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Home My WebLink About0060 BIRCHILL ROAD - Health 60 Birchill Road Centerville A = 189 025 0)xfford NO. 1521/3 ORA c. 10% No. aooa l G THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS 01pprication for Oigpooaf *potem Cow6tructiou Permit Application for a Permit to Construct( )Repair(x)�Upgrade( )Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. 60 B i r c h i l l Rd. Owner's Name,Address and Tel.No. Assessor's Map/p 1 Centerville Kim Holmes M 1 P 025 Installer's e,A ss d Tel.No. Designer's Name,Address and Tel.No. "`m. `. I�°obinson Septic Servic Craig R. Short, PE P.O. Box 1089 P.O. Box 1044 Centerville, MA 02632 S. Dennis, MA 02660 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building res i den t a_i_L 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) we will install a new Title-5 septic system to the plans of Craig R.. Short #1 -937 dated 10/16/0 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 by this Boar Health. > �✓ Signed Date/ — Y—-5 �Z-- Application Approved by Date l0 a2 5y Application Disapproved for the following reasons Permit No. a ocg —q .7,? Date Issued •�..r ,,,�. . fir,.. _ _ .. _. _. i � _1« �� ,_-�`_ T� w,... .. ee50 00 No. �O .�F ` THE COMMONWEALTH OF MASSACHUSETTS. Entered in computer: Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLES MASSACHUSETTS "-- " 2pprication for Mtopooal OpItem Conotruction Permit. - Application for a Permit to Construct( )Repair(x*Upgrade( )Abandon( ) ®Complete System El Individual Components Location Address or Lot No. 60 B i rch i l l Rd. Owner's Name,Address and Tel.No. Assessor's ap cel Centerville Kim Holmes �lry-P 025 ,- Installer's , e,Address, d No. _Designer's Name,Address and Tel.No. Nwh"'m. n,. k0el.nson Septic Seraic Craig R. Short, PE P.O. Box 1089 P.O. B& 1044 Centerville, MA 02532 S. Dennis, MA 02660 Type of Building: Dwelling No.of Bedrooms Lot Size sq,ft. Garbage Grinder( ) Other Type of Building rp.Gi r1Pni-a i 1 No.of Persons 1` `'� 'Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Dates Number of sheets Revision Date Title z Size of Septic Tank Type of S.A.S. Description of Soil A ' •• �� we will int;tall, anew Title-5 Nature of Repairs or Alt e ations(Answer when applicable) septic sye3n to the plans of Craig Rk.Short #1 -937 dated 10/16 02. , Date last inspected: Agreement: The undersigned agrees10 ensure the construction and maintenance of the afore described on-site sewage disposal system µ, in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- 4. of Compliance has beenissued by this Boaz Health. Date/ Signed ` aZ- Application Approved byF. 1E— ZDate 14 d 5`_ Application Disapproved for the following reasons t Permit No. 00 )off y .7,? Date Issued THE COMMONWEALTH OF MASSACHUSETTS Homes BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(xx)Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Sesti&me at 60 lkirehill Rd. , Centerville has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a00'9'W dated a 5 Installer Wm. E. Robinson Sr- Designer �_ The issuance oft// pe t shall not be construed as a guarantee that the system i c 'o deli Date F 6 3 Inspector No. o oog` FJ50 .00 Holmes THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Miopogar *paem (Con5trurtton Permit Permission is hereby granted to Construct( )Repair( x*Upgrade( )Abandon( ) System located at 60 Birehlhll Rd. , Centerville 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: /D ' a 5--0C;1) Approved by Da--taco- TOWN OF BARNSTABLE� LOCATION e,'V f X G 44d) )ecll SEWAGE #r VILLAGE "'"��y l�Ls ASSESSOR'S MAP & LOT —6 Z INSTALLER'S NAME&PHONE NO. �g s a z.- -9-7 97-2 �. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) J`'—4 v'L ' �`�' (size) NO.OF BEDROOMS ._ BUILDER OR OWNERS J PERMTTDATE: '2— ___COMPLIANCE DATE: - Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Feet Private Water Supply Welland 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 Feet within 300 feet of leaching facility). Furnished by l 1 c I 0 TOWN OF BARNSTABLE � LOCATION G U SEWAGE #(.�aL G/-7 VILLAGE � -`�-u v�J JL` ASSESSOR'S MAP &LOT -6 Z INSTALLER'S NAME&PHONE NO. G a s z--- `'3 7 81 V Z SEPTIC TANK CAPACITY J 9-0-0 LEACHING FACILITY: (type) /,4- (size) NO. OF BEDROOMS 3 BUILDER OR OWNER AVA .4 f/Z,;4,e.s PERMIT DATE: 16 S°'G 2— . COMPLIANCE DATE: 4-/%""ej 3 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 �� . - � .�. , 0 II �� / � ��, i ` - �2 y�, o � i TOWN OF BARNSTABLE LOCATION Ls d � � t .� SEWAGE # VILLAGE C:ems, ASSESSOR'S MAP&LOT 6 - LI INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) t (size) NO.OF BEDROOMS t BUILDER OR OWNER I II t A PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater 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 wetlands exist within 300 feet of leaching facility) Feet Furnished by t (®.•�� } `o� �......r^�' / �/ �: Q,/ T SOIL TEST TOP OF FOUNDATION 20 FT �.41NIMUM FROM CELLAR DATE OF SOIL TEST - 1. 0/9- ELEV. = ZO�'O 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY _ 6 �St7o� _ ___ CLEAN SAND WITNESSED BY _w^^ •__ '?�� 's'r• (ASSUMED) CONCRETE OBSERVATION HOLE 1 ELEV.-_ COVERS LOAM AND SEED a" SCHEDULE 40 PVC PIPE PERCOLATION RATE _��-_ MIN./INCH AT INCHES MIN. PITCH 1/8" PER FT 2" LAYER OF DEPTH HORIZ TEXTURE COLOR MOTT. OTHER / LEGEND: a_ ~- ,412 WASHED STONE �y � 3. 9 9.",.��+ -17-t _ VENT EXISTING SPOT ELEVATION 00„0 4" CAST IRON PIPE 99,GM..� NOT REQUIRED EXISTING CONTOUR - --00---- 3L'' 03 ` r (OR EQUAL) MINIMUM FINAL SPOT ELEVATION PITCH 1/4" PER FT FINAL\ SOIL TESOT LOCATION --cp .(z C.1 C o �-/ / FLOW LINE �- � 9G. 7S °i UTILITY POLE -�- _ 2-7-9-9- 10" ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ TOWN WATER =W W- r C �.-reab41-. / GyA PLUMBING ELEV. - MIN TO BE RAISED % / ELEV. 9 L••4z_ LEVEL °°° ° ° CATCH BASIN `®, L O i i � 7/` ❑ ❑ ppp ❑ C„� pp ❑ ° GAS LINE AND RE-PIPED BY p 6" SUMP L. 7 ° CLEAN OUT C �. LICENSED PLUMBER ELEV. 9G-'�_7 GAS ELEV pL 33 ELEV. _ __� ° q ° BAFFLE = L____ 9 ° /° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ° 2' ° C31 Cvas Q AS NEEDED DISTRIBUTION LEv = °°° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° q CESSPOOL C.P I s4�d (QUID OUTLET BOXG_Oc�/ ° /O ° ° ELEV = 141�� 3Z. 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) 2 - 500 GALLON DRYWELLS WITH E TO BE WATER TESTED i ' 5 FEET 19 INCH S IF MORE THAN ONE OUTLET STi,NE IN AN LL /`/cwATER ENCOUNTERED AT _�_�__ ELEV. _ �'8_ G 6 FEET 24 INCHES 1500 GALLON TO BE PLACED ON FIRM BASE) l3 X 2Sx 2� TRENCH FORMA ION ST WELL N/p`Ii1` 8 FEET 34 INCHES SEPTIC TANK SOIL ABSORPTION ZONE 3/4" TO 1 1/2 .;LEAN INDEX ^.' DOUBLE WASHED STONE ADJUST DESIGN GN CALCULATIONS FREE OF FINES do SILT SYSTEM (SAS)SJ� SAS PROBABLE USGS ^1 R TABLE ELEV. � _ � NUMBER OF BEDROOMS 3 GARBAGE DISPOSAL UNIT ti�G SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( ; / ) ELEV. = _ Z TOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ GAL./DAY REQUIRED SEPTIC TANK CAPACITY a GAL. ACTUAL SIZE OF SEPTIC TANK 24___bjO GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE �Z_ MIN./IN. EFFLUENT LOADING RATE , GAL /DAY/S.F. < oU, LEACHING AREA /,3�jc P.S f 7G A z �7 SO. FT. LEACHING CAPACITY (AREA X RA.TF GAL./DAY RESERVE LEACHING CAPACITY _/ GAL. DAY 00 NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E.P TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE / DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FiN,SrED GRADE. ^sh£D I / 3. ALL COMPONENTS OF THE SNNITAR" SYSTEM SHALL BE C4PAEL.L OF / WITHSTANDING H-10 LOADIN,, UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OV DRIVES OR PARKING AREAb. ,F 4. ANY MASONRY UNITS USED TO BkING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 0 E, rev 5 NO CETLRMINATIO+: !-SAS BEEN MAIDE AS TO COMPLIANCE WITH �`, r DEEDED OR ZONING REGULATIONS. OWNER ; APPLICANT IS TO LOT 6 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY /sr AREA 16, 700� SF 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ��• SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION N., IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ^'� ` ■ 95.44 IMMEDIATELY. \ ' 8. PARCEL IS IN FLOOD ZONE C - D£CK 9. LOT IS SHOWN ON ASSESSORS MAP _ ��_ AS PARCEL __ 25 _. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. FENc'E «,.L:` 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED �"/ APPROVED: BOARD OF HEALTH No. 27483 `=` ��•' f , 3/ 94 l �� ./• DATE AGENT I / 99 4 M' PROPOSED SEPTIC DESIGN FOR '41 / ROU lE 6A �� , •� E Wm. Robinson/ Holmes fy, 9 � 98b LOC. LOT R 97.8 \ 60 BIRCH HILL RD, BARNSTABLE OHO 2 R WESTERN MW oAD A X P. 0. BOX 1044 398�831I SOUTH DENNIS, MASS. 02660 ' cocas I e'er s ,,,,� ��ti� DATE OCT 16, 2002 scALE 1 „ = 20' gee 97.0 o REVISED JOB N0. 1_937 - LOCATION MAP REVISED _ [SHEET 1 OF 1-1 FB 190/44 C• �58\PRO.1�2.J75 00 'd,r 2J75-00.DNU 0 2002 CRAIG R. SHORT, P.E.