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HomeMy WebLinkAbout100.59.3 - Proposed Septic DesignDEPTH HORIZ TEXTURE COLOR _ MIN. PITCH 1/S- PLK h1.2" U_'.YER OF D—� Q b�rA�`rE /v 1 /8 TO 1 /2• PROJECT LOCATION a �- WASHED STONE l VE TREQUIRED SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 -SOUTH DENNIS; MASS. 42660 ' SAS°r�y� 4' CAST IRON PIPE 9-33 SCALE 5 v (OR EQUAL) MINIMUM A 1 W. FT. OF 10 PITCH 1/4' PER FT. E CONCRETE L33qzs C �srr�U'"z,sy4'�, s��b �'1Zrr3 0, ANCHOR FLOW UNE 97, t ELEV. _ -{MINN. _ V. a _ /GTS GAS 96r3 6' SU P ELEV. ' ,�y•�7 >7 ELEV. ELEV. - BAFFLE DISTRIBUTION gyp+ 0� YJ�Aa LIQUID OUTLET BOX 7? ? HIGH CAPACITY INFILTRATORS WITH 6 STONE IN AN �\ ASE I r z DEPTH HORIZ TEXTURE COLOR MOTT. OTHER D—� Q b�rA�`rE PROJECT LOCATION a �- SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 -SOUTH DENNIS; MASS. 42660 ' SAS°r�y� 9-33 SCALE 5 v IOY4fj6 A 3 10 L33qzs C �srr�U'"z,sy4'�, s��b r DEPTH HORIZ - TEXTURE. COLOR MOTT. OTHER PROJECT LOCATION a �- SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 -SOUTH DENNIS; MASS. 42660 ' DATE�/2z1r / 2000 SCALE 3--y A y 10 SHEET OF , s��b z 736 -►2b pIrv,or 3c C stroi (TO BE PLACED ON FIRM B ) TO BE WATER TESTED TRENCH FORMATION �e-5 4 FEET 14 INCHES I i X 36 X r� j /JO WATER ENCOUNTERED AT ��r ELEV Fg 1110 WATER ENCOUNTERED AT t26t ELEV. 6 FEET 24 NCJ�iES 1 5OO GALLON iF MORE THAN ONE OUTLET tt nn WELL 7, FEET 29 INCHES \ (TD BE PLACED ON FIRM BASE) SOIL ABSORPTION = NI ZONE B FEET 34 INCHES SEPTIC TANK 3/4w T sT10 ie SYSTEM (SAS) INDEX — LEGEND: DESIGN CALCULATIONS USGS PROBABLE WATER TAB.E ELEV. = EXISTING SPOT ELEVATION 00x0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR--�-00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOE ELEV. a FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW \ \7 FINAL CONTOUR ( 110 GAL/BR./DAY X � BR.) GAL/DAY N REQUIRED SEPTIC TANK CAPACITY GAL SOIL TEST LOCATION \ \ ` UTILITY POLE N ACTUAL SIZE OF SEPTIC TANK 1500 GAL " ` dSOIL CLASSIFICATION CATCHBTOWN ASIN �W / DESIGN PERCOLA71ON RATE-MIN./IN. ` a z1Q \ GAS LINE EFFLUENT LOADING RATE YQJA SQ /DAY/S.F. \_ \ \_ CLEAN OUT C /Z \ \ CESSPOOL C LEppai-VP. (t l K366 P. CAPACITY AREA X RATE) .G�� GAL/DAY RESERVE LEACHING CAPACITY ,T2 r_©GAL/DAY Z/ t NOTES: 1, ALL TITLE 55 AND THETOWNOF��� RULES AND ORM P ( 2wt d vT REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6' OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF F� j ) WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN `13f `� \ �YY / ` \ \ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.' 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL \ JJJ BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE Willi DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 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 SIZE. ELEVATIONS 7 AS SITE CONDCONTRACI ONS IS PRIORRTO COMMENCI GFY GRADES DWORKON SIM ANY WELL IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ` 4o K- & PARCEL IS IN FLOOD ZONE t { ( 2v - \ \ 9. LOT IS SHOWN ON ASSESSORS MAP 2 AS PARCEL op no \� \ -� t 10. SOIL CONDITIONS -ARE TO BE'CHECKED'AT 1HE'TIME OF'THE SOfL ABSORPTION SYSTEM INSTALLATION TO DETERMINE IF AN"OVERDIG'* IS REQUIRED. 4-1 APPROVED: BOARD OF HEALTH t0'"' o S $ Y pooCA DATE AGENT ,"•- .?b sort s I L ,1 t � e� „fir At-- cPL"s 1. f� T.A +� v DUM S iJ N 6) VOY k oA EERft j� �1r�r� PROPOSED SEPTIC DESIGN FOR C. kyrr3 r ' PROJECT LOCATION a �- SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 -SOUTH DENNIS; MASS. 42660 ' DATE�/2z1r / 2000 SCALE REVISED JOB NO. [1 71Z 11 SHEET OF LOCATION MAPNSED 02000SWEEISER