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HomeMy WebLinkAbout0313 CARRIAGE LANE - Health (2) 313 Carriage Lane Centerville A=297 - 030 UPC 12534 ' 0.2-153LOP eue�wa,�r No. ®v/ Fee THE COMMORWHIALTH OF MASSACHUSETTS ' Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS .� 01pprication for Mi5poted *potem Congtrurtton permit Application for a Permit to Construct( )Repair( grade( )Abandon( ) O Cornplete System ❑Individual Components Location Addressor Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel ® ® s Installer's Name,AAddress,and Tel.No. Designer's Name,Address and Tel.No. J 6o5laS it wr'rIA> Type of Building: CX1S�i� Dwelling No.of Bedrooms y EO Lot Size q 3;6S sq.ft. Garbage Grinder(Pb) Other Type of Building Is�� _No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design.Flow t j 97 gallons per day. Calculated daily flow: gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank iCM rAr Type of S.A.S. -3- oo C S Description of Soil, Nature of Repairs or Alterations(Answer when applicable) 0 Val) r PP 64 Gbea V= 1ACAIfIN%'Co%a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss end by t is Board of H .lth. Sien'ed--CWj -— Date �E S Application Approved b > Date �5 _ Application Disapproved for the following reasons_ Permit No. ;a cc AV) off- �17 5 Date Issued No. S O� Fee /v O THE COMM64- EALTH OF MASSACHUSE ` Entered in computer: Yes • E PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS r := 3pplicatton for �Digogal 6pgtem Congtruction Permit Application for a Permit to Construct( )Repair( �a.de( )Abandon( ) El Complete System El Individual Components Location Address or Lot No:' } G /q�C L ,�_ Owner's Name,Address and Tel.No. Assessor's Map/Parcel O?© S Installer's Name,AdAdresss,,hand Tel.No. J Designer's Name,Address and Tel.No. 5145 /� 1�10W� G�PN E NCaf f I�JS` �O� Soo-'-100 -7/5- S -11128 3$6 2- Type of Building: Dwelling No.of Bedrooms LA Pf0VCbf0 Lot Size 113,651 sq.ft. Garbage Grinder( fjO Other Type of Building Remz ,& _No.of Persons 44 Showers( ) Cafeteria( ) Other Fixtures Design Flow L1 S] gallons per day. Calculated daily flow --gallons. Plan Date Number of sheets, Revision Date Title Size of Septic Tank IMD C4 n, Type of S.A.S. -2- Soo q '9-0 C cat fS Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 N%�C- N eyJ S C,e3 by G6o F. 1�Gtr No Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b y th*Board of Heal h. Sig a .`'j�' ' .,� / - Date Application Approved by � s -- Date Q -0 "Application Disapproved for the following reasons Permit No. Q CC 5 �-t*D Date Issued 0 THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE., MASSACHUSETTS Certificate of Compliance -THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired ( - graded( ) Abandoned( )by S�.,ojt s tow,-> at '3 1 3 CGt r as a c..raE. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Do a A 7\ �Inwry _Designer OIPNN iEtktt�n�C ON The issuance of this permil shall not be construed as a guarantee that the sy"�mw d. Date � t, j Inspector � a — No. �� c��o j ————— ----------- Fee U � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS *. r r :.k �igpoga[ *pgtem Congtrurtion Permit Permission is hereby granted to Construct( )Repair( <grade( AAbandon( , ) 6 f System located at -3 1'3 C c.t r L oj. a v 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: Construc . n inst be completed within three years of the dat- 0 this rm . Dater (D r1i U —Approved b'l Y Town of Barnstable �p tHE T --Regulatory Services + Thomas F. Geiler,Director + x + BARNSPABLE, ' MASS. �a Public Health Division 1639. ♦� ATFo Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desizner Certification Form Date: 6 0� Designer: PfIv -F #64V,46i j k-'S' Installer: Address: 10/ L eVA 4)-e lo Address: On Ij-Q,�- Q 5- J' was issued a permit to install a (date) (installer) septic system at 71' ca*!�� O�D',� /Top-roAok based on a design drawn by (address) r Af i dated '7 (designer) I 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank:. I(certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to fo:M-low. 1�k OF Mgss GLEN 9cti .� ERIC fInstaller's Signature) HARRINGTON No. 1070 /y �N/TAE��P� (Designer' ignaturre) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE I 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 E 1 i r 5 I 1-33.51 X 13'W X 2.0' D SITE PLAN I leaching trench using 3 FI-20 500 gal chambers with SCALE: 1 "=20' .2o• 4 of stone on sides & ends. x 87A7 cL n1RT war ROUTE 6A BENCH MARK Top OF CONCRETE M BASEMENT SLAB ELEV.=94.84' (ASSUMED) a x 9I.66• RAWN/�R�CgRp� ,32' x Ck bATf ti J � R 2 O UJ X 91 Z 97 97. t' e >>4,62, -92 x 92.28' x 90,14' Q U� Ca o (� V 00 33. �2.59 ,, p GENERAL NOTES SITE N _ 6 A 9 x w 0 . O 4 1. ADDRESS: #313 CARRIAGE LANE „ ROUTE �� .� D-Box E REMOVED ,x 94.17 2. AssEssoRs NUMBER: 297-03o BARNSTABLE VILLAGE .25 3. DEVELOPER'S LOT: 52 9 94.86' 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN LOCUS x 99.68• a• 98,5t• ON THE GROUND INSTRUMENT SURVEY. � O ® TOWN WATER IS PROVIDED TO SITE & SURROUNDING PROPERTIES. eo9 5.W REFERENCE PLAN: PLAN BOOK 260 PAGE 42 NO SCALE 6: REFERENCE PLAN: PLAN BOOK PLOT PLAN, LOCATION.• CARRIAGE NE (CUMMAQUID) BARNSTABLE, MA, � r� 0 PREPARED FOR: GREENBRIER HOMES", SCALE 1'=60', DATE: DEC BER 23. 1993 BY DOWN CAPE ENGINEERING, INC. �J o 98.3s• � 7 NO WETLANDS ARE LOCATED WITHIN 100 FEET OF SAS. '=--•-- 99,ie gravel driveway x 99aV NO POTABLE WELLS ARE LOCATED WITHIN 150 FEET OF SAS. x 94,97 9. THE SUBJECT SITE IS NOT LOCATED WITHIN A ZONE Il. 92.30, 9 approximate 1oc°tions ut"1es EXISTING �. �/ enderaf0" DWELLING B: M .. � Z Z �, Q �. ' BSMT FL EL=94G84' Di wrn rn oap full cellar p °fe, CECK CONSTRUCTION NOTES °c°fro NO. 313 N 1. Contractor is responsible for Digsafe notification c os and protection of all underground utilities and pipes.`� � 2. The septic tank and distribution box shall be set level on 6„ of 3/4"-11/2" stone. 3. Backfill should be clean sand or gravel with no RESERVE AREA stones over 3" in size. 4. This system is 'subject to inspection during ;nstallation TEST HOLE by Glen E. Harrington, R.S. 1 5. The contractor shall install this system in acccwdance oa # with Title V of the Massachusetts Environmental Code \ < and the Regulations of the Town of Barnstable. cs�- cbl 6. Provide an Acme Precast H-20 5-hole C-Box and o- 3 H-20 500 al. chambers or equal. 9 q 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic;components. LOT 52 8. Install gas baffle or equal on seotic` tank outlet tee end. AREA = 43,$51 t SQ.FT. 9. All existing inverts and site conditions shall be verified by contractor. No changes shall be made OBSERVATION HOLE � to this design unless written permission from the Designer and Board of Health has been obtained. 8 *1 10, Existing leach it to be pumped and h.�: Date of Excavation: OCTOBrR 28, 1993 9 - P r S Y. r DUNNING r Fig rec VI e; •'.. = WITNESSED B,.. .,t:kKf Jl„tiivliw ,...� �p ,. P �- •. .. . „_...,� _ I i � 'vIJl1.. j�J.. IJ l'J 4i: Y.•. .i ,1�....�� 4NllVii, i J/1J fI� 1117,G v • J\ .V.,V.,.' , PERFORMED BY: J. JODICE -� �r D 12. Existing D-Box shall be replaced pric,r :;, installation of SAS. " PERK RATE: LESS 'THAN2 MPI (ASSUMED) __- l..- • Test Hole r ` T�sE F1alp ' I No. 1 _ No. 2 DEPTH SOILS ELEV. DEPTH SOILS ELEV. P 8 4 6 0 0 IOP h SUB OP do SUB ai0' 1-20'E"M1. ticcr s NAwaLeE 24" SOIL 24• Soil N, TEST HOLE #2 a' `O� ?� 5' v` O n T (A mediummedium P N =C3 - C3 24„ 34" WhiteWhitel0 .and vend � 1 no water: encountered f� Z STEEL REINFORCED PRECAST p`ANCRETE 3 H-20 500 gal. chambersDeSIQn Calculations PLAN VIEW END—SECTION Number of Bedrooms: 3 EXISTING + 1 PROPOSED, = 4 TOTAL a ;� f w Garbage Grinder: NO, GRINDER NOT ALLOWED WITH THIS DESIGN p D H-20 500 GALLON CHAMBER Septic Tank.Capacity Required: 440 gpd x 200% = 880 gpd. NOT TO SCALE Septic Tank Capacity Provided: Use Existing 1,000 gal. H-10 Septic Tank. h1.$E ACME PRECAST OR EQUAL Leaching Capacity Required: 440 Gal./Day 4 Leaching Area Required: 440 Gal./(0.74 Gal./Sq.Ft.)=595 Sq.Ft <O ��, �'(N4FMfq PROPOSED SEPTIC SYSTEM UPGRADE Proposed Leaching Structure: 1-33.5'L X 13'W X 2'D Leaching Trench PREPARED FOR Leaching Area Provided: 617 Sq.Ft. LEGEND ° t,, , .Proposed Leaching ,Capacity. 457 gpd. > 440 gpd. req d. WILLIAM FLEMING ET UX EXISTING LEACHING PIT { I +j } cn AT (to be Pumped & Poled) #313 CARRIAGE LANE Existing Dwelling o o EXISTING 1,000 CAL "9f A� BARNSTABLE (CUMMAQUID), MA 10' min. from *NOTE: ALL PIPES ARE TO BE 4" DIA. SCHEDULE 40 P.V.C. H-10 SEPTIC TANK f' house to septic tank • A=_40.00' ; P NOTE: INSTALL GAS BAFFLE OR EQUAL ON SEPTIC TANK OUTLET TEE. r -"PREPARED BY: cellar septic conk cows must b. R=91850.Oo' DENOTES EXISTING wall { rithin 6'or finished grade Finished grade over sysaE=2% slope away X 104.46 SPOT GRADE EX,Sn of DIST. Box Existing Grade Ele¢-94,5"f ROUTE 6 'GLEN E. H A R R I N GTO N, R.S. T 9 LEDA ROSE ` LANE _ D-Box cover must be MIn. 2'-1/6'-1/2' 1 chamber eowr must be 95 EXISTING CONTOUR s= 0.02' within 6' of r ished grads double shed stone within 6' finished grade 2•m;;r Level for 2' n' EXISTING s..01 T P .-93't APPROX. LOCATION � 1000 GAL. �` EXISTING WATER LINE MARSTONS MILLS, MA 02648 i a SEPTIC TANK IR 13' _ .45' " c s BAf a - e o 00 0 2P MN. APPROX. LOCATION TEL: 508-428-3862 s ". " " 33.5' rent ev.= 45' �T`-6-- EXISTING GAS LINE FAX: 508-428-3862 O1 E 'aLEACH TRENCH s > 3't(S'of pervious soli to be verified at tkne of inetr,Ilotlon) 6'OF 3/4'-11/2'sTONE s > n - _ Approx. Bottom of Test Hole elev.=8T.0n"'. ., SCALE: 1 =20' DRAWN BY: GEH DULY 18, 2004 SYSTEM PROFILE FILE: FLEMING SHEET 1 OF 1 6"OF 3/4'-11/2' STONE Not to Scale DATUM: ASSUMED i I .: