Loading...
HomeMy WebLinkAbout0036 CLAMSHELL COVE ROAD - Health 36 CLAMSI= ELL COVEN �Qo1ACOTUIT -`_ A =006 008 -- F } ,. t No. Fee I j z ` THE COMMONWEALTH OF MASSACHUSETTS +Entered in computer: Y w PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,, MASSACHUSETTS 01ppricatipu for Mioogat *pgtem Com5truction Vertuit Application fora Permit to Construct( )Repair(V)Upgrade( )Abandon( ) ['/Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. - )6 G/ai�s�ell e! air r Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 `9 Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( 4 Other Type of Building_Re5/ �'eGeNo.of Persons Showers( ) Cafeteria( ) Other.Fixtures Design Flow Ila gallons per day. Calculated daily flow . dlIons. Plan Date /Z Number of sheets Revision Date Title Size of Septic Tank /SOIL L+/ la®G"� ,4G� �I ype of S.A.S. �/� S��'Bp0 /1_4i ' Description of Soil Nature of Repairs or Alterations(Answer when applicable) :Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place thq system in operation until a Certifi- cate of Compliance has been issued b his Bo d of ealth. \,, Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. V"" Date Issued J� I ————————— ------------------------------ THE COMMONWEALTH OF MASSACHUSETTS ePo _6:909" BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( Upgraded( ) Abandoned( )b�' ® ©Z1_P111I e WS 1 at Cd L// has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.91&ZjWdated Installer Designer The issuance of this permit sh 1 n be)co strtl as a guarantee that the system will function as designed. y I Date /n Inspector c'/ -------------------------------�y--------/'�., No. Fee., r G/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Migpogar *p.5teut otv5truction Vermit Permission is hereby grantyd to of struct( )Re/�r( Upgrade( )Abandon( ) System located at 30 c1�f1�1 J�li�/ C®G'� 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 thisPprmit. Date: Approved G// ��' 1 f Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E . Mass. Registration No. 29733 Phone 508-428-3344 Fax 508-428-3115 e-mail: psullpe@aol.com January 18, 2000 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: 36 Clamshell Cove, Cotuit (Map 6 Parcel 008) Dear Board of Health, This letter is to certify that the septic system at the above referenced property was installed in accordance with the plan of record. If you have any questions, please feel free to contact me. Ve truly yours, �SIQ) Peter Sullivan PE Sullivan Engineering Inc. cc: Paul Caprio `��OF Bortolotti Construction PETER SULLIVAN NO.29M j CIVIL Members of American Society of Civil Engineers, Boston Society of Civil Engineers l TOWN OF BARNSTABLE �°G LOCATION ® C//Q0 S Cavf SEWAGE # VILLAGE ASSESSOR'S MAP & LOT 60�`�1® INSTALLER'S NAME&PHONE NO. _G -I�dr�if�� GPI>< iaw 4(27 1.a1,26 SEPTIC TANK CAPACITY /00 Ggt t l.00o C-C ",0 f"�e- LEACHING FACILITY: (type) 2d 6,r( 6w4 Z-4,w),-3 O (size) 3S xs NO.OF EDROOMS DE R OWNER -I P P TTDATE: 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 64,-,L iS`GQ Gs 1 sTv�►� ��h Pv"�P �� C1dam4P� �g�, ,�36 ���� s9' 39` SI;' 3,, o�,.F�r „� TOWN OF BARNSTABLE LOCATION /�OSyr � � SEWAGE # �ys� VILLAGE �7Iv1�" ASSESSOR'S MAP & LOT O© -5J-03 INSTALLER'S NAME&PHONE NO. R=��a�d/f r G '�f'�tifia� �/�`� s SEPTIC TANK CAPACITY /mod Grl t I,oac GEC Q,�P !/ d,4<; LEACHING FACILITY: (type) Y0 6,eC !Wti /411-ILY (y� (size) /.I e DROOMSR OWNER ATE: i��i3"/�y 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) d Furnished by /k/Z Ip ,GS 9F- z _........... Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 428-3344 fax 428-3115 e-mail:PSullPEQaol.com October 9, 1998 Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 RE: 36 Clamshell Road, Cotuit Dear Board of Health, Please be advised that I have been retained by Paul Caprio to upgrade the septic system at the above referenced property. We will begin work as soon as reasonably possible. Please call if you have any questions. Thank you i truly yours, Peter Sullivan PE Sullivan Engineering Inc. Members of American Society of Civil Engineers, Boston Society of Civil Engineers FG.39.0 DESIGN DATA POPONESSE'T.T BAY r t Single family-4 8edroom �.. 27.0 With no Garbage;:Grinder DaiIyTIow IIOx4=440 GPD 26,8 1500 Gal Ions Pump 35.0 :Septic 1 00 Gallon44 Septic Tank=880 GPD Septic Tank Chamber Top EL36.0 }_.35.4 Bof.E1.33.0 � 35.2 � LEACHING-AREA �•-�. _ 8eddinq os 440 GPD/0 T4=.595 7-SF Required Per Tills 5 28''_ Sidewail 2(12'+35.)2=188 S.F. ICI l0.5' 10' 12• BottomAreo-Ii'x35'= -420 S.F .608 `SE Total Provided (Min.) ;LEACHING tCHAMBERDESiGN Ground Water Less Than El.5.0 NGVD Per T. B.Ground.Water } A►ll�P pes to'.be SChedule40:-Use �O Contour Map j Chambers Ina" a _ I f 4 tone ` Y 2 X�rJ'�Mashed S F1eld�a3 Own x t ST p -- E5 Mp OL �o• CN , `DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM MOTES TyI� SePTtC TANK :- \ �102tbScole • f.WaterSupplyForThis'Lobs Municipal Water. 2 Location of Utilities Shown on'ThisPlan Are Approx. At Least 72 Hours Prior to Any Excavation ForThis Proieet The ContractorShall Make The Required Notification to Dig Safe(1-800-322-4844) t ' —E•XI ST CESSPoots To BE P►JMPED &'The Contractor is Required to Secure Appropriates 1 3g 4' PUT AND 13ACKF1 LLED WITH CLEAN Permits-From Town Agencies ForCoflstroctloe p ";Defined byThis'Plan... -. MATERIAL, X I rRssaRve ' - + - ENGINEER TO N6RIF`I -SOIL CONDITIONS 4�InstallRisers as Required toWithin 12!.of i DURING INSTALLATION OF SYSTEM, Finished Grade.pRtMARy ,. tZl t = WATER SERVICE a-5EWAGE FORCE MAIN 5.All StructuresBdried FOYr Feet or More OrSuKject• o, • To BE CLASS ISO.PRBS5111A RIPTa 6- 5►-1ALL BAr to Vehicular Traffic lobe H-20 Loading. PRESSURE TE6T6D TO ASSURE WATERTIGHTNESS, EL Septic System to be Installed in Accordance With X 1. % ' 310 CMR 15.00 Latest Revision And The Town of ROgp Barnstable Board of Health Regulations 1 ,• Cw�. T. All Piping to:be Sch.40 PVC. PLAN# N.rS i 0"0 OPEMNc AWW FW M.N. J FRAME B COVER Tv • ..;•• ; NEENAN P1793 AL yP OF PLAN VIEW A p"Ox LOCArioN tam :�"EXTRA G REAW Lkwor PIPE M SL*V Rr O To asr BOx PETER Scale: I =50 fLOArS to �_/ ;n SULLIVAN R+ 4"0 uvLEr •' S NO.29733 ft!LHPPOwER CA&E6 FLOAT Pia£casr asrP CIVIL CVNrROL CA TO BE37//TABLE i. j CHAMBER. ' FOR MR B(/R/AL OR PLACED !N CONOr,1T ALL /N ACCORDANCE . : :.A• :: / WpX LOCAL NL.Oc a was COIOlEB. DESIGNING,ENGINEER MUST SUPERVISE Finish Grade .•INSTALLATION AND CERTIFY IN WRITING THE SYSTEM WAS INSTALLED 1N STRICT `��✓�• ago ACCORDANCE TO pia Filter M Fabric Compacted Fill COAUff rArav PUWP CMAWER _ R PEE to rAIL pftaysro r/N/sv Assessors Map 6 Pea Stone FOR P IMI`LIVE a FLOAT MOVE EL.•28.0 COMM �° Parcel 8 /ICE FV aE�t/sED Ar r0P AAO b�_ 70 0-BOX—+ jn AAD wrrcw OrPLNP 0"WER— • LAY PAW LEVEL UM/L M/N.t•COVEN CAN BE MABYTAINEA SITE PLAN • Leaching „ �� JIMPTIC 'o snav • :-r'/sac eoPVC rOREAam PIPE N Chamber Double she rEALcmF'LoArLrmcaYrea 2s.4 PROPOSED SEPTIC UPGRADE Double Washed : !rr>�cAt OFM NOT PIP 64LK av NAOI/NE OU/N. Slone Exrfis ACr snwAe;G POLL.44QSAL- A T _I AL.iRLroNEL 24.s _ ,i, — vEaw FORCE MAX 36 CLAMSHELL COVE ROAD n ItwON EL. 24.I t�-0 PWPOfFCL 23.1 ,i : COTUIT, MA CL 22.1 BOrTOIr OF CmAfBER CROSS SECTION. OF CHAMBER FOR «' � `�:.�:f:�P.`9�,�9�=6,v,A!wls+eo sraAe PA U L C A P R I O :NOT TO SCALE PUMP CHAMBER L1Eraa.e Itrs SCALE AS SHOWN DATE DEC. 7 1998 use a tow Gallon Septic tank and waterproot the complete tank SULLIVAN ENGINEERING INC. AN penetratkxrs to be water tight 0 STE R VI L L E, MA q �7 �.