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HomeMy WebLinkAbout0064 ROUTE 149 - Health 64 Route_149: Marstons Mills A = 077 022 i TOWN OF BARNSTABLE AT10N C-�� �r %5f SEWAGE # *-H-LAGE ir�7 Aill / f ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY C LEACHING FACILnY: (type) 00 (size) !Q.I 7<'A' NO.OF BEDROOMS BUILDER OR IO&R PERMIT DATE: l/�7�1i COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet T. 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 s within 300 feet of leachin facility) Feet Furnished byry� ��rj9r C✓l�j/rr��,,.73 to 33 a�� No. Fee a 1 dI ��i/ ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS �. Zipprtcatton for MtgpogaY *pztem Congtructton Permit Application for a Permit to Construct( , )Repair( ✓Upgrade( )Abandon( ) P(Complete System O Individual Components Location Address or Lot No. 6 Owner's Name,Address and .,No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. /v ✓ Designer's Name,Address and Tel.No. �orAp4 C©l(ly &WX Cane Type of Building: Dwelling No.of Bedrooms ,3 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow / D gallons per day. Calculated daily flow ,3:V gallons. Plan Date 3 Numb r of sheets Revision Date Title 1� d ll Size of Septic Tank /5�d® Type of S.A.S. Z- 04"Yel C 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 the system in operation until a Certifi- cate of Compliance has been issued b o d He lth. Signed Date O O 3 Application Approved by •IT. Date Application Disapproved fnrr the following reasons Permit No. Z60 -S Date Issued _ r 1y N J Fee / � " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE.,. MASSACHUSETTS zfppYicatibn for M!5poodlf *p5tem Con!6truction Permit Application fora Permit to Construct( )Repair( //)Upgrade( )Abandon( ) 2/complete System ❑Individual Components •A t Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel �Q,r-, �� / ,� Installer's Name,Address,and Tel.No. ! Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building XfIir'/��(° No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 33D gallons. - Plan Date //; /7 //9 3 Number of sheets Revision Date Title K 51 i' lap :�p� ��/ �'l®l/J1° l s Size of Septic Tank �1 S`G /� Type of S.A.S. 2 "?CAD 9Q'� C s�f✓FI'S Description of Soil Nature of Repairs or Alterations(Answer when applicable) '4 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 Bo d o Health. / Signed /� Date ////D/3 Application Approved by &"1 � � • Date f I- /3, -03 ! Application Disapproved for the following reasons Permit No. 6O,3— S`/ Date Issued l l- l 3— U3 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site S wage Disposal System Constructed( )Repaired(✓)Upgraded( ) Abandoned( )by ' V'/o rD�tisr-, at � e u 1,41,?1'S .��// has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2Z�y3 7 dated i/`/3-02 Installer Designer The issuance of this peiimit shall not be construed as a guarantee that the system wi}' function as dT d. 0 Date I f 1) Inspector f_1 --------------------------------------- _ No. t7U J S q/ Fee . L) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 7, Mi!6po$al *pgtem Construction Permit Permission is hereby granted to Construct( )Repair(���U,,PP,grade( )Abandon( ) System located at .4 ��� and as described in the above Application for Disposal System Construction Permit, The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc •on7ust be completed within three years of the date of this pe �� f Date: / / Approved by �1 v s , ' TOWN OF BARNSTABLE LOCATION G—`II ¢Y ZYf SEWAGE # G[J�`�y�` VILLAGE A) A,A ASSESSOR'S MAP &LOT 0 7 7 0a2 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Clwkrd '60 (size) la Ir 7<'l-, NO.OF BEDROOMS BUILDER OR R PERMITDATE: 1I�7�i`'7 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist _ on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist s within 300 feet of leachin facility) Feet Furnished by e;yv 4er i s s �Gbr s3° 4 — I i �b TOP FNDN. AT EL. 40.63' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN ACCESS COVER (WATERTIGHT) To 6" OF FINISH GRADE ENGINEER: A.H. OJALA, PE /39.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM WITNESS: SAM WHITE, RS RUN PIPE LEVEL 2" DOUBLE WASHED PEASONE DATE: OCTOBER 6, 2003 '• '8,$'f* FOR FIRST 2' 3' MAX. PERC. RATE = < 2 MIN/INCH Locus EXIST. +� Fl ROPOSED 1500 GALLON SEPTIC L11 R 36.75' 35.0' CLASS I SOILS P# 37.0' TANK (H- 10 ) GAS BAFFLE 34.57' �«� 34:40' p p C7 Ci 0 O 0 C: 34,17 F-ICIM O M _ME: I� ( 18 % SLOPE) 6" CRUSHED STONE OR MECHANICAL ao C� Cl O C7 t� C� ELEV. fzTE 23 Jam_ Cl CI C _--�-- COMPACTION. (15.221 [2]) S 2 O Q a �� c 32.17' 0" 37.0' MIN DEPTH OF FLOW 4 % ( 3 SLOPE) ( 1 % SLOPE) TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE LS INLET DEPTH = 10" OUTLET DEPTH = 14" ��, 10YR 3/2 LOCATION MAP NTS B FOUNDATION---- 10 SEPTIC TANK 74' D' BOX 16' LEACHING LS ASSESSORS MAP 77 PARCEL 22 FACILITY 5.17' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL 24„ 10YR 4/6 35.0' BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF �-- —� C SEPTIC SYSTEM UTIL POLE PERC MS / "LAUNDRY SEWER LINE MUST 27.0' WATERLINE NOT MARKED AT TIME / �/ BE CONNECTED TO PROPOSED 10YR 6/4 OF TESTHOLE PROCEDURE. SEPTIC TANK (EITHER BY/ rF RE-PLUMBING OR VIA EXTERIOR _ SLEEVE SEWER LINE FOR EITHER / LINE) SIDE OF CROSSING WITH WATER x LINE (KEEP COMPONENTS MIN. / \ OHO 10' AWAY) , Q / DRYWELL (LAUNDRY 1210" 27.0' ;l'� NO WATER ENCOUNTERED USE SWEEPS OR PROVIDE NOTES CLEANOUTS AS NECESSARY SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS APPROX(MA I"E NGVD s� cP EXISTING Cr DESIGN FLOW: -1BEDROOMS ( 110 GPD) 330 GPD 2. r UNICIPAL WATER IS CP \ U:)t A w a�t'U IJESIGiq LVVV J. I I,JIIVIUM I 'INL t'�I l:i 1 I L' CSt 1�� h Clj h V 11. 0 Jws� cO 40 \ SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS 10 BE AASHO H—_}0 I EXIST. o \ 5. PIPE JOINTS TO BE MADE WATERTIGHT. USE A 500 GALLON SEPTIC TANK DWELL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / �c FtF LEACHING: ENVIRONMENTAL CODE TITLE V, rF—_ao.s3 cr/ inv.=38.8 SIDES: 2(30 + 9.83) 2 (.74) — 118 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT UTIL POLE TO BE USED FOR ANY OTHER PURPOSE. 30 x 9.83 ( 74) 218 ' c$� BOTTOM: 8. RIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ' TOTAL: 454 S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ' USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED f FROM BOARD OF HEALTH. I EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS BETWEEN UNITS �P4 LEGEND TITLE 5 SITE LAN PROPOSED SPOT ELEVATION OF 64 - ROUTE 149 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: PROPOSED CONTOUR ( MARSTONS MILLS) BAR N STAB LE 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI CONSTRUCTION/McCLUSKY 20 0 20 40 60 BOARD OF HEALTH v/ APPROVED DATE ' MA SCALE: 1 " = 20' DATE: OCTOBER 12, 2003 REV. 1 1/1 1/03 (MOVE ST) off 508-362-4541 fox 508 362-9880 �i H Of ���,P down cape engineering, inc. ARNE'H.�° ARNE 9� g H o OJALA ' OJA' CIVIL CIVIL ENGINEERS v No•2634A "p r1 0792 LAND SURVEYORS Elk ERE 03--275 939 main st. yarmouth, ma 02675 ARNE H. OJAL P.E., P.L.S.