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HomeMy WebLinkAbout2560 MAIN ST./RTE 6A(BARN.) - Health 2560 MAIN ST. ' BARNSTABLE A = 258 002 TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL��-�F �rJ` INSTALLER'S NAME&PHONE NO. C• '®`/71 -�D 33�i 9 i SEPTIC TANK CAPACITY 4 A2_ � r LEACHING FACILITY:(type) =Z_1F rGi4 (size) !9_A_1 JQ.V_XC4- NO.OF BEDROOMS S C, S20 4 4-C C J- L OWNER t�� PERMIT DATE: j/- -- COMPLIANCE DATE: A 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) ti` Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � a e No. ��� �0 FEntered ie computer: THE COMMONWEALTH OF MASSACHUSETTS nn __ es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS �pYicatiou for Disposal �pstem Construction Permit Application for a Permit to Construct(� Repair( ) Upgrade( ) Abandon( ) ecomplete System El Individual Components Location Address or Lot No. �Q /�p,j__n c��: Owner's Name,Address,and Tel.No. Assessor's Ma /Parcel a_-a "f e_ W- - A4 hej_�13;1 Installer's Name,A¢dress,tan—d Tse_}.Zio. VC"�$—V�v Designer's Name,Address,and Tel.No.zZ!9.3r - f SY1 l���Stcr�`T+1e• ,�Ja'7 -- Crx�e'/1�1'dy�4 9�g � s MA/s AA-0 Type of Building: k qe Nd{�.= 2.IB.Q4wiv+ f by¢s r� lopes .!� t ll r/2) Dwelling No.of Bedrooms ��r _ Lot Size �.G sq.ft. v YGarbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ��ll Design Flow(min.required) gpd Design flow provided V gpd Plan Date& Number of sheets /t �R��e�vision Date Title,i i� r S t l �(t� r, va— S(ap r ltx� �oI`t 1-�-RS (e- , & Size of Septic Tank I s' Type of S.A.S. (r • ��a�,5'LY�gatQ c J lc(yy� Description of Soil c� Nature of Repairs or Alterations(Answer when applicable) ' �. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmen od d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / Si ed Date ( `e�-- Application Approved by Date 2- Application Disapproved by Date for the following reasons Permit No. Zd ( � —,3,S O Date Issued ( 2— No. 6Z y f',a Z �lJ -, - °i° Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -`TOWN OF BARNSTABLE, MASSACHUSETTS es Iication for pgs4l 6pstent Construction Permit Application for a Permit to Construct(4) Repair( ) Upgrad ( ) Abandon( ) ecomplete System ❑Individual Components Location Address or Lot No. 1)S4 p /kjWin : Owner's Name,Address,and Tel.No. Assessor's Map/Parcela S� aZ-r� t5 ta�K���" 3$06t•W.120A#s di-Cs 4 _dck,rale " 0RZ13`.- Installer's Name,Address,and Te.Ito. SAS V;;L`d-".24, Designer's Name,Address,and Tel.No.�� .3C f3o i`kr�(o j-l-+ Cor'S t©r I,Vic-• ;tJr QZLIQe cr3;neer�y5 '739 qS T. X &1 t FMB%s !� —Type ofBuilding: M� ^ Nola= 8vc.".f �c' F� o�1�7orc>G f���c �, 11 "1,2 / Dwelling No.of Bedrooms Lot Size to��o'j � sq.8. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 Design Flow(min.required) J�`j t'� gpd Design flow provided 6, 30 gpd Plan Date`%,gW�&„ a, D(� Number of sheets Revision Date , Title 1 i S St 1� i�4�.� c,r- aS( Arxu�e, IQ A Size of Septic Tank S C f 4 Type of S.A.S. 0_k-2 mlac)),I Description of Soil ,5,e e -2 ran AMA A 103 Nature of Repairs or Alterations(Answer when applicable) able) j,,c_ ,a QQ/ I-Too r(1' I'4;/n .�o n r n .ic/,��k. ^1 i�)t iC�dl s'x to �t o �iY��2/nY' lkivc� ,C����? 1A/J14 - _5l� le0kOrc•/?76121 _j / Date last inspected: ' Agreement: ��, , y The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dispdsal system in accordance with the provisions of Title 5 of the Environmental-Code d not to place..he system in operation until a Certificate of r ` Compliance has been issued by this Board of Health. Sigded Date 41 -7 ��- Application Approved by �( 14 Date / /1 2 Application Disapproved by Date u I for the following reasons. Permit No. Date Issued J 1 r 2- / 7 TH E 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 &Xjk 46 .&_r -�n�jco has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No. ° ? "J dated J�//� Installer�pr ��,-;-� (o,�CSri1C IC�i1 l i 1C Designer I ny)n Q i nepC,-,c . 441G #bedrooms �� Approved design flow (p gpd The issuance of this permit shall not be construed as a guarantee that the system will fun tt designed. Date �J/o 4 Inspectors --------------------------------------------------------------------------------------------------------------------------------------- No. 2 I -3 S Fee /tib THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION --BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Permission is hereby granted to Construct(,J� Repair( ) Upgrade( ) Abandon( ) System located at r2 ,0 5 �) �Si„ s &A A,,r n s la (-eg and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this perm. Date 1 i�, �-. Approved by L . DEC-04-2012 10:34 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.2/2 FROM :down cape engineering inc FAX NO. :15083629880 Dec. 04 2012 09:14AM P2 t V ■ K rda����ra,/� ��,w. f,�` '�ti.baly� �.a:ultflla 1fS�at�i4►po e►,7p`e`r P00 Main sovet, KYm.mPDIA,1biC W. 07-61111 0 L'u"r_ '10f, 962-4-4441 S-i�Q 6304 lm4tu�l�m�4�IIDcr � rlr�, i ron 'fF'u¢�g Dam � � r�"" 'Sew p PeIrq¢riiai. P �,� Awssur's Ms151T1'�ro oel �� ��a L M11IrC-CAN- A/ '~ A.e><dn'csR: �r V dJff 70y W&q i;t:ax. i A Vern t Lu iwto.'l s data (,i.ruarnlyr) snptic kystrin'ay w - 1=d 0A.A re:,•iyn rJmwa by - (u�trlrc�a) T mdry TbA th.o sepii(; s-MelT refert.not'd mine waq kiwit,IM. nubytuu.d0y Acorn-ding to tb.e de;t&Lg .which rrlsy t.nrwlIlda Z tri.T.r,r:r,avp,cvetf, chang",, srrrb, Fig hAk.7ftl AJCPMIt Ml of the rlisl�i,tnrii.nn ht�s A�td/ur' st,�(�c t�.i:lc ' I ct.rrtfy Cat tLr. sel-Ain aystoaa jefercricea t1bovo, vvm imtalli-A with ni4jux gr':rrtor th= 10, dateraa st1uc:01.0a nfthe ,9AS ur kuy'vaitirwl ct,f jtn,,y crjWponex►t uCtZrc System) intt ixL Anno.c4nucr,•with StaW Local RogWArions. MM TOViSIMI OT arrli f i4r 1.o��h,r�l c!-„,"A", r to ii'lluur. • �H OF gdgs'�1 DANItiL A- la-5ii11«r"y i rintrf; QJALA ( i',� ) civil, �No.40602e ;Urs�it;notrl� (A f tia► n ,c•'s,St¢r,.cr�r l.t�ra) � _Tw:'-`r,� ' . W rO>w-';'4daaiL r?irnlIr. HNA ' �r�iwla,Rr�... �►FIC442—}r Wa,,�, _N(YI' .*Q'. SF.cnjED Uft 49, YOMR TAT-q 1?;1, ,A OLI 4&t� .L,Lf ARD R. .Ip,jVUgffy TKU R1,aRNSTAMLL,t T I H.k&=DM--"-TnN- t'&.77K YOU, C '. TOWN OF BARNSTABLE ri �.,T �� 4 �J � SEWAGE # — - LOCATION j NULAGE c p ASSESSOR'S & LOT IN NAME&PHONE NO. °� /l✓ ® Cl SEPTIC TANK CAPACITY EACE NG FACII.ITY: (type) (size) NO. OF BEDROOMS ' ��fCah�. __BUILDER OR OWNER ,PERMITDATE: CCOMPLIANCE DATE: j 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 - I � a No. Ol? R Fee— — p Entered in computer: E 7/ O THE COMMOA OF MASSACHUSETTS Yes 6 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Migonl *pgtem Construction 3permit Application for a Permit to Construct( ' )Repair(-4 Upgrade(Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. A 5(00 rl.(� ti. S. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Insl l/er�'s�Name,Address,and Tel.No. � C / '/;q Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms S Lot Size 14 At Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow SS3 gallons. Plan Date ' Number of sheets I Revision Date S Title 1J p Gt,Z"t- 5,1 r rem eL Size of Septic Tank 150o GtM� Type of S.A.S. 50o 6c^,,. L E^g E. GFtA!±=s(3f-,t4 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title Environmen Code and not to place the system in operation until a Certifi- cate of Compliance has been issu Board of ict Signed Date Application Approved by Date k"';. S`�m Application Disapproved for tW follo ing reasons Permit No. Date Issued r� 2 Os No�t D 'y J OO Fee _ P Y p THE COMMO K ,. OF MASSACHUSETTS j ntered in computer: des PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLES MASSACHUSETTS 01pprication for 30igpont 6pgtem Construction Permit Application for a Permit to Construct )Repair Upgrade( Abandon El Complete System O Individual Com o ents PP ( ) P (�UPg ( ( ) P Y p Location Address or Lot No. Ad r& C"i"T" Owner's Name,Address and Tel.No. \ Assessor's Map/Parcel „. Inst ler's Name,Address,and Tel.No. `"Designer's Name,Address and Tel.No. Type of Building:` Dwelling No.of Bedrooms ✓� �~ Lot Size 14. 4� Garbage Grinder( ) Other Type of Building No. of Persons I Showers Cafeteria( - ) Other Fixtures s Design Flow gallons per day. Calculated daily flow gallons. Plan Date %.2!6 r3 Number of sheets Revision Date Title P& 2.4,7 ar -« + c P,-•��.f Size of Septic Tank So.a M— tt Type of S.A.S. 500 6tA c- L-L I C-4-1A_"l3�+t 5 Description of Soil t Nature of Repairs or Alterations(Answer when applicable) ~. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore cescribed on-site,sewage disposal system in accordance with the provisions of Title Environme de and not to place the system in operation until a Certifi- ,cate of Compliance has been issue Board of h Q Signed Date ///s/F Application Approved by <`' Date Application Disapproved for thY following reasons 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(?t) Abandoned by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -30O dated Installer Designer- The issuance of this permit shall not be trued as a guarantee that the system will function as designed. Date to — 2 Inspector --------------------------------------- No. - 30o Fee /0 y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS s 1wi.5pont 6p,5tem Con5truction Permit Permission is hereby granted to Construct( )Repair( )'Upgr Abandon (� ) System located at .� n & o¢,vg;, 5 and as described in the above Application for Disposal System Construction Permit. The applica t recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: S ! Approved by y OOV06__� ' ` W � . _1__' - NO.- Fee--- --------------- BOARD OF HEALTH TOWN OF BARNSTABLE �S L� Zipplicat ion,forVell Con5truct ion Permit A li ion is hereby ade fQr a e ��tooqg (Alter ( ), or Repair ( )an individual Well at: �, � Locati — Address Assessorrs/Map and Parcel �r Aev Owner Address Installer — Driller ddress Type of Building Dwelling------- --- —-- - Other - Type of Building--=----------------- No. of Persons-- __-_____--__—___ Type of Well* --=toinstaU '�" Capacity-- Purpose of Agreement: The uncribed 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 un ' ertifica .of ance has been issued by the Board of Health. Sign - — __ 4 !/-/ d`1� - d e — Application Approved By / ate Application Disapproved for the following rea s:----- ----------------__--______—_—_.—___—__ 1 date Permit No. )A00_ n L _6 Issued--.—� -- --�-- -- _ ---------- _ date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-- -------- ------- -___ -- -- - - — - ----- —__—__—-- Installer at___ - — --- --- - - ------ has been installed in accordance with the provisions of the Town of Barnstable Boa of H alt 'vate Well Protection Regulation as described in the application for Well Construction Permit No. ` -Zated-- -- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_ — ___ ——_ Inspector----------------- -_- � t - 0V 77 No.---------------- Fee------------------- BOARD OF HEALTH..; TOWN OF BARNSTABLE 0(pu(icationf'rVe[Y Construction%Permit Stu A kication is hereby made E rape it to onstruct ( ,.)'Alter ( ), or Repair ( )an individual Well at: ov Locatiot- ddress A£sessors Map and Parcel Owner Address i ��_��.F --------------------------------- j�'_/.36�,---��--�---5�-- -�/l/'-7d�/�_--------------- Installer — Driller ddress Type of Building r" Dwelling----------------------------------------------- Other - Type of Building-- --___—______________ No. of Persons---—------------------- Capacity— Type of Well=- - _ -- - --— ----- — Purpose of Well— Agreement:The undersigne 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 unt'I a ertifica aC,-l lance hasjtbeen issued by the Board of Health. r Sin _ — ' — 4 da47 -- Application A roved B PP PP Y If ' date Application Disapproved for the following reaso s:---- date Permit No. A20 --- Issued ''-- 1- --Ln -- ----------- 1 ]date ----------------------------------------------------------- —__----T------------------- BOARD OF HEALTH TOWN OF BARNSTABLE 4 .,. Certificate Of Compliance r4 THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired bY—- ---'------ - -------- --- --------------------- Installer at —------------------------------------------------------------------------------- Regulation as described in the application for Well Construction Permit NoB�oard - X7— ate Well Protection 10ass been installed in accordance Ptth the provisions of the Town of Barnstable of Healted Protection THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-----; -- --- - —.—_ Inspector--- - —--------------------------------------------- -------------------------------------------------------------------------------------- ---- BOARD OF HEALTH TOWN OF BARNSTABLE lVell Con!9tructiouPermit No. -ti _--- Fee----------- Permission is hereby granted � f _ -_-_--__—__________—___________________—_ to Construct ), lter ( or Repair. ( an dividual Well t: No. —.— - - - J,�A— ------------------------------------- t / T street V — as shown n they pplic ti- n for af'W�e 1 onstruction Permit No.- ,. " ----- Dated---�! ;J— `-- --------------------- -------------------- / / %Board of Health DATE . r f TOWN OF BARNSTABLE 4 G o LOCATION ;Z Z- O Af!-(K' S Z— SEWAGE # `� \IILLAGE L7L*XA,()-S M4/f—, ASSESSOR'S MAP &LOT y '0 a6� INSTALLER'S NAME&PHONE NO. VPyinytt ns gnu e ua.; blu SEPTIC TANK CAPACITY e 3 l�o ere 31 LEACHING FACILITY: (type) 4eltG - (size) ��� 6 NO. OF BEDROOMS BUILDER OR OWNER gQ0001T PERMUDATE: cI> ' g COMPLIANCE DATE: (9, 13' 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) 100 Feet Edge of Wetland and Leaching lity(If any exist yQ Feet within 300 feet of 1 cility) Furnished by s 3W a yq )30 a` � No. _ ~THE COMMONWEALTH OF MASSACHU S Entered in computer: Yes ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABL s MASSACHUSETTS apprcatton for i o!w * gem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �qX7— Owner's Name,A dress and Tel.No. J Assessor's Map/Parcel a C`-- Installer's Name,Address, Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size s . ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titp 5 of the Enviro 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed his Boar e 1 Signed Date Application Approved b Date A'� �� Application Disapproved for the following reasons Permit No. Date Issued i — - -------------------------------- - - - , THE COMMONWEALTH OF MASSACHUS S ~Entered in computer: t Yes PUBLIC HEALTH DIVISION -;TOWN OF BARNSTABL S MASSACHUSETTS t 0(pplication for �Digool *p5tem Con!5truction.Permi.t Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ��0 /��1 9 T Owner's Name,A dress and Tel.No. Assessor's Map/Parcel �5 .�7-/� t�m A4 S Af oR Installer's Name,Address, Tel.No. Designer's Name,Address and Tel.No. tj e,-e� Y d l"�Jf3 ac - Type of Building: Dwelling No.of Bedrooms 1Lot Size s . ft. Garbage Grinder(� ` Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil - Nature of Repairs or Alterations(Answer when applicable) i 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 Tit 5 of the Env o 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been iss d his Boar 1 1, Signed Date Application Approved b Date Application Disapproved for the following reasons f.' 4 Permit No. Date Issued — _ ———————————————--——————————————---- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS f (Certificate of (Compliance. THIS IS TO CERTIFY,that the O -site Sewage Disposal System Constructed( )Repaired( )Upgraded Aband�� y at has een constructed in accordance with the provis' s of Title 5 an r Disposal System Construction Permit No. '"'�✓ / dated Installer �'`l� �P Designer The issuance of this pe shall not be construed as a guarantee that the system will function as designed. Date !t } Inspector L-"• — —p���---`——————— No. --------------Fee —F, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Mi!�pooar by.5tem Con.5truction Permit Permission is hereby granted to onstruct( Repair( )Upgr e(-�`)Aban on( ) System located at �; i� �� ` r "and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this netmit. "1 Date: J / > Approved by,' 10/9/97 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. , - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) ' { 1, r 4A-5Veoefdjdaereby certify that the application for disposal works construction permit signed by me dated C� , concerning the located at © o t) o meets all of the property � _. follo ng criteria: ere are no wetlands located within 100 feet of the proposed leaching facility There are no private wells within 150 feet of the proposed septic system I There t o increase in flow and/or change in use proposed There are no variances requested or needed. -� N If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will IlQL be located less than fourteen(14)feet above the maximum adjusted i groundwater table elevation. Please complete the following: A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) B)Observed Groundwater Table Elevation(according to Health Division well map) L ')z SIGNED: DATE: LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMB R [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan) Y this plan should be submitted]. E l` q:health folder:cert y . a I e 1 ' e r srD IC) Vi I II l EI MROTECIII,ABORATORIES, INC CIA CERT: NO.:M-MA 063 8 Jan Sebastian Drive Unit 12 Sandnidc AU 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Desmond Well Drilling Location Vetorino-2560 Main Street Address PO Box 2783 Barnstable MA Orleans MA 02653 Sample Date 11/15/06 Collected By Desmond Wells Sample.Time 9:45 Sample Type New Well Date Received 11/15/06 Lab Order Number Dw-2o06-4955 Well Specs sa/46 _._.�ocatton�S' ttrce =' ...date Colleted fiiasre CPllected Cotnmerrts 4na4f sis Requested Uni#s Reeomrnended Limns Anal3 xs Resrtlt letlaerd Pate-1raaEyee natyzed By Total Coliform /100ml 0 0 9222 B 11/15/2006 RS pH pH units 6.5-8.5 6.04 4500-H-13 11/15/2006 LL Specific Conductance umhos/cm 500 469 120.1 11/15/2006 LL Nitrite-N mg1L 1.00 <0.004 300.0 1111512006 LL Nitrate-N mg/L 10.0 5.87 300.0 11/16/2006 LL Sodium mg/L 20.0 65.5 200.7 11/16/2006 MC Total Iron mg/L 0.3 <0.1 200.7 11/16/2006 MC Manganese mg1L 0.05 0036 200.7 1111612006 MC Comments: pH is below recommended limit and may have corrosive characteristics. Nitrate level should be monitored periodically. Sodium level is not a health hazard,but if on a low soduim diet,consult a physician before drinking Water meets EPA standards and is suitable for drinking for parameters tested. Date Ro J.Saari Laboratory Di ctor BRL=Beloiv Reportable Limits Page 1 of 1 *See Attached 0 �\VA# ENVIROTECH LABORATORIES, INC. MA CERT. NO.:MMA063rn. 8.Ian,Sebastian Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 f AN11 FAX(508)888-6446 Client Naine Desmond Well Drilling Location Mitchell/Clifford-#2b76_Main Street' PO Box 2783 Address West Bam7sable MA Orleans MA 02653 Sample Date 04/15/08 . Collected By. Desmond Well Drilling Sample Time 12:00 Sample Type New Well Date Received 04/15/08 Lab Order Number Dw-8o864 Well Specs NA t c? Location Source Date Collected Tinte Collected 3f Continents I A -- -4/45/08•-_. ___._92s00=•-="--6-. -°-�--- E> -�'_.�,. .-.= r^� ,. _ Analysis Requested Units Recommended Limits Annlvsis Resrilt I Metliod DateAWlvierl Aitirtm d B! Total Coliform /100ml 0 0 9222 B 4/1512008 --tRS "T pH pH units 6 5-8.5 6.26 4500-H-B 4/15/2008 LL Specific Conductance umhos/cm 500 449 120.1 �4/15/2008 1- r Nitrite-N - mg/L - 1.00 <0.004 300.0 4/15/2008 LL �_- -Nitrate-N mg/L y 10.0 - 1.70 300.0—4/15/2008 LL Sodium mg/LT--— 20.0 -- — _ 42.7 200.7 — 4/16/2008 -- MC Totallron mg/L 0.3 0.33 200.7 4/16/2008 MC Manganese mg/L 0.05 O':045 200.7 4/16/2008 MC Comments: ---- -------------------------- pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. meter ets-,EPAaiandards'and is suitable.for drinking for parameters.tested: . ` Datei/C�/� Roitrtld J.Saari Laboratoq Di ctor i BRL=Below Reportable Limits Page 1 of 1 *See Attached di r Massachusetts Department of Conservation and Recreation Massa�ti�setts Office of Water Resources Well Completion. Report 24-APR-08 10:03:30 WELL LOCATION 251468 GPS North: 410 42.14' GPS West: 700 19.443' Address: 2576, Main StProperty Owner/Client: Mitchell Subdivision Name: Mailing Address: 2ST6MainSt� City/Town: Barnstable City/Town, State WestmBarnstable MA7 Assessors Map: Assessors Lot #: Permit Number W2008-00.8-j Board of Health permit obtained: Y r Date Issued: 04/14/2008 Work Performed Proposed u�=s�e----�� Drilling Method Overburden Drilling Method Bedrock New Well Irrigatip. Auger. CASING _ From at) To (ft) Type Thickness Diameter .00 -68.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -68.00 -72.00 Stainless Steel Well .015 4.00 Point . WELL SEAL / FILTER' PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose cam, Cil WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELQL''.S) --0 Date Method Yield Time Pumped Pumping Level Time I RecoverO Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs Min) CD BGS) 04/15/2008 Constant Rate Pump 15.0000 1:00 45.00010 0: 1 38 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth ,Below Ground Pump Description: Measured Surface (ft) Type: Intake Depth: 04/15/2008 38 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: Yes Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 35 Disinfected:Yes Well Seal Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 72.000 Depth to Bedrock:. Registration.'#: 764 Date Complete:-04/15/2i 0W Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 20.00 Silty Sand - Brown No N/A 20.00 40.00 Silty Sand &Gravel Brown Yes N/A, 40.00 50.00 Clay Brown Yes N/A 50.00 70.00 Coarse Sand Brown Yes N/A 70.00 72.00 Fine to Coarse Sand Brown Yes N/A . 1 2 ` do r Massachusetts Department of Conservation and Recreation Massachusetts Office of Water Resources } " Well Completion Report 24-APR-08 10:03:30 WELL LOCATION 251468 GPS North: 41 42.14' GPS West: 70 19.4431 Address: 2576, Main St Property Owner/Client: Mitchell Subdivision Name: Mailing Address: 2576 Main St City/Town: Barnstable City/Town, State:West Barnstable MA Assessors Map: Assessors Lot #: Permit Number:W2008-008 Board of Health permit obtained: Y Date Issued: 04/14/2008 BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dron per ft 1 2/2 No.__---_------- vt Fee-------5-- BOARD OF HEALTH TOWN OF BARNSTABLE 2pptication for Well Con5tructioni3ermit App is n is hereby ma4e for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel ----- ------ Owner Address Installer — Driller Addres;,/ Type of Building Dwelling Other -- Type of Building /—J=--_____�_--- No. of Persons--- _------__—__—___._____ Type of Well C� ---- G ----__ Ca acit 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 Privat Well Protection Regulation — The undersigned further agrees not to place the well in operation i a rtifi 7pliance has been issued by the Board of Health. Signed d Application Approved By _ice; ate d ��_ ate — date Application Disapproved for the following reasons: �� date Permit No. r a-p° �p --------- Issued --------____--------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS T TO CE IFY, Th t th ndiv' al Well Constructed (�Altered ( ), or Repaired ( ) by �c � _- � � c —Installer at__ -- /�i�>t�— iQ/iG // 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 __-_—_ __ Inspector--------_---_-__-_-- —_—_---____-- ,1 l�e�oo�i- , 1 No.---------------�/� Fee------------------- i BOARD OF HEALTH TOWN OF , BARNSTABLE ZppCication-*rVell Conitructionpermit Applicakion is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: Location - Address Assessors Map and Parcel -- AV,/ckL Owner Address r Installer - Driller Address Type of Building Dwelling -- _—--------_ Other - Type of Building- No. of Persons------ Type of Well C'�`S� �!G' ----- Ca acit Pu ose of Well- J 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 rtifi pliance has been issued by the Board of Health. Signed date � '0 �_ Application Approved B ' �-���-1�=------------ ----- 'i PP PP Y ! 1 date - Application Disapproved for the following reasons: — -- � �' __--------._____---__--- - date j Permit No. W a U U 6�'-D Q_S -- -- Issued-- =�- �U ----- ------ - ! r. date -- �, - --.--- --.--_-. - ---------- _---------- ----,--------------------------------- ----- - --- ' BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, Th t the Indiv'��ual Well Constructed ( Altered ( ), or Repaired ( ) by ---___-__--- / _Installer at—o�s 1-i45y 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 ---— -- Inspector-- -- ----- --------- ---- i ---------------------- BOARD OF HEALTH " TOWN OF BARNSTABLE lVell Con4truct ion Permit No. �,J o2.0doil-�jQ Fee-- Permission is hereby granted----r— -_--.- _ ______.____________--______________—_ to Construct , Alter ( ), or Repair ( ) Individual Well at: — __----- - - - d57/ o Street as shown Athe application for a Well Construction Permit No._W lz 20")- oo S Dated T- _/C ----------------- ------- Board of Health DATE -- f do r Massachusetts Department of Conservation and Recre tion �rassacii,,se�s Office of Water Resources o o q Well Completion Report 10-JUN-09 14:44:30 WELL LOCATION 261429 GPS North: 410 42.171' GPS West: -700 19.512' Address:` Main�Street t aS(o Property Owner/Client: Mitchell C/o Clifford _. "'-I Subdivision Name: �'� (M Mailing Address: P.O. Box 430 City/Town: Ba nstable'F,,> e;.,�.--..-. City/Town, State:South Yarmouth MA - Assessors Map: Assessors Lot #: Permit Number:W2009-005 Board of Health permit obtained: Y Date Issued: 05/O1/2009 Work Performed Proposed use D_rillinv Method Overburden _Drilling Method Bedrock New Well Domestic Auger. CASING From (ft) To (ft) Type Thickness Diameter .00 72.00 PVC Schedule' 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -72.0.0 -80.00 Stainless .Steel Well f .055 H 4.00 Point r_� WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL; cez From (ft) To (ft) Material Description r7 Purp6ble r (Z) :2- C;5 WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTIO WELLS) Date Method Yield Time Pumped Pumping, Level Time -to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) 05/21/2009 Constant Rate Pump 15.0000 1:.00 20.5000 0:01 18 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) Type: In Depth: 05/21/2009 18 Nominal PumpCapacity:: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: Yes Fracture Enhancement-No Supervisor: Thomas Desmond III Rig #: 137 Disinfected: Yes Well Seal .Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 80.000 Depth to Bedrock: Registration #.: 764 Date Completer:05/2009:' a.. Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 30.00 Fine to Coarse Sand Brown Yes N/A 30.00 50.00 Clay Brown Yes N/A 50.00 60.00 Silty Sand Brown Yes N/A 60.00 70.00 Fine to Coarse Sand Brown Yes N/A 70.00 80.00 Medium Sand Brown cs Yes N/A 1/2 - TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE_ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0. �/�r�s X SEPTIC TANK CAPACITY � LEACHING FACILITY: (type) &C, P (size) ry NO. OF BEDROOMS BUILDER OR OWNER ej y- / PERMTTDATE: C¢-IL, ' 9 gV COMPLIANCE DATE: 8 ` �3•JC'U� 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) �� Edge of Wetland and Leaching ii (if ar, Feet within 300 feet of 1 y exist v n'O cility) / Feet Furnished by Tw o RUMANNE ALLEN '12 E CERT. 123046 hry r48 E 281.52" S 387124 E 89' S 36:34'30�E 136 46' r� 0 /F2576 A/N S7REET 4 gzw ao r / NQL/NG J 1(J N38 47'39*W 30.45 ` STOVE o,i 13.00' PAno Pool EASBfi iT PROPOSED f-- '00� ► �� SCREEN HOUSE ADDITION r '� N 387124' W IVSNED I .y2 i ! Q Q 1 107.06' $2. o 1 tn w 4 p f1560 SIR£ET 5 Sao ^M V o ` ;% , dry'/, ► Lot 2 t'RaPOSED !DGK i0' ► � ' O A � ,(�• a 'I,•�. O• � • of 3 's 0 0 0 40 80 120 160 200 FEET ��Nc�►A�S^ PROPOSED PLOT PLAN ARNE �GN H. FOR OJALA No.26U8 SCREEN HOUSE ADDITION o P 2wc o� IN ND U R� IN BARNSTABLE, MA Off 508-362-4541 fox 508-362-98eo PREPARED FOR (OWNER/APPUCANT) 2 cape engineering, Inc. CIVIL ENGINEERS DOUGLAS S. MITCHELL LAND SURVEYORS main sk yarmouoport, ma 02675 DATE: March 9, 2005 09/19/2008 FRI 14: 28 FAX 5083627103 Barnstable CTY HealthLab 2001/001 3 .b> ., CERTIFICATE OF ANALYSIS Page: , ' Barnstable County Health Laboratory . Report Prepared For: Report Dated: 9/19/2008 . Brian Robbins Olsen PIumbing&Heating Order No.: G0849365 418 Lunns Way Plymouth, MA 02360 i ( Laboratory ID#: 0849365-01 Description: Water-DriaWngWater f Sample#: Sampling Locationt"2560 M'aln,St Barnstable 1GIA Collected: 9/18/1-008 I Collected by: B.Robbins Received: 9/18/2008 I j Routine j ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.65 mg/L 0.10 10 EPA 300.0 9/18/2008 I Copper ND mo 0.10 I PP o/L 1.3 SM 3111B 9/19/2008 { iron 0.24 mg/L 0,10 0.3 SM 3111B 9/19/2008 1 Sodium 15 mg/L 1.0 20 SM 3111B 9/19/2008 Total CoIiforrn Absent P/A 0 0 SM9223 9/18/2008 j Conductance 310 umohs/cm 2.0 EPA 1203 9/18/2008 PH. 7.7 pH-units 0 SM 4500 H-B 9/18/2008 l Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: k (Lab Director) j i I k t i • 7 l i I d Ce) 3 tv p n � s . AID=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph:508-375-6605 Massachusetts Departmt6t of Conservation and-Recreation Office of Water Resources 148410 TYPE OR PRINT ONLY Well Completion Report 1.WELL LOCATION GPS.(Required) North_ 1 1 2� I �L —3- West --'I— P° 24 — q Address at Well Location:1,5 coo N1'na. Property Owner/Client: Subdivision Name Mailing Addre s �i O_ �i�tv vai 3• f ri R- City/Town: 4n5b\>. City/Town: (.Y1SJlb 1 �i Q3C0 � 4 Assessors Map Assessors Lot.#: NOTE:"Assessors-Map and Lot# mandatory°if no street address available Board of Health permit obtained`. Yes Not Required Permit Number2= Date Issued`. ('1U ,Is 2.WORK PERFORMED 3."VELL=TYPE` 4.`DRILLING` I(&H'OD. -' 6..CASING OF Bedrock From (ft) To(ft) Type ;Thickness Diameter 1 �' �-t -- EC C ���4[w] 0 DODO Q ❑ ❑ ❑ 5: WELL LOG OVERBURDEN Exta Water Loss or Drop in - Fastror /Q- ❑❑❑ LITHOLOGY Bearing Addition Drill Slow Zone of Fluid Stem 7.SCREEN From (ft) To (ft) Code Color Corn ent Drill Rate From (ft)76'(ft) m Type Slot Size Diameter 0 - =2d FC$ Y / N YIN F / S 20 '35 FCS Y / N Y / N F / S ®P� O '�I�• — e El Ed El 3 ra "CIS Si CL. Y / N Y / N F / S --- X� ❑E0❑ Y /N Y / N F / S- 8. ANNULAR SEAL/FILTEWPACKILANDQNMENT MTL Y / N Y / N F !,S From-(ft) To mg4riaj D.es6 tion`�. Purpose `15 C-L Y / N Y / N F_ / S s ❑.❑ t _❑❑ Y / N Y / N F/,S ` ` ❑❑ ❑❑ "'$ "' Y / N Y / N� -'Fj,$ ❑❑ El El ` WELL LOG BEDROCK Extras 9,SITES ETCH Water Drop.in Extra Visible Loss or #of F LITHOLOGY � Bearing. Drill Large ast or;.Slow 'Rust Addition Fracture From ft To ft Code Comment Zone Stem Chips; Staining of Fluid per foot O O _ ,Drill Rate Y / N F / S Y / N Y / N Y / fitY&N' F / S Y / N Y / N Y/ NY/-N F / S Y / N Y / N N F / S Y / N Y / N Y,/,,NY / NF / S Y / N Y l N _ . Y:% NY. / N F / S Y / N Y / N JN,, Y4 N Y / N F / S Y / N Y / N NY / N F / S Y / N Y / N Y / NY / N F / S Y / N Y / N �v Y / N Y / N F / S Y / N Y / N 10. WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) 11.STATIC WATER LEVEL(ALL WELLS) .. Yield Tiime'Pumped„ Pumping Level Time to Recover Recovery Depth Below Date - Method (GPM) 11'(hm-&min)' (Ft. BGS) (hrs&min) (Ft. BGS) Date Measured Ground Surface(ft) C-9— 5 a _ '�- --5 3 °:Q -445 11 I5& - 5 12. PERMANENT PUMP(IF-AVAILABLE), �� � � n� r, �`` 13.ADDITIONAL WEi;L�fNFORII�ATION � Pump Description µ. Horsepower p ` ❑ El ❑ Develo ed Y / N Fracture Enhancement Y 4D Pump Intake.Depth -` (ft) Nominal Pump Capacity (gpm) Disinfected / N Surface Seal Type 14. COMMENTS Total Well Depth Depth to Bedrock 15. WELL DRILLER'S STATEMENT This well was drilled, altered, and/or abandoned under my supervision, according to applicable r rules and regulations, and this re ort is completb and correct to the best of my knowledge. Drilled ��� ��1 Supervising~Driller Signature- Registration #J C19 Firm: r 0 1 No N FL -Date Complete: 1 -Ri .Permit#: Z� NOTE..Well Completion Reports must be filed by the registered well driller within-30-days p well completion.. *' BOARD 00 HEALTH COPY - Well Completion Report Codes Section 2 Section 3 Section 4 Work- Well Drilling Work Performed Type Method Performed Code ' Well Type Code Drilling Method Code Decommission DC Cathodic Protection CTPR Air Hammer AH Deepen DP Domestic DMST Air Rotary AR Hydrofracture HF Geoconstruction GOON Auger AG New Well NW Geothermal Closed Loop GTCL. Cable Tool CT Repair RP Geothermal Open Loop GTOL Casing.Advancement CA Replacement RE Industrial INDS Core CR Injection INJC Direct Push DP Irrigation IRRG. Drive and Wash DW � Monitoring MONT ,-,f ; f Dug DG Public Water Supply ' PBWS Mud Rotary MR Recovery RCVR Reverse Rotary RR Test Wells TSTW Sonic SN I s. Section 5­ Section'6 Overburden Casing Lithology Overburden Overburden Overburden .Bedrock Type , Thickness Name _ (OB)Code Color Color Code Bedrock Name (BR Code) Casing Type Code Thickness (NO CODE) Artificial Fill . AF Black BL Amphibolite AM Certa-Lok - CTL Schedule 5 Boulders B Bluish Gray BG Basalt BS Fiberglass FBG Schedule 10 Clay CL Brown BR Conglomerate/Breccia CG/BR Galvanized Pipe GLP Schedule 40 Coarse Sand CS" Dark Gray DG Diorite DI HDPE HDP Schedule 80-' . Cobbles C Greenish Gray GG Gabbro GB NSF Coated Steel NCS Schedule 160• i Fine Sand FS• Light Gray LG Gneiss GN PVC PVC SDR 13.5 Fine to Coarse Sand FCS Reddish Brown RB Granite GR Stainless Steel SST SDR 17 Gravel G Yellowish Brown YB Limestone LS Steel STL SDR 21 Medium Sand MS Marble MA SDR 26 Organics 0 Quartzite QZ SDR 32.5 Sand&Gravel SG Rhyolite RH SDR 40 Silt SI Sandstone SS 17# Silty Clay SICL Schist SC 19# Silty Sand SIS Shale SH Silty Sand&Gravel SISG Slate/Phyllite SL/PH- Till T Pegmatite PM. Section 7 Section 8 Section 10 Annular Seal/Filter Screen Annular Seal/Filter PacklAbandonment Purpose Method Screen Type Code Pack/Abandonment Material Code Purpose Code Method Code Carbon Steel CST Bentonite ChipslPellets BC Fill FL Air Blow with Drill Stem AB Continuous Wire PVC CWP Bentonite Grout BG Filter FT Air Lift AL Galvanized Wire Wrapped GWW Cement/Bentonite Grout CB Seal AS Bailing BL Perforated Pipe PFP Concrete CT Constant Rate Pump CR Pre-pack PVC PPP Sand SD Variable Rate Pump VR Pre-pack Stainless PPS Native Material NM Slug SG Slotted PVC SLP Stainless Steel Vee Wire SSV Stainless Steel Well Point SSP , Section 12 Section 13. Pump Description Well Seal Pump Description Code Horsepower Surface Seal Type Type Code 2 Wire Constant Speed Submersible 2WSS 1/2 20 Cement CM 3 Wire Constant-Speed Submersible 3WSS 3/4 25 Cement/Bentonite: CB . - Constant Speed Submersible Turbine 'CSST 1 30 Concrete CT Variable Speed Submersible Turbine VSST 1 1/2, 40 None NO Jet JET 2 50 , Line Shaft Turbine LST- — 3-- 60 — — Centrifical CENT 5 75 7 1/2 100 10 , 125,, E 3,•t :•s +ay:3y -.'.1 a :" It cg.,;, ,n ,: :_S. s1sr+ .rev '15 150 CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory 9s�Retro Report Prepared For: Report Dated: 9/19/2008 Brian Robbins Olsen Plumbing&Heating Order No.: G0849365 418 Lunns Way Plymouth, MA 02360 —i Laboratory ID#: 0849365-01 Description: Water-Drinking Water _ Sample#: Sampling Location 2560 Main St.Barnstable,MA Collected: 9/18/2008 Collected by: B.Robbins Received: 9/18/2008 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 0.65 mg/L 0.10. 10 EPA300.0 9/18/2008 Copper ND mg/L. 0.10 1.3 SM 3111B 9/19/2008 .11-on 0,21+ i igi—I 410• 0:3 S&i 3i l i.B 9/i9i2008 Sodium 15 mg/L 1.0 20 SM 3111B 9/19/2008 Total Coliform Absent P/A 0 0 SM9223 9/18/2008 Conductance 310 umohs/cm 2.0 EPA 120.1 9/18/2008 pH 7.7 pH-units 0 SM 4500 H-B 9/18/2008 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By: �1 (Lab Director) w cV co n CL. z. o M N 4 Cl— o o _ _ N ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 L , �AT' ION SEWAGE PERMIT NO. VIIIAG A a , I N S T L LA R'S NAME i ADDRESS R UIIDE R OR 0 NE DATE PERMIT ISSUED o DAT E COMPLIANCE ISSUEDFj a i l i l , ' S r � i a � � r NC ?:1.��...... Fz$5v�-rU THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ...•-•--...._ ..CAI I)......OF.....-..�IYJ��S;�C[��_��'............................. Appliration for Disposal Workii Timidiurtion"llumit Application is hereby made for a Permit to Construct ( ) or Repair (}Q an Individual Sewage Disposal System at: ... .Q....__ ..... e....L - ---------------------•-------------------- .................*................................................................................ • do A dress ---- or Lot No. ----------------------------- -----------Gt1 � .� ............._.aC :.... caner d ess Installer Address Type of Building Size Lot............................Sq. feet ,., Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of' Buildin No. of persons____________________________ Showers — Cafeteria d Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit................_--- Depth to ground water........................ G Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ T ••-••-•-•••••-•-•• -------------•---•----•----.../ O Description of Soil..............4 d.-f..__.._g.r2wi c(_.. - - - - -- - ----- - V ............................................... W U Nature of.Repairs or Alterations—Answer when applicable_______ ____��GC�J . ..7..... -1 7.7_________________ -••---••---••-•••••••••••••-•-•-•-----••-•--••---•----•--•-•---------•-••--••-••••-•----•-•-•-------•-------...••----•-------•--•--•••--•---••••-••••-••••••-••-•••-•••-•-•••--•......................•- Agreement: The undersigned agrees to install the aforedescribed Individual'Sewage Disposal System in accordance with the provisions of TITA U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has en issued by the board of health. Signed..... - • .....NI •••• • -.. .. . - _ >��� r Date Application Approved BY /!�- ... ..... -45 .............. Date Application Disapproved for the following reasons____________________________•_____..._____________-_•__•_______-_-______________________________________........_ -•-•-•.......................•---•----------•------•-----•--•------------....._......._..__._._......_..---..-------------------•----•-•-•-•-----•---•--•• •-•••-•••••-•-••=--•--••--•-•-•-------•••- d --f�--1--•---•----------.Date Permit No......................................................... Issued_`----1- - ---=---- Date THE COMMONWEALTH OF MASSACHUSETTS x BOARD OF HEALTH . .......OF...... �Z -•----_._... Appliration for Ui 'ipnattl Works Tonotrnrtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (. an Individual Sewage Disposal System at: a_ .... s a L ati -A dress �_ / or Lot No. 1r. 1 ... `I `- ``T .%� �c r',�l al'...... ..................... ---•� � Owner s' Ad ress Z.a : i �? % �' ` . - .................1 ................................. Installer Address dType of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms................................ .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria W Other fixtures -------••-••-•-••---•-••---•-_... . W Design Flow..........................................:.gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................. Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.....................Total leaching area....................sq. ft. Seepage Pit No..................... Diameter............. ..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosirig,tank ( ) Percolation Test Results Performed bY.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ _ ------- ----------•---•-------•---------...--.---•-•----------•---•-------..-•--------•------•-•-------------•-•-----•-•----------.-•--- O Description of Soil---•--------.:::41 i):e ' ..._ 'F . "f x7-------------- -- ---.-.-•------------•-•----------------- (� - -_---•---•----• ------------•------•------------•-----.---•----•---------------------•-•----•------•---•--------.-.... ----------- •----------- .._..--------------- ---------- ..-•-------••---------•-•-••-•----------------••-•--------•-••-•-•------•---•---....-•-•--------••-----•••-•................ rx .. .. f> ..-----•--•--- U Nature of Repairs or Alterations Answer when applicable.._____ _.: f-�i --_ ° ...... 9.r , ---------------••••••••-•••----•....-----•----•-•---•.....•---------------------•-.._..............-----•------•-------••••---•••-•-•-•---••••.••••----•••---•--•-•-•---............................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL4 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ti ,r Signed--_..` ? �.� l t - % t=ft'rr Application Approved BY 5.. /..!1. .............................................. .---......••s''-.................... f Date Application Disapproved for the following reasons----------------------------------^------------------------------------------------------------------------------ .................•-------•--••---•--------------•----•-•-•--•----------•-••-----------------------•--•---••--•--•-::._..--•-----•---------------.....-•---•-••---•...._..•---•---•-----•-•••--------•--. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �:.•• ri;! OF...... ..................... ; .: .. ....................................... ............................ ....... ........... C�rrtifiratr of (�vrmphanrr THIS IS-TO CERTIFY, That the Individual Sewage,Disposal System constructed ( ) or Repaired (X) by...........: as ;------------------------ ......................................................... Installer at . '.� ` __... ° `__.. � f i ,� .%11` 11_I...------•-----------------••--•---•••-......- 2t� �-..'......�-- has been installed in accordance with.0the provisions of ". TLE 5 of The State Sanitary Code as described in the application.for Disposal Works Construction Permit Nke1�.�. ................... dated_...._.___.___._____..______.__.___....__.-.._.. THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................................•---.............................--•----•-•_. Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .'_No s/............... FEE......: -:..:. l Permission is hereby granted = � PL: f s '. �.:.: f .<.......................... to Construct ( ). or j,-e air ) an Individual.;Sewage Disposal System 1, at No... `� .. � _;---..inz (---' & _ s � .......... f. Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... Bod'of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS er• ' t,s i <Z�7 Barnstable Harbor ROU I I sa� ' RAILROAD - - LOCUS MAP � SCALE 1"=2000't �\X\. \ \�\ `\ \ / J / / ..� -1 8, 2-2 � ` �( \ �\\\, � �\ \ \, / / //- i' ys�°{, / ASSESSORS MAP 258 PARCEL 2 j \ \ \ �_�•/\\��\ \�\� \\\ \ \`\� ��� \• \ ` \ 1 % /' }�( ' s. .PROP. BARN IS WITHIN FEMA FLOOD ZONE X 50.0 �.. \ ZONING SUMMARY i \ \ \ \ 1 1� \ �I I� � �;'/ i•i//�%%��\/\�%I �' '' ` � t / �j I \` ZONING DISTRICT: RF-2 DISTRICT. 61 MIN. FRONT SETBACK 30' R \' I I' 1 I I ( / / i i ,/� ( \\ \l\\ \\\\\ �._ r �. .r. \ EJOST.• TWA MIN. SIDE SETBACK 15' ,. K£RAND I, \'\ \\ \ �•`•\\\ OMfIL. et.6ldt / MIN. REAR SETBACK 15' . IL 35 —JJ ///is/i%'.•,j i/�" /� \ \ � '�` •3tSQ 32-�� 3�\ ,, � > \\ \ � / � -. .. /PRO. O WK LLI/IT LINE ? 9 (®f00' NOJ OFF M£RA Jfp• I / / j I Al� lo •33.3Y/� ILROAD TRACKS RA a �- —� CENTER LINE OF i 2560 MAIN STREET ' ` BARNSTABLE ZNOF Nq i DANIELS�`y�� SHOWING PROPOSED BARN a A. =� OJALA off 508-362-4541 PREPARED FOR fox 508-362-9880 No.40980 N .downcape.com 0 goj� DANIELs � V eqN ess°+ae' DO MITCHELL & CHRISTI ELSH o SUR"' ^ down cope eagiaeeriag,inc. A. ----- -- -- OJALA (' �_ APRIL C/v*/ engineers RNo.40980p y LJ Zo-I� land surveyors °less, 939 Moin Street ( Rte 6A) Scale:l 40 YARMOU77-IPORT MA 02675 / 94-045 - DANIEL A. OJALA; P.L.S. DATE 0 20 40 60 80 ,OO FEET t - r. w000 CONSTRUCTION NOTES h. All m.f shrnlMryl Jmll bn5/RRywoea/OSB OR Wdibormlrwl ]T, +_TYP.f4EJ.L�R •b-2•r6 V•r».0 2I- S7vpy 4' C.C. _ _ I. All lumberused shall cn 1h Inthemllowlr%: cmuhucli,m mten. - --_ - - y'� a. M-fs—mdR-Trusxs:-S. Wdie, rloteon tru®design 7. Nni1mgraI fen Wnd5 .111A%: _.._I.... I- 1 'I - h. Iaminehd VerKa+l.umber(I.VLl shop have en ellowablebmdiry{ Roof Ret.l.11)n.u.1-al.dggea.td s`minta+m. Typical Roof Construction ' - +res,d If1110 pq,an olmwable shear cbe:w d 2RJpLL and a modulus of Flmr Rd(.1,11)mils 6 ^atedgn and 12'1n Reed_ Shear well Schedule el%andrydl.YXlO�plu a Mall lnl_m�d beam%svells a,d eU,n„Imd beMng wdb werein () e. Perellems Rua PSL WNmenl>%d wlm pmpeNea mr wsnim k-I3 hag,!:pmmvvlIdraw mwd wood bmair,R tmid-M tdehw1. 19/32-APA Rated(20/40)Exposure 1 OSB w/edge dips placed SW-1- 2X6 studs�d l6'O.C.with 7/16'plywood/OSB.outside face only, I I I I I I I 4. All meehenlael fasteners 16,onlan MN 1'r weed aluTl Ee hot-0Ip weyerhauser l;amlog.E.I,z(noso pa Fa m13Mpal perpendicular to supporting members nailed with ed ring shank nails blocked at seams,nailed with 8d nails 4'O.C.at edges and 8d nails 6' - galvunlr,d.rcmnha„icalpp Oapralted arKaoekd Ton. .Hd%IP g - d. Stubs-Nal/Nolmbetler dvaNred foste,ere shwb meet ASTM A153 wIW ozddnc oxdr%pei at4'D.C.edge nailing and SoO.C.field nailing to supporting members. O.C.in field. e. Jdsa and Ranee-Na.l/Nn3 m Eerier.Simps,a,H23 huniare tles on R in Med4niailly deµwikd dneaoamd fute,w,s shall med ASfM 116vs 1 Each anel shall have l 8' all,ww niten P / gap all around. 1. 11—and CWm-No.l mbatm Cleo 56mgreaen0 hdl be Type 3(11 end 3165taiNeo Stee Roduab. �l W I i ✓t .� MI ,etwateewadandlbesrra2mBetterandSeated-0 lo. Fosmt%vaandcma Imsa dtosaherahwldbeofthenametypa.(e.R.Id SW-2 2X6studs�24'O.C.with?/16'plywood/OSB,outsidefarnonly, 6l R prr�u eip,win with hadip iasthm%em) blocked at seams,nailed with 8d nails 6'O.C.at edges and(n field. PPt'n"In" I I Ih ACO{m ACQ-D rervaRn. 11. All—t..ind mmKcvwvin cvmm�with PT --d and rot meal,%the ..____..__. ___._ ..__.._..._.— .___.. ._.__ h. Ali dher lumber shell be serum-pim`flro hdlnws:Fl#R15psi Note:This �s—dby th—l.y-,d134l the blw(19�IRC,and lhe�idon � .. ----._._.__. g Fv.1J5pd E.I,4u1MDpsl - I - 2. Wadi-ldnm-NA 3. All metal suss shell awnfam m the Tru. Rate 1. Allwend In nmtaelwith CenoNe/Sl-0011 be PT. R° t R % 6. All new ertef well are 7X6 Mh`O.C.Slwl walls.rAe notes. 71.g uselt Re,Io d I.,-fi l Code Ameh!b.0c 7BOCMR JI.m. N A AnWf—1 to new emerele fwndSli m be with 71,e grwnd sryaw loud is 3D PSF e,d the bask wi,d ryead W SE C.W.Gust)is 11J MPH. I I 1 S/R-dia.lbMesW'O.C.mar. .—_ ..__ _._.__. —._...._. I I / :t•/1�4"y fy r�r'LVL LVL 7tueNlTeeNnrL G;FApE �� ,,`�y'S v5 •F9 h 7.GPMAL GS T "INOL / A '� 01J5y�b 7 ys`35 m'P�y . )0WV GTVPPt7'RbOF TRVSSErr, �- \ _ 'ROOF F'PAM1 NG 1'-O' Roof Truss Load Schedule Top Chord Dead Load-15 PSF e j - "--"-• - -- ----- -- ---�' --- \-� SlnrseN M2l5 A dN Bottom Chord Dead Load-5 PSF ___ .. .... .. �Y-.rm USS Top Chord Snow Load-26 PSF ,1 - - - _.__ - t _I• .761VII CE/u vG N ENOs h T. . L l._�1. 1 - Total_ 46 PSF ' W l� 1-- L I_1 -1.1 I -1 11T — L - - mHlre-Cava: 5 I-_ — L. '� I--J - I NM: Fyxreaioo. WA"S 'io 2E ___ �I I I _ _ ' I L— COIP'IJEGTPD TV (6A O/y-rlowjMrb NITH -- _ I_.. __ 2KL PT SILL Tyr - r�8"DIJ•.. J Ro D5�6A lvAN12 cD)(D sP,O.L• MAX i .lb'-O° 1.I P 4 OOr.TYP I o e�,P 7D .1 I • (.3)'IbWl 7'11 FIQeVZ AZ&A*.AwF-S I .fAIA:(tIL-17ALTON RSop Oa. 2�rp'' R•TN �LEV6TION SccT ION J 1 INrnCJc't&S L E;A'rYON DP HOLD DOWN ' �� RDD')'=SD'SSS_fT[rgPsaAJ." 1 . r r ._ .. _. -_ -SRMIZp g2:o24 VENTS / 1 rT _ _ r.) T i r 7 (' rt.eq .TDn C.19RbTI 1 I I - III II :PTI LIT)' I Ri4MIN[r I /. _ �. 'L.. . PAULWOR]MINGTICYi•: ' - I I I I .M.TT WA L-15I GSBOYL-57MSr.13R NOOKUNNF,MASSACHUSLT SM445C aw0 mc. I L I. t]llii 15 S¢w%¢v Cvut. I 1 11 I .�� �I �_ �' \, � I � '� ' 1 I ' w 617 71J 0663 tea 617 71J Oa6S a-m ellpwor SJnrerlxoa.nrt L.. _ ' F I '1. T - ,� I I Submittal Plane for Approval by. 1• -, _.. ._ i Old King's Highway Historical District Committee PROPOSED GARAGE OUTBUILDING jl 0 Dougla 1 I - -- - Mitchell Christine Welsh NEW 6,AI2. CI- -LpR,FLOO L U14FIN ISH ED WA C,` 2560 Main L,RT6A I . to Barnstable,Massachusetts �. - - r - -T' - - - - - - -- -i,----f I r SHEET I-- - - r T I FLOOR PLAN . LI LI I. I I I n I I I I I SECTTON&ELEVATIONS LJ I I I I ROOF FRAMING PLAN I -'+r --- BAST- �I_Svl4rloN (wCST�s Re asfeGs) 1/8"=1'-0" L.._ _ _ _' C_-;_ z=TV-.'/7�0"LVL lna,- DRSo - - 7/10/5 » f l General"eel Description I I - Cmegruat gerege wlbuildir%tnhw<ennquc®n and farm vehicles. 0 W.0 r IL'- O" G'-O°. IR Caraete lmst wall m2Yw%12`D(mti,gR Jab Rmr. •�' - � - 2zh WaM home Uruatinn wiN mawlecmd rryrf trvws.UnfinisMd interim. 1 i 3-16'W%7'H FibmIl merheaddmn-Wayne Dallmalr mFq. ' 2-3M1`leld-Wm`Fil•edastEC o.lile entry darns lF'IAMr(.9,m rnds. F-.Ahl 5-3r%54`R.0.6/6 Rwblehu,%Windnwa-leld-Wm Renders Vinyl MDHJ2M ��----_--- I NONrd Whim CLder Siding-J'cap.and white palnmd elm. Anh,r I Crade-AsphaltSNngle Rmf Celtainlad landmark Prendam a`F.q. i ' i SEPTIC PROFILE / (NOT TO SCALE) T.O.F. AT EL.62.0' + - ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN. GRADE 2q SLOPE REQUIRED OVER SYSTEM 574 .0 MINIMUM .75' OF COVER OVER PRECAST TWO RISERS RUN PIPE LEVEL FOR FIRST 2' S PROPOSED 1500 �55.0 "TEE 0000O C7C7 SDGALLON SEPTIC 50.355.27 TANK (H- 10 ) GAS � 0 (� BAFFLE 50.47 50.06 DODO 0 0 0 0 OOoo 0 a �6' CRUSHED STONE OR MECHANICAL go$g 2' L7 [� CICI 0 0mcl0 COMPACTION. (15.221 [21) SLOPE) zS 3/4" TO 1 1/2" DOUBLE WASHED STO D q SLOPE) EPTH OF FLOW = — TEE SIZES: , INLET DEPTH = 1� OUTLET DEPTH = 19" LEACHIN( 30' FACILITY FOUNDATION-- 44 — SEPTIC TANK ----- 19 �- D' BOX (MAX) w 81 (( 3 SOILS CHECKED IN AREA CONSTRUCTION OF ANY P( 4' OF SUITABLE MATEF TIME OF INSTALLATION. NOTE: WATERLINE AS TO BE NOT LESS THA SEPTIC SYSTEM ('JNol_a_ EXIST. DWELL ' USE CAUTION b'p 9 co 41�, U-) co `° ^ 9 / A G LOT 1 - t~j Ado+ / PPR X. G GAS GATES / (2)� / LOT 2 \ �\ �\ \ 4$ WSO O G 49 f 12" CEDAR 50 QUAD 10" (�J CHERRY \ 52-- VEN ' BENCHMARK: PK NAIL AT EL. 49.0 \\ `� � /. ff r �' •yi 11" ENG V APLE Ja TH 1 \ 5 \ � \ \ 3'.DIAM. TREE60 i - GRAVEL \ DRIVE PAVEMENT G ' � f rn R- aa_n45 . P . t SEP TIC s (NOT TO S(ALE) ' FIN. GRADE �62.0 + OVER TO WITHIN 6" OF ACCESS COVER (WATERTIGHT) TO ACCESS C WITHIN 6" OF FIN. GRADE 2q, SLOPE REQUIRED OVER SYSTEM s ° TWO RISERS 14 F57.0 MINIMUM .75' OF COVER OVER PRECAST RUN PIPE LEVEL « , I FOR FIRST 2' �� - 1!S PROPOSED 1 50 e a �55 I TEE [� ' 50.3#@ GALLON SEPTIC Q O a 0 0 0 r1� tc x 27 TANK (H— 1 O ) GAS DODO 50.06 Q Q C7 BAFFLE 50.47 ❑ QC30 2 ` gong WASHED STO u g" CRUSHED STONE OR MECHANICA DOUBLE 15.221 [2]) . COMPACTION.. ( (ff q SLOPE) 3/4,r TO 1 1/2 . 4# - (33 q SLOPE) ' PTN OF FLOW —4— Kt <;TEE SIZES: 10 � ., INLET DEPTH = f x 19" LEACHING rx ' _ - OUTLET DEPTH 30' � FACILITY 19 ---� D' BOX (MAX) �. 44 r SEPTIC TANK —�.—�'-� A,A 3 yS � FOUNDS ' ( a • v .,,rl ta+'h E 81i�z r; y4t 5ts ,yak F t � •xt 1� r i h CKED IN ARF = � SOILS E �, RR" 4 S', r CFt OtJSTRUCTiON 0 ANY A OF, :SUIT�E16L' "�OF� INSTAtLA TION� TIME {fir etI t.' r -,ti• � kX� L r Lin r f pro s s <a 151, <WATERLINE r k N0 BLESS. s# �. 4. .'. xz �...n#r•� ,�' ��+f.�ct, - s�ai, AS fiTO 8 ' `,� .4� y' .i� '"a*4w'°'a.a ,a# "'' .•Tr >9' tsc ,a+;,-iAs F }�NQtQ.. '. SEPTIC SYSTEM �a tF� A ,,�- S �EXIS7 DWELLS :w �, r' .rt ,r ..,t-,es '� �' i7• :.° "" ' i- ",�.. �O(}F � 4. a ts.:• ��¢ � 1.7 +,(r�•,t• N —� ,; i..rXr ,s `itgs >�; ;Yr�,N ' S'i ,q�.�, .. '�.` , ;;�.` .�; �: 'ram,•�s:x.a "�� ,,�`" a x `� � ,� A c �F� i s, o- ,:. a a -• s;. s » , a i w s u Sig A K > 'c \ _lS(l� i* ^f- 1 01 co \ - \,� 1 „`� 'g' Ys t"i4 s r =O 4\s: ++ �' :k urF h. ' ., ',. "'%e'S' ,p ,. a:.-:� t C + y K lira (y, ,q�4•j ;4 s n �-" -ae � G ^,..f��.y}�f1gl 77 � �ptM:3A,�i t�'#`�zA".'$�.� '}fb+Y,s. ..�¢(�ite's.,"�' r'�i (fl'.g�..�J'�"xR.- � �•� ?.,y� ,`,$a" �,''�rc1„"a-{-°p.•r-'�.Ct d y 9AA ,q >>m� �;:.r..co d i gi ,� �' r� G" ^ PO a��.^, �, .. � ��i ��� ;:LOT 1.r � l r�1 -f' 1( 4 , GASGATES� � k_, 6�-- x�` � � (�' ��''•., a� v�' Teri f n nc i,a i„, �, (�rZ4) � r. +u` , �' � Y�'°�i 47 c � >Lc �� i stems 3;mJ�� wso LOT$t"�zv u}k"th..,•w'"t "� ,,v. - 'a 1 ..,.Yr .k. �'�" .P' ,z� � r ' 0 '� AIR axs 3 a 4 a i`QUAD 10 l` ' sr / fir{ R 'k M.CFIERRYr - 4 c� y 2 s P K HM AR �� E ' BENC K NAIL AT EL... 49.0 ..4ag. f✓;y APPLE •'Ia♦g �,x/_t ,[ t ryer`V i✓-•'was F.,Y / ny . 14 NN •} taste -, -i (!t(�: \i a \ 4;. `�a !„ q „ � sYa / / DIAM zTREE \ F ro 5 .,n..,g ;,,. � X-.•-j ..w ay �:}. ��Y .y���.lh g% �r�na .fi aG >P " Vyak rf 4 Y t � '' ✓ \� PAVEMENT' •iF. ,;����` �ice'' .F�' � � :�#�� �, ��M i, � ,. �\ /' - , r� rnR-u c)&_n45 __ �h PAULWORTHNGTON♦DESIGN&RESTORATIONINC 88 BOYLSTON ST.BROOKLINF,,MASSACHUSETIS 02445 a 617 713 0663 fax 617 713 0465 e-mail pwor@mindspring.com GENERAL FLOOR PLANS Douglas Mitchell & Christine Welsh 2560 Main St.,RT 6A — Barnstable,Massachusetts /Z SHEET 1—FIRST FLOOR PLAN-1/8"=110" e 10/30/12 1 1 C f i V -CIA- + � r 7S_T-ELI , k 7 PAULWORTHINGTON DESIGN&RESTORATIONINC 88 BOYLSI'ON ST.BROOICU NNF„MASSAC RUSETI'S 02445 617 713 0663 fax 617 713 0465 e-mail pwor@mindspring.com GENERAL FLOOR PLANS Douglas Mitchell &Christine Welsh ----- 2560 Main St.,RT 6A Barnstable,Massachusetts — =--- SHEET 2—SECOND FLOOR PLAN-1/8"=110" 10/30/12 po `u R+i�il�1S�-k 6•.p i 9 , I ---------- - ------ ------------- SYSTEM PROFILE PROVIDE WATERTIGHT MIN. 20" DIAM. (NOT TO SCALE) CONCRETE COVERS TO WITHIN 3" GRADE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE �J \ 62.Of' DOUBLE WASHED PEASTONE OR - TOP FOU D. EL Barnstable 60.0' GEOTEXTILE FABRIC 58' 59' Harbor MINIMUM .75' OF COVER OVER PRECAST __F PRECAST H-10 RISERS (TYP.) BLOCKS OR ,•.• 2'o MORTAR ALL PRECAST RISERS COMPONENTS H-10 (TYP.) INV'S EL. 55 3' `+ PROPOSED HE�D�S SIDES 56.0' 57.6't 10" 1500 GAL H-20 14" TEE SEPTIC TANK ;000000 (PROP. 56.40 TEE 56.15' s" MIN. SUMP ° mwmro ooSooga EXIT GAS BAFFLE . °oOOOOOoO " °° ° ° ° ° °°00000000000 12 MIN INT. DIM. o°o°o°o° ®BBB ®®��®®®® o°°°000a , ° mmm ° ° 53.0 " ELEVATION) 4' LIQ. LEVEL ACME OR EQUAL ,; 55.77' 55.6' °° °°°°°°°° RSAT£ `.: ( ) .,. 3/4"-1-1/2" DOUBLE WASHED STONE `, •' � •''�'' •'' ALL AROUND PRECAST STRUCTURES H-20 500 GAL. LEACHING CHAMBER BY ACME PRECASTOR EQUAL. RAILROAD 0000000000000000000000a0000000000000000000eoo , (6) UNITS REQUIRED ?on00000000000euoo o0o„o,00000. 19 02% SLOPE 60' 2% 28 ® 1% OVERALL DIMENSIONS: 58' x 10.8' 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [21) =Z ( MIN% SLOPE) U) 48.0' BOTTOM TH-1 (�IN% SLOPE) NO GROUNDWATER FOUND Cw LOCUS MAP 6p _ sEPric �� o SCALE 1" = 2083' 40 ASSESSORS MAP 258 PARCEL 2-2 s4 1 LE /ss ` � � °a' a2 235• �s DATUM: NGVD AA a6 es 5B L CS I r CONTRACTOR SHALL NOTIFY DIG-SAFE $ grove ey / yy 5p' I �'� AND PRIVATE UTILITY LOCATION SERVICES a9 o TEE PRIOR TO ANY EXCAVATION 6 vot h c PL i NOTES: " � I \E 61 I 1. MUNICIPAL WATER IS EXISTING �r 09 W t� cp in b W I _�;2 +66 `° m `° I W W W_� II I 2. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I ' e - 3. DESIGN LOADING FOR ALL PROPOSED PRECAST C3 Z I UNITS TO BE AASHO H-M �R=� P` 6 I 4. PIPE JOINTS TO BE MADE WATERTIGHT. e / , E,R-js � VYING 6 / desk nNC p ` q'' S6 I I 5. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 4V56p <<�mo WITH 310 CMR 15.000 (TITLE 5.) h0 / J/ y� o I 6� �16� I I 6. THIS PLAN IS FOR PROPOSED WORK ONLY AND TEE • F AGO + / 1 6� �h� NOT TO BE USED FOR LOT LINE STAKING OR ANY + GL / \ �k Ip �� OTHER PURPOSE. 7. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. kh +l + I ep i 8. COMPONENTS NOT TO BE BACKFILLED OR coo.1� h°c' I CONCEALED WITHOUT,INSPECTION BY BOARD OF �+- I HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOT 2 h9 69 1� ^� I 6`' 9. ANY UNSUITABLE MATERIAL ENCOUNTERED 626344t SF +6�' +rop' 1 ti� IWRERLL �1� SHALL BE REMOVED 5' BENEATH AND AROUND THE 14.4t ACRES � o�ti 99, h � h +h •-� I PROPOSED LEACHING FACILITY. �y 6k �• -� i �t 10. EXISTING SEPTIC SYSTEM WITHIN EASEMENT + y� 5 k 6 L. ��? SHALL BE PUMPED AND REMOVED OR FILLED_IWTH CLEAN SAND g. - - - -- �- _ „_.r _.. _ . ._ g 1144 _ 61h +6 DRIVE y • BENCHMARK: yro , i CORNER OF PAVE. g ' AT SHELL DRIVE + 9y i; I EL. 57.0' 4 PROPOSED 1500 GA . 1b L �� -20 SEPTIC TANK 60 6 y�• '1y +2 BARN APT. SEPTIC + 54--_ +6 k SYSTE O 53 + +6k• tit ,� + 6,5 52 65 + 64 51 63 ENGINEER TO INSPECT SOILS AT TIME .OF 50 61 6, Za.9' EXCAVATION (PLEASE GIVE 24 HOURS NOTICE). �o 49 +�' 60 I ENGINEER TO INSPECT INSTALLATION OF IMPERVIOUS BARRIER 48 59 �p I 58 �, I I 47 ENGINEER TO PERFORM AS-BUILT OF. SEPTIC SYSTEM PRIOR + 4s 57 I +y�NN Po TO BACKFILLING. 56 1 p0 45 55 44 54 �j 5' REMOVAL OF UNSUITABLE SOIL REQUIRED h 53 y. AROUND PORTION OF PERIMETER OF LEACHING 43 52 1 + FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET 51 SPECIFICATIONS OF 310 CMR 15.255(3) 1 Ib ° k0 50 +N gyp• + +� 49 48--- PROVIDE APPROX. 105' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT EL. 56.0', 47 BOTTOM AT EL. 52.0't. ENGINEER TO CERTIFY + +►� \ NO INSTALLATION EL EL Q 59.0 Q �i" 58.5 TEST HOLE LOGS S� S� SYSTEM DESIGN: A.H. OJALA, PE, SE 12„ 1OYR 2/1 12" 1OYR 2/1 ENGINEER. GARBAGE DISPOSER IS NOT ALLOWED TITLE 5 SITE WITNESS: D. DESMARAIS, IRS Bw Bw EXISTING 5 BEDROOM DWELLING DATE: 10/16/12 SL SL DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD IN INCH 2.5Y 5/4 » 2.5Y 5/4 USE A 550 GPD DESIGN FLOW FOR #2560 ROUTE 6A PERC. RATE - < 6 M 48" 55.0 48 54.5 I 13765 SEPTIC TANK: 550 GPD (2) = 1100 BARNSTABLE, MA CLASS SOILS P# USE A 1500 GAL. H-20 SEPTIC TANK PREPARED FOR (OWNER/APPLICANT) PERC C C LEACHING: . �l ��� �s ! DOUGLAS S. MITCHELL & 4 M SIDES: 2 (58 + 10.8) 2 (.70) = 192.6 GPD V ��n�MgS3 , off 508-362-4541 o G�AP�![mL � � IJAN'FLA. ��y T �i v fax 508-362-4541 LS LS BOTTOM 58 x 10.8 (.70) = 438 GPD OJ -A "0? CHRISTINE WELSH I downcope.com 0 Q c^ YYY \. L`v! cn C3Jrw .. '3 02. TOTAL: 900 S.F. 630 GPD No. 0 ' down CON enghae«ing, /III. 10YR 6/4 10YR 6/4 T �% �a' 6 NOVEMBER 2, 2012 civil engineer's USE (6) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) " land surveyors ' . • a s' » , Y WITH 3.5 STONE AT ENDS AND 3 AT SIDES . 9� Scale: 1939 Main Street ( R to 6A) ��/ ���IW-L YARMOUTHPORT MA 02675 io A. OJAli 132" 48.0' 120" 48.5' oJ,q 98 c r✓n_ 0 10 20 30 40 50 FEET NO GROUNDWATER ENCOUNTERED 94-045 DATE DANIEL A. OJALA, PLS, PE 94-045 CONSERVANCY-09 2560 2012 septic I j SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL.62.0 +/- ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: -- A-$JALA, SE - 2% SLOPE REQUIRED OVER SYSTEM WITNESS: /57.0 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE JERRY PUNNING I S 98 RUN PIPE LEVEL TWO RISERS ® EL=53.0'59-47 DATE• 4/r� FOR FIRST 2' < 2 MIN. PER INCH NINGfcc4y PROPOSED 1500 3' MAX. PERG. RATE 55.27 GALLON SEPTIC Z 55.0 (TEE 50.96 CLASS I: SOILS P# 9108 `c`, TANK (H- 1O ) GAS Q.3 BAFFLE 50.47 00000 CI 0 50.06 3 AT SIDES v t -ram• R. �6" CRUSHED STONE OR MECH 0 F__l ED a M Q [] COMPACTION. (15.221 [21) ELEV.. ; �� ,ELEV. g'=' g, 2' C] L� 0 O p 48.86 0„ Q 60.1' Q R 6a 1 �vk jC�<,« DEPTH OF FLOW = ' (33 % SLOPE) (-% SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE /A INLET DEPTH = 10 S.L. LOCATION MAP SCALE 1" =Z000-'.- OUTLET DEPTH 19 61, 10YR 3/2 4' - B ASSESSORS MAP 258 PARCEL 2 FOUNDATION 44 - SEPTIC TANK 19' D' BOX LEACHING 30' FACILITY S L ZONING DISTRICT: RF 81 (MAX) ** 10YR 5/4 YARD SETBACKS: 44.86 FRONT (G-W EXPECTED AT EL. 10 +/-) 50" 55.9' SIDE = SOILS CHECKED IN AREA OF LcACH FACILITY PRIOR TO Cl REAR = CONSTRUCTION OF ANY PORTI')N OF SYSTEM �e MED/COS PLAN REF. - N6 ** 4' OF SUITABLE MATERIAL CONFIRMED BELOW SYSTEM AT FLOOD ZONE: C TIME OF INSTALLATION. �4 - 2.5Y 6/4 96" yes NOTE: WATERLINE y RELOCATED SO C2 AS TO BE NOT LESS THAN 10 TO ANY PORTION OF of EXIST. DWELL SEPTIC SYSTEM C' t-jo-U MED SAND USE CAUTION IN \REA OF GAS LINES! ! '. 138 2.5Y 7/4 48.6' - NOTES: NO GROUNDWATER ENCOUNTERED I :EPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS NGV DATUM ` �^^ 2. MUNICIPAL WATER IS EXISTING (RELOCATE AS NECESSARY)r ESIGN FLOW:. 5 . BEDRCrOMS (110 GPD; _ _'�-� �, \ USE A 550 GPD DESIGN FLOW' ,,T��1 rn Rr iR" pFR FOOT. \ �G FOR ALL PRECAST UNIT .0 BE AAS: .0 L , '`' ,� � `� � � 47\� SEPTIC TANK: 550 GPD (�) = 1100 4. DESIGN LOADING UNITS T � -s `�- � co / ca __�\ \ 5. PIPE JOINTS TO BE MADE WATERTIGHT. G G 9A USE A 500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. // PP X LOT 1 f Ago LEACHING: ENVIRONMENTAL CODE TITLE V. G GAS GATES E -_4`` + SIDES: 2(47.5 + 10.83) 2 (.74) = 172.5 7. THIS PLAN IS FOR PROPOSED WORK ONLY A.tiD NOT TO BE ,) 6�_ USED FOR LOT LINE STAKING. (2)�, 47.5 x 10.83 (.74) BOTTOM: _--380,- 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOT 2 L w � `� '_'-4 7 TOTAL: 747 S.F. 553 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED USE (5) 500 GAL. LEACHING CHAMBERS ACME OR ( FROM BOARD OF HEALTH. \ EQUAL) WITH 3 OF STONE AT SIDES AND 2.5 AT ENDS ,' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 12" CEDAR --- - 49 ,� ,�" LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR r 50 TO COMMENCEMENT OF WORK. ;._.OPTIC SYSTEM IS NOT DESIGNED FOR VEHICLE LOADING kQUAD ,o• vPGRADE CHERRY �` 5��� LEGEND AS-BUILT S/TE AND SL WAGE PLAN % \ BENCHMARK: PK �St�.tev>L w NAIL AT EL: 49.0' 100.0 PROPOSED SPOT ELEVATION OF vs \ s % - 2560 MAIN STREET Y {, G -- 100x0 EXISTING SPOT ELEVATION { i 11" ENG. ' MAPLE • IN THE TOWN OF: 100 PROPOSED CONTOUR TH 1 B ARN STABLE ( VILLAGE o ��/ •00 - - EXISTING CONTOUR - �. PREPARED FOR: D. S. MITCHELL UTIL. POLE 3' DIAM. TREE {`� , �P� VtiO WATER SHUTOFF 30\ \ �� 0 30 60 120 60 �y �,� @�l BOARD OF HEALTH GRAVEL y6 O� J� DRIVE .//// h i \ 1„ _ 30' DATE: MAY 8, 1998 \ '- ' GO MA SCALE: APPROVED DATE - { �\\✓ ////�h AS-BUILT 7/14/98 off 508-362-4541 0n 1+ WA'ta 5taVttt7 fox 508 362-9880 \ PAVEMENT 1, tN Of down cape engineering, inc. �A of Mqs, ARN CIVIL ENGINEERS H. CIVIL 3 "LA N i LAND SURVEYORS Na Na 2&48 aoe �fcis-,EaEooQ'� 939 main st. yarmouth, ma 02675 - - ' --- -- JOB# 94-045 A ALA, P. DATE e. T.O.F. AT EL.62.0' +/- TEST HALE LOGS - ACCESS COVER TO WITHIN 6" OF FIN. GRADE 11TOT TO S"E) H ACCESS COVER (WATERTIGHT) To ENGINEER: D.A. OJALA, SE r ` 57.0 WITHIN 6" OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM WITNESS: .-JERRY DUNNING � �' - ''n I RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 4L6 98 __:_ i + '�":` ram. ►''11 I r-FOR FIRST 2' i ES < 2 MIN. PER INCH PROPOSED 1500 ` / 3' MAX. PERC. RATE - ----- 55.0 GA1 LLON SEPTIC �.-_- TEE 46.7 CLASS _ SOILS P# r 55.25' � \ I 9108 •' ' TANK (H- 1 O ) I GAS _ r ---- - - ---- ___- _ :. _.__ - -- ..� 48.5 ,. . 1--- __-__.-__�__. BAFFLE 48.67, `------- ---- 45.83' C� C7 � L� � C7 O C� C7� ��_-_ .,.. . . ---_ o j O C� C� I3 C7 a a 0 ti o 3' AT SIDES �6' CRUSHED STONE OR MECHANICAL ` Id,r _- - , ED CO El C7 CI ED O C7 O i ____4_____ ELEV. ELEV. COMPACTION. (15.221 [21) `-- - I 2 [] 0 = E] [� [� 0 � [] � 0 43.83 Q � I DEPTH OF FLOW = �_ 33 $ __ _ ---_____.__-__.----.___.__-__.__ _ ___ „ 60.1' _ TEE SIZES: ( % SLOPE) (_---% SLOPE) „ Q „ 3/4 TO 1 1/2 DOUBLE WASHED STUNI- ' A / INLET DEPTH = 10 _ / / / I „ S.L. „ OUTLET DEPTH = 19 _ rr V10YR 3/2 i LOCATION MAP _ SCALE 1 4' 6 l g FOUNDATION------ 44 -- SEPTIC TANK -- - - 19' LEACHING ASSESSORS MAP 2S8 PARCEL 2 -__ D' BOX - --___-__ - ---- 30' - _____ _----- 81 (MAX) FACILITY ,� S.L. �f !� ZONING DISTRICT: RF ** / /I ! YARD SETBACKS: 39.83 '/10YR 5/4 (G-`'V EXPECTED AT EL. 10 +i-) 50'.` �� FRONT = a ;55.9 SIDE _ CHECK SOILS IN AREA OF LE aCH FACILITY PRIOR TO Cl I REAR = CONSTRUCTION OF ANY POR7 ON OF SYSTEM f j } MED/COS I ! PLAN REF. - ** CONFIRM 4' OF SUITABLE ti1ATERIAL BELOW SYSTEM AT I FL00D ZONE: C TIME OF INSTALLATION. 1 I � � 2.5Y 6, 4 i 96" ( \ sue NOTE: WATERLINE REQUIRED O BE RELOCATED SO - 2 - -- \ AS TO BE NOT LESS THAN 1(' TO ANY PORTION OF I EXIST. DWELL \ SEPTIC SYSTEM MED I •` SAND ' USE CAUTION INr EA OF GAS LINES! ! ! „ ' 2.5Y 7 �4 48.6 mil, (-- --` NO GROUNDWATER ENCOUNTERED T NOTES: ' NGV DATUM SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED _ -) 1 . DATUM IS 00 r-) r%%A'- ;,7 !?r-r-,n/l r%k st- f11 f'1 r,nr.\ r1�r) trim � 4 V d ,� r��, rr �Xi ^f�nl�; (RFI__QCATE AS �CESSARY) ti C_J :.y, Y t_V r,. � v�v)wv:c),•) - rYY`lt�). ..,+ USE A 550 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. r4-7 \ SEPTIC TANK: 550 GPD ( ) -1100 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 (O i --__ 5. PIPE JOINTS TO BE MADE WATERTIGHT. _ G USE: A 1500 GALLON SEPTIC TANK G --- -- --- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. I P X. G r LOT ' , ;J i "pA�o LEACHING: ENVIRONMENTAL CODE TITLE V. GAS GATES - 4 .5 + 10. 3� 2 .74 = 172.5 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE � SIDES: -�---� --- --$ -�.__________.__.(_�____ -_ `\ (2) 6� ---- USED FOR LOT LINE STAKING. LOT 2 �,\ 4 r, 47.5 x 10.83 74 �.. � BOTTOM: -----=--- -- - - --�------�---'--- =�� 8. PIPE FOR SEPTIC SYSTEM TO SOH. 40-4" PVC. PROP. SEPTIC EASEMENT -' TOTAL: 747 S.F. 553 PD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT s•�� --- --- ------_-----G g8 I/ ,,� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED O USE �5�_ 50o GAL__ LEACHING CHAMBERS _�ACMF_OR -__ FROM BOARD OF HEALTH. EQUAL WITH 3' OF STONE AT SIDES AND 2.5' AT ENDS �` �' ---- ----- -- - -- --- ----- 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE I / ;' t2' CEDAR 49- ,' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR �Ile °�"� � °X W _--'- �� '�r � " TO COMMENCEMENT OF WORK. t aeP9 � 10 / f�1 0 9k� ,�" SEPTIC SYSTEM IS NOT DESIGNED FOR ,,EHICLE LOADING \ RE-PLUMB- CHERRY 1 �' y `- UPGRADE R LEGEND S� 1 ' BENCHMARK: PK ________ - - - SITE AND SEVyA GE PLAN \ r 100.0 , PROPOSED SPOT ELEVATION (NAiL AT EL. 49.0 OF f „- ENG� ', 2560 MAIN STREET 100x0 EXISTING SPOT ELEVATION a MAPLE y IN THE TOWN OF: 'STUMP TH1 � - � 100 � PROPOSED CONTOUR BARI�TSTABLE o \ .-(VILLAGE )--.-__-- `\�i', 100 -- - EXISTING CONTOUR - - ---- ------------_- __ PREPARED FOR: D. S. MITCHELL UTIL. POLE 3' DIAM. TREE ' �OPO WO WATER SHUTOFF 30 p 30 60 1 6 , - 20 GRAVEL\ 50 o / i BOARD OF HEALTH - -- DRIVE MA „ MAY 8, 1998 G� __ - _ _ ___...---- _ ---------- -_ - --__ - _ _--- SCALE: � 30__-- DATE: �\ \ APPROVED DATE �. r / #�►. r'4 P t 1�,�. c �•j+j�rrt71..*�. off 508-362-4541 ' ( fox 508 362-9880 o A- 2 rw*+p J a- \' PAVEMENT `• \ s r 14 4F \ down cape engineering inc. ' AERIE u CIVIL ENGINEERS 'r ckAt- Y CIVIC, LAND SURVEYORS {: JOB - 939 main st, yarmouth, ma 02675 4 -0 45 �, A H. OJALA, T. .S. DATE 0-0,�rt , p, w f ,