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HomeMy WebLinkAbout992 West Yarmouth Road Proposed Septic DesignDEPTH HORIZ TEXTURE COLOR 1/8" TO 1/2` OTHER 3.00 4`, CAST IRON PIPE A X MAX: WA5HED STONE X MIN. NO (OR EQUAL) MINIMUM 10-22 _ - NOT REQUIRED LOAMY SAND t0YR6/6 10YR4/2 PITCH 1/4" PER FT. i 1 CU. ET. OF C1 MEDIUM SAND 2.5Y6/4 NO WATER ENCOUNTERED AT - NIL ELEV.. _ NO., CONCRETE 46=120 C2 -FLOW LINEX o ANCHOR ROOTS Et EV. X 10 -TMIN. - 22-46 C1 - 1EIEV, e. x°lU" o ELEV. +X GAS _ " V. m �X ELEV.: fi` SUMP _ �>G 6-120 BAFFLE .TEIEV. _ 2.5Y6/4 DISTRIBU ZION LIQUID OUTLET FREE OF FINES & SILT ELEV. - 4 HIGH CAPACITY INFILTRATORS WITH LEGEND: '4';FRY (TO BOX "X -- STONE, IN AN Z BE PLACED ON FIRM BASE) 14 INCHES SEWAGE TO BE WATER TESTED' , X DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-10 A LOAMY SAND 10YR4/2 NO ROOTS 10-22 B LOAMY SAND t0YR6/6 10YR4/2 ROOTS 22-46 C1 MEDIUM SAND 2.5Y6/4 NO WATER ENCOUNTERED AT - NIL ELEV.. _ NO., 10-22 46=120 C2 MEDIUM SAND 2.5YB/4 ROOTS PROPOSED ° SEPTIC'':DESIGN FOR DAVENPORT REALTY TRUST PROJECT LOCATION T �m 992 Tir. YARI OUTK RD.,., YAR. Srim ZWGDV=MG 235 GREAT WESTERN ROAD 508= P. 0. BOX .713 , 398-3922 SOUTH DENNIS,. MASS. 02660 GATE MAY, 22, 2001 SCALE .1 u — 29' REVISED JOB N0. P13 , �; DEPTH HORIZ I TEXTURE - - COLOR MOTT. OTHER 0-10 A LOAMY SAND 10YR4/2 NO ROOTS NO WATER ENCOUNTERED AT NO ELEV. +� NO NO WATER ENCOUNTERED AT - NIL ELEV.. _ NO., 10-22 8 LOAMY SAND 10YR6/6 ROOTS SYSTEM G'� (SAS)INDEX ZONE 22-46 C1 MEDIUM SAND 2.5Y5/4 DOUBLE WASHED STONE 6-120 C2 MEDIUM SAND 2.5Y6/4 $ENCHMARK: � PROPOSED ° SEPTIC'':DESIGN FOR DAVENPORT REALTY TRUST PROJECT LOCATION T �m 992 Tir. YARI OUTK RD.,., YAR. Srim ZWGDV=MG 235 GREAT WESTERN ROAD 508= P. 0. BOX .713 , 398-3922 SOUTH DENNIS,. MASS. 02660 GATE MAY, 22, 2001 SCALE .1 u — 29' REVISED JOB N0. P13 , �; 5 FEET.. 19 INCHES.' 'INCHES 15 G00 GALLON IF MORE THAN ONE OUTLET 1 X36 X 1 '..,TRENCH FORMATION 6 FEET 24 7 FEET 29 INCHES FEET �+ T SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL N A NO WATER ENCOUNTERED AT NO ELEV. +� NO NO WATER ENCOUNTERED AT - NIL ELEV.. _ NO., . B .34 INCHES 3/4" 70 1 1/2- CLEAN SYSTEM G'� (SAS)INDEX ZONE DOUBLE WASHED STONE ADJUST $ENCHMARK: � FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS 3 coNc. B�uNv SEWAGE DISPOSAL SYSTD.4 PROFILE USGS PROBABLE WATER TABLE ELEV, - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS -3 , EI£YAnON= 10000' NOT TO SCALE OBSERVED WATER TABLE ( / / )ELEV. EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST HOLE ELEV. - _ X _ FINAL SPOT. ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR ( 110 CAL/BR./DAY X 3 ER.)_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY SOIL TEST LOCATION _j$Q_ GAL -- UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL - ,1Qo Od .TOWN WATER'—WSW in SOIL. CLASSIFICATION .�J..• CATCH BASIN DESIGN PERCOLATION RATE <_ 5 MIN./IN. _/ GAS LINE EFFLUENT LOADING RATE.7}- GAL./DAY/S.F. CLEAN OUT C LEACHING AREA ..733 SO. FT, _ * CESSPOOL C.P. Q LEACHING CAPACIITIYY (AREA X RATE) '1:QQ'GAL./DAY \ 474.33 X 0.74 RESERVE LEACHING CAPACITY LQQ GAL./DAY • NOTES: - 1. ALL WORKMANSHIP .AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TO%N OF ___YeIVQURL-_ _' RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF _SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALLBE BROUGHT TO, O WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF �T , WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR _WITHIN ' 10 FT, OF DRIVES OR PARKING AREAS.- H-20 LOADING SHALL'SE O4. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. . . ? 0 72 =. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL, BE MORTARED IN PLACE. _ N - ------ --- - - 5. NO DETERMINATION HAS BEEN :MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 08TAIN 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 'SITE.- 1 T 02 77 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATTONS AS WELL AS ' S TE CONDITIONS PRIOR TO COMMENCING. WORK ON SITE, ANY VARIATION 2.aT , IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. ~ O I 8. PARCEL IS IN FLO60 ZONE __ 0 C- = k 107.25 k p 35 9. 10. LOT IS SHOWN ON ASSESSORS MAP. 124 AS PARCEL - 27 A NEGATIVE OF 3/4" PER FOOT SHALL BE MAINTAINED LOT 8 .GRADE FOR A 26.00' 30191 l i, 1 11. M!N!MUM OF 15' AWAY FROM THE FOUNDATION. A VARIANCE 23 736 ' S.F. A OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION 70 BE . 10 `. LESS THAN 2' ABOVE THE HIGH POINT IN ROAD. • [ �A`y24(YrV , 11f k 1p3'Eg g i k 1 p _ LLcou F '586 4 0. BOX, N:31 4, APPROVED: BOARD, OF; HEATH r. o o Q 4 s. W r•I o -ES o 1 z c - 106.1�j Ori.'V/[' v. /. C h 1 1 k 98. Q^ �, �� DAT �A�+ENT - PROPOSED ° SEPTIC'':DESIGN FOR DAVENPORT REALTY TRUST PROJECT LOCATION T �m 992 Tir. YARI OUTK RD.,., YAR. Srim ZWGDV=MG 235 GREAT WESTERN ROAD 508= P. 0. BOX .713 , 398-3922 SOUTH DENNIS,. MASS. 02660 GATE MAY, 22, 2001 SCALE .1 u — 29' REVISED JOB N0. P13 , �;