4-Chlorotuluene ND pph o.5 V-.I$A 524,io2h_Mua i 44soprupyltoluene NO wl 0,5 IVA 524.2 02/2(d2001 now w o NO ppb 0.9 EPA 524? 02/20001 1?irumobencent, ND ppb 0.5 KPA$24.2 02/26/2ml Bromochlorometharie ND 10 0.5 EPA 524.2 02r.6/2001 Rrutnudtchloroothane ND ppb 0.5 1 PA$24.1 112/2( U61 Hromoform ND Pph 01s UA 624,2 02/2N2001 Bromomethane NO pph 015 1*111A 524.2 n1,2nn_nol CarbouTetrachlorlde ND ppb 0.5 IiPA 524.2 U2P26/2001 Chlurobenaene ND pph 0,5 EPA 524.2 02n_nr.'n01 Chloroethane NU pl)b 0.5 rPA$24.2 1)312612001 Chloroform 1.3 ppb 0.5 PPA 524.2 n2r+-6/2001 Chloromethano ND ppo 0.5 aPA 524,2 02/26/2001 cis-1,2-Dichlnrothene ND ppb 11•4 EPA 524.2 02/2612001 cis-1,3-Dichloropropene ND ppb u.s PPA 524.2 02126/2001 blbromochloromethAne ND ppb 0.5 0A e24.2 02/26/2wu 01bromometharte ND pph I).s ETA 524.2 02/26/2001 Dichlorodinuaromethane ND ppb o,s SPA 524.2 02/26/201)1 Ethylboazene NO ppb 0.$ CPA 524,2 1Iv26/2001 l-lexachlorobetadtene ND lvb 0.5 )1l'A 82a.2 1nn024DI Isuprop"benzene ND 1,1,e 0.5 nPA 524.2 02/260-ml MethyleneChloride ND pph 011 EPA 524.2 mn_ari0nl A-Butylbonxene No ppb 0•4 HIIA 524.2 n2/26/20t)1 n-Propylbencene ND ppb 0.5 U'PA 514± 0zr2dzw�1 Naphthalene ND oah 0.5 FPA 124.a nz/26raoo, sec-1111tylbenceno ND ppb 0,5 PPA 624.2 026/20m :s + : ,1 !'r.J RCN \ A, FROM CLIFFORD FAX NO. 15083994249 Mar. 07 2001 01:29PM P13 ,�rn��1'1•,• 1,elpucK LdbaratorieS FAX NO. 781 4019998 Mar,, 01 2001 04:35PM P4 CERTIFICATE OF ANALYSIS POP: 3 LAPUCK LABORATORIES, INC. ollort P ro md—Fooa Rcporl Oakdt 09/Ol/2oo1 knvirutoch 4nhuYfltorie>l, Inc.lion Suori Order Number: 1,0169S39 449 Rie. 13o 844dwich, Me 02563 lAhorutory l� 01685,39-01 i)rccrMtl LulN ;�atgha� t.��o,aotozzan Snmplu Ns +,,j�ltntllna(��.gtlno: Cnllu lad by: C.uytojacr ��IldctoA� Styrene N Rtvolvoh oa/zztauol D >P� 0.5 TPA 524.2 OV76/2001 tert•Butylbettxtlge IVU r>rn 0.5 LPA 524.2 1)2/16r2(iOl Tctrachl��roatba�e NJ) ppb o,5 UPA 524.2 02464001 Toluene ND opb 04 crA 524,2 0,0202001 trMnb-Y,Z-pfchluroctheoe ND ppb 0.3 WA t=4 z 02/3N10t11 LYAq!(-��,�.UIC11IAr(1prU�L'11R ND pph o.i EPA 524.2 o2i214vv 1 Trkhloroetheno ND PP6 05 fil�A S241 02'2140ni Triehlorolluoromethone NU prb 0.5 11PA;24.2 0212en.(.10 t VInylChlaride No pr)b u.$ ►PA$24.2 02r2r02(N)I Xyiono ND NNb U.s IPA s24.2 o'LrZol�unl :i- 1 ., Town of Barnstable P# 1 Department of Health,Safety,and Environmental Services THE hy. Public Health Division Date O 367 Main Street,Hyannis MA 02601 snrwsr 13M MASS 1619."rEn tud" Date Scheduled I Q Time 0 Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: awmcffi �Z xd Witnessed By: (�1.r LO,+CATION +& GENERAL::INFORM:::::::: ON ....... . . . Location Address D Owner's Name Address Assessor's Ma /Parcel: (f" Engineer's Name P g • NEW CONSTRUCTION REPAIR Telephone Land Use Slopes Slo es(%) Surface Stones Distances from: Open Water Body Nd .fl Possible Wet Area R Drinking Water Well , Q R prUl I Drainage Way No j,, ft Property Line �ft Other —/v fl SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) L_0Ty P t� 7Q k �r _ � Parent material(geologic) t Depth to Bedrock -joo Depth to Groundwater: Standing Water in Hole: KJO Ali I Weeping from Pit Face W d AJ� , _ Estimated Seasonal High Groundwater ................................................................................................................................................................................................................................. .... DETERI NA`t't�0NF0R:SEASONAL:M H:'wA:TPR:<'t'ABL . Method Used. Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: rin. Groundwater Adjustment ft. index Well# __. .Reading Date: Index Well level Adj.factor.._ Adj.Groundwater Level .... 'ERCOIJAT`ION TEST r.:'''.<'p :: Tune Observationjlj Hole# T Time at 9" Depth of Pere 4'D Time At 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak e� ` Rate Min./Inch I4,tN l Ali" Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant r DEEP OBSERVATION IIOLE LOG Ho><rv _ .. .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) o-3 Z4 w —G #4#5c-Y /p 6b 6 L•SA&.,o U Y& DEEP OBSERVATION HOLE LOG Hole# . .. Depth from Soil Horizon x., Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,° Gravel) -7,6—V/2 r 33 /Zv C- C Ste, DEEP OBSERVATION HOLE LOB Hole# ` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistent ° Gravel i ' y DEEP OBSERVATION HOLE LQGIXo Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) p w Flood Insurance hate Man: Above 500 year flood boundary No_ Yes Within 500 year bound No Yes Y �' Within 100 year flood boundary No_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout 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,expert' e and experience described in 310 CMR 15.017. � Ad Signature Dat� � No,Y�LI�?�-Q--- Fee-1-4 BOARD OF HEALTH TOWN OF BARNSTABLE lication rVell otruction o Permit Applif�'tio is ere y m de for a perm t to Construct ( �ter ( ), or Repair ( )an individual Well t: _ �-C?�� y� Location Address Assessors Map and Parc t ner Address staller — Driller Address �-------- Type of Buildin Dwelling - 12! ------------- Other - Type of Building-- —__—_ No. of Persons-- ---- -- Type of Well e4 ---- Capacity --- 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 Certif' ate .of inlia ce has been issued by the Board of Health. y Signed date AZ Application Approved By —_-- 2 O�— d to Application Disapproved for the following reasons: -------- - ---- _ date Permit No. — Issued _date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS T ER I the ividual Well Constructed ( Z �, tered ( ), or Repaired by Installer --— — --——— — — at /� -- -- ---- -- has been installed in accordance wit the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.,� 1 MD Dated----THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE — G/ Inspector---- ----- -- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con5truct ion Permit ANo. Fee — — _— Permission is hereby granted ---to Construct (�;, Alter ( ), or Repair ( ) an Indi ua Well at: No. --=----- — ------- - - - - - Street as shown on the application for a Well Construction Permit No.- Dated -— ------------------------- DATE /j .�G/ -- Board of Health // / __ f No.--------------- Fee------=------------ - ` s0A'RD OF HEALTH TOWN OF BARNSTABLE Applicat ion,for VOL 6ht truct ion Permit - Applioatio Is er�y m dde�fora pe t to Construct ( Alt r ( ), or Repair ( )an in ividual Well Location Address — t: Assessors Ivjap and Par 1 wne— Address �— — _ nstaller — Driller Address -- — _ Type of Building/�3 Dwelling -`�-- --------- Other - Type of Building----------- No. of Persons--------------- —. Type of Well � � --- Capacity-- —/lJ---� ?--- 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, ompli ce has been issued by the Board of Health. Signed - -- _-- It dat/_0 -- Z Application Approved By ---- -- "G ,, d to Application Disapproved for the following reasons: — — - date T Permit No. Issued= - ------ -- —__ _ —date � BOARD OF HEALTH TOWN OF BARNSTABL. Certificate (Of Compliance THIS IS T ER}-IFY;y a the dividual Well Constructed ( ') �°>ltered ( ), or.Repaired( ) Installer — at --- 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 SATISFACTORY. DATE— /a Inspector-- -- - -- —_------------- ---- — — -- _ — -- ---- _Y� - . BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truct ion Permit 15 No.�tl�v_uJ__ � Fee . Permission pis hereby granted -- --—to Construct (l/�T, Alter ( ), or Rr,4aVA ir ( ) ndi u Well No L0T �n ' street ---_—_—_ ---------------------- as shown on the application for a Well Construction Permit No.- —__ Dated -— --- - - — Board of Health DATE B Aj y i j i - � � 0 ,L I � � I _ �14) z 8"O•^'-O"pyicalm:ha..WWbto � V r',- ---- --- I .. 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I_____________________________________ ______J DRAMNG TYPE: __�.__ ________-_ �________ ____________________ _______--_ _____-_____1 i��. Elevarlons G LEPT ELE�/fitT�oN ELE---V ION \`\�i SHEET NUMBER. . O O . i------- J^ o�oV£n 3 �ao i Z �� -u e `anoo .... 1 I , I sic I 1 I I I I I 1 1 1 /q� 4 L^J � v y __,.--; _.t _._ _I_• _ —.__,_ Grp --F� .. I ; S] Thr........v:+cF C w _ L I I I `r T4<pM:.c L I \�/ I 1 i ' 1 I VP ww�� ; 1 I I i .-..- i ------------- V __________________________________I S z �`` FO�Nr>�TtON ELEGT�iGL PLAN w Q 1 i I 1'-0"� P.T.D�elc ----------------------------------------------------------- I in m"a`r o d I 1Arl S- c..4 _" _------ --- _ ...o Y. C. 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I m _____________________ III F I I N N I , , 1 i �i i i............... __________._________--_____-___________ !��•., �OuNr�,�.TiON PLur'(f�aNG PLAN ; ° ff � 1 �E��OOI",•2 I 1pGale: I/4•• = I •-O•• � ,- \I 74'-2"X I°i'-i O" •b 10'-9'X Ih'-10" ma gg - A ' y°•o 0 y o 0 o L 3 0 I no,..pc 0 :d e�zm=a OI - -------------- I ril J DR.A%VIA 1G TYPc: i�G �� ��GON� PLOO� PLut"(f�►NG PL1�N Plumbing/H�Arin9 Plar, SHEET kllM5ER: A7CO 75" V)(EFFECTIVE LENGTH) ` 4 HIGH CAPACITY INFILTRATORS _j r7 AEArR 75" - W/3.5' STONE AROUND AND 14" STONE UNDER o N w 1� /^\ w (n 101 CO n PROPOSED HOUSEbi co CL 41�' \ V) �wj 1500 GALLON SEPTIC TANK ����� \\ Z U 00 INSPECTION PORT HIGH CAPACITY H-20 INFILTRATOR CHAMBER / \ J Q v MOUND FOR PROPER DRAINAGE ESTABLISH VEGETATIVE COVER g / / (n X Q < I 129.1' �. W gk Vv 14, 12 9' TOPSOIL 2-MIN t/4`•to 1/2" DOUBLE WASHED`STONE 6" MIN., NON-TRAFFIC AREAS \ ice/ U Q � 12" MIN., H-10 LOAD AREAS / to NATIVE nr- "•. - m , \ , �� Z N BACKFILL �.Y °? r. a ^,.as 0 i J Q y.�,, LIMIT OF UNSUITABLE SOIL REMOVAL \ 00_ ASE AGGREGATE°'• �` w '""-"sxh / Y3/4" to 1 1/2 cb-- `` UNDISTURBED UNDISTURBED DOUBLE WASHED �'`N.: `" SA ' EARTH Q 00 EARTH ? STONE ( W y tS N w 0 NOTE: SEPTIC SYSTEM DIMENSION DETAIL o_ 4'_11" 4•-11" LENGTH OF TRENCH VARIES SEE SEPTIC SYSTEM SECTION GENERAL NOTES SEPTIC SYSTEM DESIGN DATA INFILTRATOR TRENCH DETAIL 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL 5. 100 CONFORM TO THE PROVISIONS OF THE'COMMONWEALTH TTHISOPLAN.IISTSUB ION ECTOF hTO THE INSPECTION OFE SEPTIC SYSTEM F THEWN N SEWAGE FLOW ESTIMATE OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. TOWN OF BARNSTABLE HEALTH DEPARTMENT AND THE SOURCE UNITS GPD/UNIT CITY GPD COMMENT TOP SEPTIC SYSTEM PIPING SHALL BE 4" DIA. SCH40 PVC FOU DATION 99.60 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED DESIGN ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE BAACKFILLED OR MADE INACCESSIBLE UNTIL SINGLE FAMILY RESIDENCE BEDROOM 110 3 330 310 CMR 15.02 (13) SET TO THE LINE AND INVERT ELEVATIONS SHOWN. INSPECTED AND APPROVED BY THE HEALTH AGENT. THE MINIMUM PITCH OF PIPES CARRYING SEWAGE OR THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AS TOTAL ESTIMATED PEAK DAY FLOW 330 GPO - NO GARBAGE GRINDER SEPTIC TANK EFFLUENT SHALL BE 1/8TH INCH PER REQUIRED. SEPTIC TANK . 95 1 FOOT IF NOT OTHERWISE NOTED. 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS FROM WITHIN FIVE FEET LATERALLY AND RES. RISER TO WITHIN 6" OF IN. GRADE 3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM UNDER THE PROPOSED SOIL ABSORPTION SYSTEM AND TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL REPLACE WITH CLEAN SAND MEETING THE OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT REQUIREMENTS OF 310CMR 15.255. \ FORM THE TOWN OF BARNSTABLE HEALTH.DEPARTMENT. SOIL ABSORPTION SYSTEM o 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL V)8 .48 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS CHAMBER GALLERY LEACHING AREA CAPACITY 90 ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 OF WELLS ON ADJACENT LOTS ARE FROM BEST NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL w 88.00 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT AVAILABLE DATA. THE PROPOSED SEPTIC SYSTEM IS tr (ft) (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED TO BE LOCATED AT LEAST 150'FEET FROM EXISTING NOTIFICATION TO DIG SAFE (1-888-344-7233) PRIVATE WATER SUPPLY WELLS. 1 32 1 9.8 1 2.0 1 1 167 1 315 1 124 1 233. 1 357 ~ VERIFICATION OF LOCATIONS. 2 W 87 7 _ PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 F I-_ Ln 6'PVC Z O 1 85 S-0.020 V) N F WCDQ t7 O Z \ U- O J 1500 GA LOIN SOIL TEST D A T \ \ RES. RISER TO WITHIN 6' OF FIN. GRACE Ir m w m a INLET INVER SEPTIC ANK OUTL T TEE U N 80 10" BELO W/OUTLE TEE " LIQUI LEVEL EXCAVATOR WRT \ W r O.H. AGENT: GLEN H RRINGTON 2' LE L PIPE SECTIO O a 6'DVC ` � �3 ENGINEER: ARNE JALA S-0.137 ION: TP2 ` FINISH GRADE = EXISTING Q Z LOCATION: TP-1 - - - - - - - - - - - - _ Jw o 75 _ ELEV. DEPTH - _ m ELEV. DEP - 72.74 72.70 Z/�,/ a x M 73 7 0 Oe - LOAM/ M AND 74. 0.5 TO EFF. DEPTH 2.70 J1 L N O 0 N 73.2 0. B - LOAM SAND -- I -- D-W Z cn of J O B LOAMY SAND 72.91 a O 71. 2.8 I :� mNU C - M/C AND TEE AT END OF 4" PV INLET I w 70.7 3. r,. �V (65za� C7 JU¢wI- 70 69.2 4. DISTRIBUTIONBOX - o.ot H 20 HIGH CAPACITY INFILTRATORS 70 70 N< �<N o^0 C2 M C SAND !n J / (n 0- N I W/3 5' TONE AROUND AND 14" STONE UNDER � N Q �/j +, i REMOVE UNSUI ABLE SOIL O_J O�Q 5 �A_ A D REPLACE W CLEAN SAND 0 O 0Cl- N Lu 63.7 10. INO GROUNDWATER des �lu.u'� r BOTTOM 3 0' O J }.,. =J .,-BO OM.1' r r t '' t +� NO GROUN WATER �.L � 13.4' 106 T .� r' 3.5' V. o w 60 -10 0 10 20 30 40 50 60 70 r r0^¢ '" 90 100 110 120 130 140 150 160 170 180 SECTION TH RU SEPTIC SYSTEM os-oi 6 SHEET "2 OF 2, / -\- \ \ \ \\ \ \ I 1 I / \ \ �1 01 WA / Yam,. ; 1 1 1 \ \\ \ \\ \\ \ \ LOT 4 \ \ Lo - �r1\ OSIF Q` (f�: Y 00 0r'0Nxk 5; 00N�03 � 2 N W 00 \\ ! 1ssf kt LOL`e � 102 rA 75 \ LOCUS MAP o C \ I I \ I111 II II I I \ \ " I I I I I \ I I I I I I O. I I I ( \ \\ ASSESSORS MAP 12 PARCEL 006-004 al I I I I I I I / / / IIIII III 1 \ LOT 5 \ \ PLAN REF: PLAN BOOK 558 PAGE 56 o �� _ _ ( I I I I I I I I I \ PLAN DATE: APRIL 14, 2000 No \\ \I \\ 11 LOT 5, 58,492±SF // �`v/ / I I I L� I I I I ( I I I I I ) I \ I I DATE OF SURVEY: JUNE 1, 2005 z LEGEND w CP .I ' I I I I I / I / 50�— EXISTING CONTOUR V o S dEEkVE \ _ Pr1 / -- PROPOSED CONTOUR U ULo 6 \ \ I o I 1 1 1 \ \ \\ I � �� / v5 EXG. TREE/SHRUB LINE O - F O N .1 \ \\\�� `\� T\ 2�0 x OS .O EXISTING SPOT ELEVATION `�J 0D ,d M > [50.0] PROPOSED SPOT ELEVATION o a: w U n o I I I T/ l \ .'SAS' ^ dn' PT O U O cn -40 \ (o ;; ° \ / v Q TEST PIT/PERC TEST W WATER SERVICE Z UTILITY POLE J o 99 ( I I \ \ \ o \ \ \ \ \ \ \\17�5)S,\\\\ \\\\ \\ O WELL z a I \� loo \ \ 1 \ \\ \\ \ \\\ \ \ \ \ \\ abi Z� -o I 1\ \\ \ 1�61.1 �= mu,, J=Z w F N 8 6 �� \ I N 9'�6'�8" \ \ o J a o 0/ I I 1 I I \ I I / EROSION CONTROL Q �Q N C3 I ( I I I \ I I I I I I ok I // - of �� {� 1. AN APRON OF 3/4" CRUSHED STONE 3" IN DEPTH OR tl z a a 1 I I I I I LIST 7 / / 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED OJ o�a 0 i` LOT 6 \ I I I I I \ \ \ II I I I I I I I I ZH OFFS ��P�t DAV DAs�q°y PAVEMENAT THE TQ THE APRON SHALL BE OSED DRIVEWAY WHERE IN PLACE AT IT JOINS EXISTING THE TIME d. Q Z o w C O / 1 1 I I I I \ \ o I I I I I I / / / / / DAVIDO O= GN OF THE FOUNDATION INSPECTION AND SHALL BE 2 o f I I I I I \ 1 I 1 C. yG THULIN MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS \ / / CIO. y CONSTRUCTED. ALL SOILS, VEGETATION AND IN\ l I I® �lo.299 6 J .C�NO.394osv �" CONSTRUCIOCONFINED TON DEBRIS PROJECT ECCM SITE DURING CONSTRUCTION.THIS PROJECT SHALL BE u i /I 40 / 0/ / 20 / 40/�l I 80 I I I ► / / / , / 16,0 / fl CIVIL O TQ �� PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND FQ Gq LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER /SEEP �DSU � GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE S$ gL.�r- REQUIRED UNTIL STABILIZATION OF THE SITE IS ( IN FEET ) ACHIEVED. 1 inch = 40 ft. 05-016- SHEET 1 OF 24 1 TOP FNDN. AT EL. 98.0' ACCESS COVER TO WITHIN 6" OF FIN. GRADE LE EN ACCESS COVER (WATERTIGHT) TO PROPOSED WELL WITHIN 6" OF FIN. GRADE ® MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEK SANDWICH LOW OVER HEAD WIRES ��'y. RUN PIPE LEVEL 2" DOUBLE WASHED PEASTON - ELECTRIC CABLE T.V, LONG POND 8 .8' / FOR FIRST 2' & PHON� PROPOSED 1,500 / 73. _ 16 GALLON SEPTIC / EXISTING CONTOUR srre Focus � 86.85' 6.6' +16.27 EXISTING SPOT GRADE r TANK (H- 10 ) GAS o 0 BAFFLE 7 .17' �� 75.0' 72.8' � ' ® SIDES -{{ } PROPOSED CONTOUR MASHPEE £�R0 98 X174 PROPOSED SPOT GRADE t____6" CRUSHED STONE OR MECHANICAL 2' EXISTING TREES (TYP.) DEPTH OF FLOW = �, 7 ) BARNSTABLE COMPACTION. (15.221 [2]) gc> .,� TEE SIZES: a9§� ado 14 $ 70.8' UTILITY POLE INLET DEPTH = 1,Q_ � OUTLET DEPTH = 14' 3/4" TO 1 1/2" DOUBLE WA5'ED STONE ' . T}fi SOIL TEST HOLE vo�'rr ,T Q SEE TEST HOLE LOG(S) (13% SLOPE) (12% SLOPE) (12% SLOPE) FOUNDATION---14.7'-- SEPTIC TANK ----97.0' - D-BOX 18.0' LEACHING FACILIY � PROPOSED SEPTIC TANK 5.5' [� PROPOSED LEACH FIELD LOCUS MAP SYSTEM PROFILE (NOT To SCALE) SCALE 1" = 2083' NOT ALL SYMBOLS MAY APPEAR IN DRAWING 65,30' ASSESSORS MAP: 012 PARCEL: 006 '� � DEPTH (IN) 1111 ELEVATION (FT.) DEPTH(IN.) TM2 ELEVATION (FT.) ZONING DISTRICT: RF 0. 0 & A 75.80 0 0 Ok A 75.30 Fl. VOOD LOAM LOAMY SAD YARD SETBACKS: .5YR3 1 7.5YfR 3 1 3 E 75.55 3. IE 75.05 FRONT = 30' EDIUM SAND MEDIUIM SgND SIDE 15' 6' YR8 6 2 75.30 6. 10 YIR 6 2 74.80 Z LOAMY SAND IB REAR = 15 rN c� 10 YR 5 8 LOAMW SAND \�, S� �� \ \ O 36" Cl72.80 10 YIR 5/8 PLAN REF: BOOK 430 PAGE 60 amp �" 33' 72.55 M/C SAND & G VEL G FLOOD ZONE. C ■ > FCC COARSE SAND - - 54 '.5 C2 5 6 7t.3o 5 WR 6/4 GROUNDWATER OVERLAY DISTRICT: GP A - MED COARSE SAND 120' 65.30 120' .5 YR 6 4 65.80 NO WATER ENCOUNTERED *VERIFY WITH TOWN �OFFICIALS Do \ `� \ LOT 5 NO WA ER ENCOUNTERED J p ,� ,,. . , AREA 58492 SF 1.34 AC CB/ 602 SOIL CL4S5: ! SOIL CLASS I _ \ PERC F'-TE <2 MIN./INCH ,�. =-t` PERC RATE BOTTOM ,Pv"RC: 48" BOTTOM PERC. 48" PROPOSED CATE: FEB 1, 2001 DATE: FEB 1, 2001 DWELLING I \ ENGINEER: ARNE OJALA, P.E., P.L.S. ENGINEER: ARNE OJALA, P.E., P.L.S. NOTES: (DOWN CAPE ENGINEERING) (DOWN CAPE ENGINEERING) TF 1 1.8 I \ WITN=SS: GLEN HARRINGTON, H.D. WITNESS: GLEN HARRINGTON, H.D. 1. THE LOCATION OF EXISTING UNDERGROUND' UTILITIES SHOWN ON ExcAvq DR: wRT EXCAVATOR: wRr THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS 7, f rT�L�C�T VOT L� T O�'�C� SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 M C 5 I © 1.C.��71 rl .lAM L �•7 HOUR NOTIFICATION TO DIG SAFE (1 -888-344-7233) AND ANY NOT TO SCALE) � j ( OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT �0'00 i N L STA E & / IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. T ATI N = 75.20LO 2. MUNICIPAL WATER IS UNAVAILABLE. TH2 SEPTIC DESIGN: (GARBAGE DISPOSER 1S NOT ALLOWED ) 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR o O r - p ', DEc5IGN FLOW: 3_ BEDROOMS ( 110 GPD) = 330 GPD 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATIONS. Li 28.6' 4, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. � z i cD O s 1 44��� USE A 330 GPD DESIGN FLOW Q' , 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. Q 660' c SEPTIC TANK: 330 GPD 2 - (_) - 6. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 1500- GALLON SEPTIC TANK 7. WATER TEST D-BOX FOR LEVELNESS. �3 8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE = 4 0.i LEECHING: 2(30 + 9.83)2 (.74) = 118 USED FOR LOT LINE STAKING. SiDES: 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. 4c� ~ 30 x 9.83 (74) 218 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT J \\� BOTTOM: INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED aw TONAL: 454 S.F. 336 GPD FROM BOARD OF HEALTH. 0 amp r 1\ US- (4) H-20 HIGH CAPACITY INFILTRATORS WITH 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER 3.5' STONE AT SIDES, 2.5' AT ENDS AND 14 UNDER PROPOSED SYSTEM. ` 12. VERTICAL DATUM APPROXIMATED FROM QUAD ® O 00 r TITLE 5 SITE PLAN M off 508-362-4541 fox 508 362-9"0 LFO -t 5` GALLAGHER LAN E down cape engineering, inc. IN THE TOWN OF: ( MARSTONS MILLS) BARNSTABLE N OF STT PjAN CIVIL ENGINEERS PREPARED FOR: HOUSING ASSISTANCE CORPORATION ARNE yG �PL�N Of "'�Js SCALE: 1" _ 40 LAND SURVEYORS OJALA ��� ARNE 939 main st. yarmouth, ma 02675 40 0 40 80 120 Feet S CIVIL H H. 0.30-, u OJALA N 2634 Q BOARD OF HEALTH or C7STER�G MASCALE: 1" 40' DATE: FEBRUARY 7, 2001 10 01-001 -L5 ARNE H. OJALA, P DATE APPROVED DATE --- __I -