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HomeMy WebLinkAbout0097 CEDRIC ROAD - Health 97 Cedric Road Centerville + A= 172 — 146 ` a OPendaffor 0ESS000 4210113 ORA 10% P4. . No. .a& I — 1 Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z[ppgicatiou for ai!6ponl *p5tem con5tructiou 'Permit Application fora Permit to Construct( ) Repair(/ Upgrade( ) Abandon( ) ❑ Complete System Individual Components Location Address or Lot No. Z G etYrlG 140OW Owner's Name,,Address,and Tel.No. Assessor's Map/Parcel G&4V ea/m/e ®� v s � ! � n Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 13 Lot Size sq. ft. Garbage Grinder (�® Other Type of Building 5 Pi No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r qui ed) `�7� gpd Design flow provided 73 gpd Plan Date ® Number of sheets :Re 'sion Date Title . D . Ge Size of Septic Tank �Type of S.A.S. Q /y/ 49/:s Description of Soil �A( Q o 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 Certificate of Compliance has been issued by this Boar f He th. _ Signed Date `7C �i r-- Application Approved by - Date �'l— 3— 0 Application Disapproved by: U Date for the following reasons Permit No. a OD 01 Date Issued —1 ———------————————————————————————————————————— r No. 2 i F M t Fee Y I THE-COMMONWEALTH OF MASSACHUSETTS f.Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zlppgieation for �Digpogar �pgtetn construction vermtt A lication for a Permit to Construct `� "` pp. (`.,�' Repairt�) Upgrade O Abandon O Complete System .Individual Components � r Location Address or Lot Not.7 /7 ea'l �C MOW i Owner's Name,Address,and Tel.No. G ` v r lr n ,Assessor's Map/Parcel �j/ ll/l 0� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: I, �- Dwelling No.of Bedrooms �} 4 Lot Size �� �©� sq. ft. Garbage Grinder"( Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Z, Design Flow(min.required) `,W gpd Design flow provided ✓2 gpd Plan Date dlgln? Number of sheets Revision Date < < 7�' r G�� ra 9' �' 'rT ,Title Size of Septic Tank r //JL�j,�9Q'/. 1�,�'/51` Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) t I f' 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 Certificate of Compliance has been issued by this Boar&of Health., Signed '" ''� Date Application Approved by �, Date c/- ; 3- oC7 Application Disapproved by: 0 Date for the following reasons - Permit No. 0C)OI — D 9 X �'," Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( v) Upgraded ( ) Abandoned( )by at {� (.,,(�^�e /�, �711� 'f�Daq (.� drU has be en een constructed in accordance _ - with the provisions of Title 5 and the for Disposal System Construction Permit No. a260o - of y( �r dated Installer Designer 1 ' 4 , #bedrooms Approved desi p>fl•w 7��; A 4/ gpd The issuance of this pe mtlshal/not]b(/econstrued as a guarantee that the system wi n�c i-onus/,d/es�igyn�ed Date / j // / Inspector 1._ � / No. 00 1 ^ M9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS -Th5pogal *pgtem (.Elon5tructiott Permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon,( ) System located at 9 7 "; r'/ ' '%/� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this,perm&— J p� Date t" - D 1 Approved byr t v SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE IF NEC. (NOT TO SCALE) 1. DATUM IS ASSUMED 20" MIN DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE Street TOP FOUND. EL. 71.2' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING Oak 7.9J 2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. %-*---------------- MINIMUM OF COVER OVER PRECAST Ell Pods 8" MIN DIAM. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST ace n Three PRECAST BLOCKS OR H-10 COVER RISERS (TYP.) UNITS TO BE AASHO H-10 210 4 OSCH PRECAST RISERS 68.1 40 PVC MORTAR ALL H-10 PIPES LEVEL 1ST 2' 4 COMPONENTS 1 15:- 5. PIPE JOINTS TO BE MADE WATERTIGHT. no yam° 'I (TYP-) INVS EL. 65,8 �ENDS ES Q1 OS(PIPES HS16 4 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE oo C V,'o 0 0 0 O'c WITH 0 0000000 3 o o 02 41 01. Locus,-, 10- 1000 GAL H-10 14" ' 1. 1. TEE SEPTIC TANK %TEE , M F=_1 M M 0 E� 1=1 LED El_1_U -L=-j L=-]M of Q \66.70'±* INT. 0 a 0 ,0 ou�o 00 ',-000 0 , 000 17J LrD E2J E�l I= (RE-USE)** 00000 12" INT. DIAM. MIN. 0�, 0 0 -.3 00-0 - .0 0 0?00 0.0 0'-? S o-----O?-' F 51 F[pi ,00., 000 00000000 0 100,0) 0 - - , -,O-'o? 6' SUMP GAS BAFFLE.." 0 N o°o 000000 0-000000(w, oo 0 o°00°�00°�00 EA El P1 El r��E�A m oo..o' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 0� 1.0oo 0 0 o00000 0,00,0,0 Q, 00 0 0 0�0 O'� 66.08' 1-0 0 63 ,9, NOT TO BE USED FOR LOT LINE STAKING OR ANY 66.25 _0? ?0 Q (ACME OR EQUAL Q_4' LIQ. LEVEL OTHER PURPOSE. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. DEPTH OF FLOW = 4' 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED TEE SIZES: 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' 9. COMPONENTS NOT TO BE BACKFILLED OR het CONCEALED B OF INLET DEPTH 10" COMPACTION. (15.221 [2]) -r-) U� HEALTH AND PERMISSIONWITHOUTINSPECTION OBTAINEDY FROMBOARD BOARD OUTLET DEPTH = 1409 OF HEALTH. 10. CONTRACTOR SHALLBE RESPONSIBLE FOR(_L5% SLOPE) LOCUS MAP MIN. CALLING DIGSAFE (1-888-344-7233) AND (PROVIDE TEE IN D'BOX IF ( 1 7. SLOPE) 58. VERIFYING THE LOCATION OF ALL UNDERGROUND & NOT TO SCALE SCALE 1"=2000'± _ _ > 8% SLOPE) 5' BOTTOM TH-1 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF FOUNDATION- EXIST. SEPTIC TANK 6' D' BOX 16' LEACHING NO GROUNDWATER FOUND WORK. ASSESSORS MAP 172 PARCEL 146 FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE NO NEW CONSTRUCTION PROPOSED *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL "INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT PROPOSED LEACHING FACILITY. SITE LIES WITHIN ESTUARINE PROTECTION DISTRICT UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SITE LIES WITHIN GP DISTRICT D- WITH 1500 GALLON H-110 ,SEPTIC TANK IF NOT SUITABLE. AND REMOVED. LEGEN 99 - EXISTING CONTOUR /+ .5 X 99-1 EXIST. SPOT ELEV. 88 A(6 5 2 y 9.1 99 PROPOSED CONTOUR 5.9 [98.4] PROPOSED SPOT EL. TH1 TEST HOLE I 6.03 68.1 '2% SLOPE OF GROUND 66. 4��8.40 SYSTEM DESIGN: UTILITY POLE 7.53 XC) \68.5 /7 GARBAGE DISPOSER IS NOT ALLOWED rFIRE HYDRANT +66 34 yt, NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING Cj +68.70 DESIGN FLOW: 3 BEDROOMS (9) 110 GPD 330 GPD 1� 69.02 USE A 330 GPD DESIGN FLOW 0/ MITE PINE TEST HOLE LOGS 0.69 +6899 70.16 SEPTIC TANK: 330 GPD (2) = 660 LOT 26 B8 8.73 GARAGE **RE-USE EXISTING 1000 GAL. SEPTIC TANK ARNE H. OJALA, PE, SE 69.84 ENGINEL-I\. 67 5 15,200 WITNES,-,. DONNA MIORANDI, IRS 4(6 .66 67 68 LEACHING: S. 7.26 0 7 7 +68. SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD DATE:- APRIL 8, 2009 UTILITY 6850 EXISTING 69.93 . 68.63 < 2 MIN/INCH RISER' .6 UG DWELLING 9.54 BOTTOM 30 x 9.83 (.74) = 218 GPD PERC. RATE ES TOP FNDN. = 71.2' DECK 69.74 69.34 70.26 9.54 68.64 TOTAL: 454 S.F. 336 GPD CLASS I SOILS P# 12525 J� 69,60 6 .10.8 PI Q Cl/ USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ELEV. ELEV. 711 68.80 WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' E�p 6 099 T 69.71 BETWEEN UNITS 69.2' 69.3' GAS 70 METER A A 69.53 L S UNSUIT. LS MA UNSUIT. 10YR 2/2 TH 1 9.25 APPROVED DATE BOARD OF HEALTH 12" 6" 10YR 4 2 9.38 2 ,7 EDGE LA 9.27 273- 6 . 8 + 8.95 Bs Bs TITLE 5 SITE PLAN L UNSUIT. LS UNSUIT. 24 ic X9 2 4 9, 10YR 5 OF +69.02 X BENCHMARK .99 NAIL IN 7" 61 97 CEDRIC ROAD C1 C11 WHITE PINE Q) UNSUIT. SL SL UNSUIT. IS5 CENTERVILLE 2.5Y 5/�4 // 2.5 5/4 40'40 65.8' 65.9' PREPARED FOR C2 C2 MCS/GRAVEL PERC MCS/GRAVEL BORTOLOTTI CONSTRUCTION/O'BRIEN 96" 10YR 5/8 '96" 10YR 5/8 APRIL 9, 2009 H OF AfASS �11 off 508-362-4541 68.89 F4fIS8 C3 C3 DAN[ L fax 508-362-9880 IVIS IVIS o A. -4 DANIELA.. downcape.com A co 0J OJALA 0 2.5Y 6/4 2.5Y 6/4 N0.40 80 Cn 00WO CdOe engineering Inc. 128" 58.5' 12891 58.6' 0 ANo.465 Q civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1 0 20' SUR\J S T �VL land surveyors N 939 Main Street ( Rte 6A) 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 09-060 09-060.DWG(SBO)