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Home My WebLink About0688 ROUTE 149 - Health #�7�9RT.149,�MARSTONS MILL A=101-007 1 I I i Q TOWN OF BARNSTA_ BLE ll LOCATION T ��/ ` { SEWAGE # VILLAGE /�1�� i'/0am-ASSESSOR'S MAP&011� INSTALLER'S NAME&PHONE NO. R .1 _ .& r,i k 4 C" SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) a NO.OF BEDROOMS DE R OWNER PERMITDATE: 7-47 COMPLIANCE DATE: Separation Distance Between Maximum Adjusted Groundw ter Table and Bottom of Leaching Facility Feet Private Water'Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland add Leaching Facility(If any )Vetlands exist within 300 feet of Teaching facility) I Feet Furnished by �Ish� s` f Lp i _ VY / - XC5 °� No. / �`' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migooar *pztem Construction Permit Application for a Permit to Construct Q�o§pp 'r( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. c®Y 1r7 Rovr /01 Owner's Name,Address and Tel.No. �I�1ll��O Assessor's Map/Parcel �y /e i e f Installer's Name,Address,and Tel.No. Desig er's Name,Address Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size a sq. ft. Garbage Grinder(/+/ Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 O gallons per day. Calculated daily flow 10f10-1 gallons. Plan Date o Number of sheets 7— Revision Date X20A ZE Title Jr*T�l. ®��-lam ii+ l lb(, Size of Septic Tank V Type of S.A.S. ��,ed T oe-rIF �✓�o ��i fl, 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 nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo ea Signed Date Application Approved b Date Application Disapproved for the following reasons Permit No. 4211 6 Date Issued I 11 TOWN OF BARNSTABLE LOCATION T let SEWAGE # ASSESSOR'S MAP &O INSTALLER'S NAME&PHONE NO.A,I ✓ L, cy/"1? 0-?2 SEPTIC.TANK CAPACITY ram/ LEACHING FACILITY: (type) 1 �Gk/ ��(� �' (size) f at NO.OF'BEDROOMS DE' R OWNER PERMITDATE: 1.9 Y7 COMPLIANCE DATE: Separation Distance Between : Maximum::Adjust, Groundw ter Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on.site.or:within 200 feet of leaching facility Feet Edge of:Wetland and Leaching Facility(If any 1 etlands exist within'300 feet of leaching facility) ; Feet Furnished by Sk . o Lf 0 o A � — 83 6 :37� - 3 1 ° , I M � No. / y`, 'ti/(/ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _)-Le, j des PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1 0[pprication for Migaal 6petem Construction 3permit Application for a Permit to Construct(4�Vpo( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No: �,, 7 ROVE/ �,�9 Owner's Name,Address and Tel.No. Assessor's Map/Parcel D t Installer's Name,Address,and Tel.No. De er's Name,Address an Tel.No. I C .15V Type of Building: �3 / �� Dwelling No.of Bedrooms Lot Size ft sq. . Garbage Grinder(47 Other Type of Building x No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 350 gallons per day. Calculated daily flow 4l¢- gallons. Plan Date ✓ 7 Number of sheets "7r- Revision Date . .OAJ&'�' Title fJ 4-1/1/ 6 P4 4AJ Size of Septic Tank sf. 4f ' ) Type of S.A.S. �LDtlf ��C c✓So �r .lG/�) ! f Description of Soil_ G -12- Nature of Repairs or Alterations(Answer when applicable) i d Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance,of he afore described on-site sewage disposal system " in accordance with he 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 by this Boar ealthl t ' Signed Date -� Application Approved,b -s - Date "" Application Disapproved for the following reasons 1 Permit No. � Date Issued —— ——————-—— ———————————————————� ———- THE COMMONWEALTH OF MASSACHUSETTS f i BARNSTABLE, MASSACHUSETTS F Certificate of Compliance r� h t THIS IS TO CERTIFY,that the On-site Sewage Disposal System Couscfed Repaired( )Upgraded( ) Abandoned(' )by at r.0 -7 /O/Z7 has been constructed in accordance +� with the provisions of Title 5 and the for Disposal System Construction Permit No. - !`dated — �'" Installer Designer The issuance of this vermit shal-bot be construed as a guarantee that the system will function as designed. Date / / Inspectors a —— No. / '� �/ Fee I THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'Wi5po-5ar *pgtem Cow5truction Permit Permission is hereby gr nted to Construct(X)Repair( )Upgrade( bandon( ) System located at 2 v /U ) 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 permit. Date: Approved by , ' MARSTONS MILLS / SHUBAEL ` BENCHMARK l l POND TAG BOLT ON HYDRANT l POLE EL.= 98.8 (ASSUMED) FLINT N Z �J l a ��/ 1 ,/ ��ti\\ `s��o LOT 2 w A.M. 101/8 ' O LOCUS ! s \ 17 / \ 6 rn#vPROPOSED LOCUS MAP ti9 \ 6 HOUSEj�- SLUICE _ 00 \ I i i �6.. `9�- PLAN REF. 24 7/144 RES. ZONE RF l� \\ \LOT 1 i I ( \\ o FLOOD ZONE: "C" AA.M.. 101/7 i REA=28,341_pES.F. I ` \ I �s ti� ASSESSORS MAP 101 C.B. '96\�; _ PROJECT L0CA TION ASSESSORS LOT 7 ROUTE 149 MARSTONS MILLS, MA. -90 a N of �Assq APPLICANT.- ee,; PAtdL FL �^ MARGARE'T =GIBBONS Rl coo 41- LOT 17 .�, ND suRv�y°Q YANKEE SURVEY CONSUL TANTS Al, ��\? `��\�� \ � `� `\ �0 ��\ �� A.M. 101/36 P. 0. BOX 265 UNIT 1, 403 INDUSTRY ROAD MARSTONS MILLS, MA. 02648 A.M. 101/9 gtuta�sue'= PH. (508)428—0055 — FA X(508)420—5555 All ID W. 71 SCALE.' 1"=30' DA TE: 517-197 CA REV.- REV.- lip, JOB NO. 51269 SHEET 1 OF 2 EL. = 106' , TOP OF FOUNDATION 20 MIN. . 10, MIN. :_: _ - 2'LA YER OF CONCRETE CO FRS 4" SCHEDULE 40 P. VC _ MIN. PITCH 118 PER FT. WASHED STONE EL.- 105.2' 6 MAX / / / CONCRETE CO VER EL. =106.#2. 4" SCHEDULE 40 PVC 3'-6" MIN. PITCH 114"' PER FT. CLEAN SAND MAX 10' FLOW LINE 25' EL= INVERT 1 10" 14„ - 103 4' `SIN - z o' s ° a o 0 0 0 GAS INVERT / 6� LEVEL f4'� a o o a o INVERT BAFFLE 103.0' INVERT/ INVERT ° ° o ° EL.= 103.2' EL. = 1026_ EL.= 102. 4' a e 0 0 °° 12" 0 00 °O ° o°°0 (TO BE PLACED ON FIRM BASE) DISTl LIBUTION INVERT ° ° ° EL.=10- MECHANICALLY COMPACTED OR 6" OF STONE BOX 102. 0' 1500 __GALLONS TO BE WA TER TESTED 11 X 32'TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 314" TO 1-112" ,SOIL ABSORPTION � WASHED STONE PROFILE 0 F SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR US'GS PROBABLE WATER TABLE ELE V. = 91. 0' _ NOT TO SCALE NO OBSERVED WATER TABLE (7113184) ELEV. =_ 91. 0_' OBSERVATION HOLE 1 ELEV.__ 103_ WATER TABLE AT WETLANDS ELEV. = 79. 0' PERCOLATION RATE _��_ MINI INCH DEPTH HORIZ TEXTURE 0-12" A/B SANDY LOAM rf 12"-96' Cl COARSE SAND GENERAL NO TES 6"-144" C2 MEDSAND COARSE P11323 7 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _BARNSTABLE____ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WA R ENCOUNTERS 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 7113184 SOIL TEST DONE BY EDWARD E. KELLEY R.L.S. WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN WITNESSED BY: BARN. B. O.H. 10 FT. OF DRIVES OR PARKING AREAS H—20 LOADING SHALL BE DESIGN Cal.L C ULA TIOIITS. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS.. . . . . . . . 3 BE MORTERED IN PLACE. INSTALL 3—4 X8' FLOW DIFFUSERS GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH WITH 4' STONE SIDES AND ENDS AND TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 12" OF STONE BENEATH SYSTEM ( I10__GAL./BR.IDA Y x 3—__ BR.) 330 GALIDA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 12' X 32' REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHO WN ARE APPROXIMA TE ONL Y, EXCA VA TION CONTRA CTOR o t4 U f a, IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS o��`� � S��i SOIL CLASSIFICATION . . . . I a PRIOR TO COMMENCING WORK ON SITE. LIE Am T DESIGN PERCOLATION RATE . . . . < 2 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS a0. 2N71 : EFFLUENT LOADING RATE . . . . . . . 74. GAL/DAY/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 414 GAL DA Y 8 PARCEL IS. IN FLOOD ZONE!_"C" �� C�S T EP 9) LOT IS SHOWN ON ASSESSORS MAP __101 AS PARCEL _ 7 __ fss'0 E (32SXR12 XE74 (32f32ACHING P2+2YX . 74 X 2 84 GAL DAY SHEET 2 OF 2 JOB NUMBER__ 51263