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HomeMy WebLinkAbout134.41.1 - Proposed Septic Design (2)I • �r+,s 1/8- TO 1/2' 4- CAST IRON PIPE ASHED STONE VENT Y 0 6� (OR EQUAL) MINIMUM NOT REQUIRED PITCH 1/4- PER FT. z 1 CU. FT. OF CONCRETE FLOW LINE ? © Q ANCHOR �!U 10- u.,0. • • T1Q-" ELEV. r7}� Y = ELEV. = l'iai BGAAAS.E ELEV. _ ✓�.^ 6• p ELEV._ E7 " _ .... _.__ _ DISTRIBUTION _ UQUro OUTLET BOX t7EY.,r OF HIGH ACITY INFILTRATORS WITH �; I CAPSTONE IN AN 10 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED a i 6 D'X tC z ter. TRENCH ORM TI � DEPTH HORIZ TEXTURE TEST , TOP of FOUNDATION 20 FT. MINIMUM FROM CELLARSOIL OTHER OF SOIL TEST ELEV. _ 12 { 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND SOIL TEST DONE Y SW'��ETS ELNGINEERIHG CONCRETE . 1WTNESSED BY - f/,- No., COVERS 4- SCHEDULE 46 PVC PIPE MIN. PITCH 1/8- PER FT.PERCOLATION LOAM AND SEM 20'LAYER OF OBSERVATION HOLE- 1 ELEV.- 93 a RATE 2 MTN./INCH AT by INCHES OBSERVATION HOLE 2 ELEV.= 53 7 PERCOLATION RATE Z MIN.ANCH �r+,s 1/8- TO 1/2' 4- CAST IRON PIPE ASHED STONE VENT Y 0 6� (OR EQUAL) MINIMUM NOT REQUIRED PITCH 1/4- PER FT. z 1 CU. FT. OF CONCRETE FLOW LINE ? © Q ANCHOR �!U 10- u.,0. • • T1Q-" ELEV. r7}� Y = ELEV. = l'iai BGAAAS.E ELEV. _ ✓�.^ 6• p ELEV._ E7 " _ .... _.__ _ DISTRIBUTION _ UQUro OUTLET BOX t7EY.,r OF HIGH ACITY INFILTRATORS WITH �; I CAPSTONE IN AN 10 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED a i 6 D'X tC z ter. TRENCH ORM TI � DEPTH HORIZ TEXTURE COLOR MOTT. OTHER r L , i -z 1 ] �r9� P IPfr2% tcW 12£f y 2 >tLt' /fir•. Cr .vr}.4 E 4 v_ ta :.atLrS DEPTH HORIZ TEXTURE COLOR MOTT. OTHER SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 i -z 1 scop tcW 12£f y 2 >tLt' /fir•. Cr .vr}.4 E 4 v_ ta :.atLrS S 19 WCHES 1500 GALLON IF MORE THAN ONE OUTLET F A ON , 11 r u Q 4 t, 7 �c 29 INCHES IES (TO BE PLACED ON FIRM BASE) WELL I /; 09 WATER ENCOUNTERED AT E1EV. _ !2Z u f✓J WATER ENCOUNTERED AT 8 FLET 34 wn+ S SEPTIC TANK SOIL ABSORPTION' ZONE 3/4- Tat 1/2- CLEAN SYSTEM (SAS) + INDEX DOABLE WASHED STONE ADJUST FREE OF FINES & SILT LEGEND: DESIGN CALCULATIONS �. SEWAGE DISPOSAL SYSTEM PROFILE USCS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00,,0 NUMBER OF BEDROOMS NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR ----00--- GARBAGE DISPOSAL 'UNIT �{0 BOTTOM OF TEST HOLE ELEV.:_ FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW FINAL CONTOUR— ( 110 CAL/BR./DAYX. � BR.) �� CAL/DAY { SOIL TEST LOCATION REQUIRED SEPTIC TANK'CAPAgTY 100 'GAL '1 N UTILITY POLE -0- ACTUAL SIZE ,OF SEPTIC TANK 1500 CAL 1 TOWN WATER—W or SOIL CLASSIFICATION 1 . CATCH BASIN (� DESIGN PERCOLATION RATE S MIN./1N. lot', 0I GAN OEUT C LEACHING AREA RATE �0,74 CAL/DAY/S.F. CESSPOOL. C.P.O:n} - 1:ZL12 54 FT. LEACHING CAPACITY (AREA X'RATE) T'� GAL/DAY; f f '17f,33 x f.), V r RESERVE LEACHING CAPACITY $ +�f 9 GAL/DAY, NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE f REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.OF RULES D 10. A VAMANCF OF 1.4' 15 REQ"J FOR 7H'+ TOP THE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO FMIDAT10N TO PC lEv*; THAN 2' ALOVE KOH POl?TT IH ROAD. WITHIN 6. OF FINISHED GRADE f 10A. A NEGATNE WtADE OF 3/4' PER FOOT SHALL BE MAINTOW FOR A 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ;Lt i MIMRJM OF 15' FIRM THE FOUNDATTOM WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 11. ALL UNSUtiA_9XE MATERIAL SHALL BE RStOVED FR J UNDER AND 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE FOR A > .MIJM OF 5' AROUT,0 W -L i'SMI'TION SYSTEM AND EE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. REPLACED M!7H VATEi'3AL AS S7ECrM 4"t 310 C 15.2M(3� 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL. BE MORTARED IN PLACE. + - 5. NO DFTERMINATION HAS BEEN MADE AS TO COMPLI CE WM ~ - DEEDED INH ZONING REGULATIONS. OWNER / APPLJCANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. Yo.,. —• 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR TO 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS IS CALL D • \, T 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 . IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 8. PARCEL IS IN FLOOD ZONE G a y y 8. LOT IS SHOWN ON ASSESSORS MAP r AS PARCEL .1 1. ..�.-.-�.�•. .t �t t 1 , ..$' �•''� ll 1.ti Na fist APPROVED: BOARD OF HEALTH $ f j \ ; s fiu `t ay f') i ! ` -. DATE AGENT PROPOSED SEPTIC DESIGN' I FOR r 1 / N 1 --_ ! ' J , . ( • � ....._ .��� N � � CIC � 5 � t � � �, J/ . '� u/d tet: �... ! w � � ..._-- ....-.••---_:_... n � ---- •---..,_ - �� � ;y � �� '��-•� � i 1 r<� 1 PROJECT LOCATION SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE/ GUS � 2000 S� REVLsm l `(� JQB Naf- ,El LOCATION MAP REVISED 1�Es Zt�Z_ SHEET / OF 02000 S -__ETSER ENGIN "NO, �G l lG U U.