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HomeMy WebLinkAbout14-A07620`-5 1/8" RIDGE 0 —n° TOP OF FOJI PORTIONS Or EXTENDED ROOF ON SITE BY F.C. I'll i NJ,._. 1I11 NG OC OINRl LGIna?; loam©caa or��ao•a PORTIONS Or EXTENDED ROOF ON SITE BY F.C. I'll i NJ,._. 1I11 NG OC OINRl LGIna?; /dam RIG# i ELEVA i ION 1 0 �kk S � N 0 t- ILI �I o �Q a $- Ll- ti__( u W-1 lil 1 0 �kk I 0 t- ILI �I o �Q a $- Ll- ti__( u W-1 lil c�r —i lLl Q 1 A l� (c V nA u.i �f �m m Z av a lrl� C- U) L ui IJ��Wx� W CID�_pu v O M d rn kis d C3 2i ro E O X n M s y1(' b m X m m C. k5] N i r� tz 4 v Q c w ry m m Cf! S SfU l,i `Q :E C O I'D uEoo W W � JJwil_ 7 O ww�n_ � �a- LU LU cLm oo a t LLIWWw » » A Yd'(Y2 _.NCf1Q 1 V_k)k-� t 0 BOARD BY F - SIDING BY FC 4 a Ul :t , �xfFFF �� S = >> L. r �oo 0 W r 2 C = >O Lf;:Lz ::Di w LU a Ul :t , o =_ = >> L. c -R O N W CJ 2 C Z Y ::Di w LU L,, C% s� N O N L4 i- >> L. Q A d ly w w LU ^^' ci V w T U rn 1 t ` —i- m V C�Cv Q N o �a r� w V V Nz Z �V�La.3 N lR �p1 N rv� Ol E M N O � OiPm's� d � fi C GYRI g.` y.,♦ �r N Q -vv Fo�o� OuLpL� c� cv m m � tY m ==oa v acs � \off DD NQ<Q u_.wa.a_ �iyp � wwa.a c e. w w w _ c wwww » » Q tz'ryOC� —cvmv TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE ELEV. _ _8 _ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB CONCRETE 1 COVERS 4" SCHEDULE 40 PVC PIPE T-- I MIN. PITCH 1/8" PER FT. 4.60 I I 4" CAST IRON PIPE Ij (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. = 96.00 - UIu MIN. EXISTING CONTOUR----00---- COLOR MOTT. OTHER — A FINAL CONTOUR ELEV. = - 94_00_ 2V LEVEL ELEV. _ _g4.25_ LOAMY ELEV. _ 91.67_ 6" S MP ELEV. _ _9150_ Cl GAS LINE G BAFFLE _ DISTRIBUTION 36-84" C2 SANDY _ LOAM WITHIN 6" OF FINISHED GRADE. ELEV. _ T. MEDIUM ..: SOIL CLASSIFICATION BOXCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED CHES t 1500 GALLON IF MORE THAN ONE OUTLET CHES CHES CHES SEPTIC TANK (TO BE PLACED ON FIRM BASE) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL (1106)+(47=10/12) 3/4" TO 1 1/2" CLEAN -� LEACHING CAPACITY (AREA X RATE) X144 GAI./DAY 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DOUBLE WASHED STONE DEEDED OR ZONING REGULATIONS. OWNERAPPLICANT IS TO RESERVE LE LE NG ACHING CAPACITY FREE OF FINES & SILT SEWAGE DISPOSAL SYSTEM PROFILE 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR NOT TO SCALE CLEAN SAND INSPECTION PORT LOAM AND SEED C 2" LAYER OF 1/8" TO 1/2" \ WASHED STONE F m 4 HIGH CAPACITY INFILTRATORS WITH STONE IN At! z_ 11' X 36' X 10" TRENCH FORMATION X SOIL ABSORPTION SYSTEM (SAS) VENT NOT REQUIRED 90.67 WELL N/A ZONE INDEX ADJUST USGS PROBABLE WATER TABLE ELEV. = ____ OBSERVED WATER TABLE ( / / ) ELEV. = ------ BOTTOM OF TEST HOLE ELEV. = --XL-- x 1 45 �7o'j \ x 103.4 x 3.-s \, �� ---- 102.1 �.�\ 95.15• � 'o_ 'j � \ 94.1 098) -98-.-o- --- x 98.8 � �9Q GALLON x_ ' SOIL 0 \ TEST 1 S` i i i i MIT OF 5' OVERDIG LEGEND: EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- COLOR MOTT. OTHER FINAL SPOT ELEVATION J= A FINAL CONTOUR 00 SOIL TEST LOCATION 3-16" UTILITY POLE --0- LOAMY TOWN WATER =W-- -W-- CATCH BASIN \�) Cl GAS LINE G SAND CLEAN OUTC.a----� 36-84" CESSPOOL C.P.0 �j PTtC TANK iL"T 25 - (9s)------_ 15, 161.5 S.F. i %e A�5 ZP x 93 _ i- nQ \ CA ICH BASI, �a.=700.0 (ASSUMED) Qe- x 3\2 ' \ x 92.8 � —•_ � i' � • � -cam GPc P t 98 \ �, 94.10 / 95.0 \\ / 96 �h/� / 7 �� / 1 u / \ ern v � • 100.' r \\ X 98.6 597.3 a IN a� 7 D SOIL TEST DATE OF SOIL TEST JULY 231_2 - 014____ SOIL TEST DONE BY SWEET5ER ENGINEERING WITNESSED BY OBSERVATION HOLE 7 ELEV.= 95.70 PERCOLATION RATE <_2__ MIN./INCH AT _54___ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-3" A LOAMY SAND 10YR4/4 NO IROOTS 3-16" B LOAMY SAND 10YR4/6 ROOTS 16-36" Cl LOAMY SAND 10YR6/4 36-84" C2 SANDY _ LOAM WITHIN 6" OF FINISHED GRADE. 84-132" C3 MEDIUM SAND SOIL CLASSIFICATION I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN PERCOLATION RATE <__ MIN./IN. -5-GAL./DAY/S. NO WATER ENCOUNTERED AT __120L ELEV. = _ 827 OBSERVATION HOLE 2 ELEV.=--9_5.6_0_ PERCOLATION RATE -25- 2_- MIN./INCH AT _56 INCHES DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-14" A LOAMY SAND 10YR4/4 NO ROOTS 14-36" B LOAMY SAND t0YR4/6 ROOTS 36-60" Ci LOAMY SAND 10YR6/4 THE SUBSURFACE DISPOSAL OF SEWAGE. 60-96" C2 SILT LOAM 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 96-144" C3 MEDIUM SAND WITHIN 6" OF FINISHED GRADE. R E CLI'VED uOL G v 4.U,4 YARMOUTH D KING'S HIGHM DATE AGENT NO WATER ENCOUNTERED AT __t20—" ELEV. DESIGN CALCULATIONS NOTES: NUMBER OF BEDROOMS 3 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GARBAGE DISPOSAL UNIT LOC. LOT25' EMBASSY LANE, YARMOUTH TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR TOTAL ESTIMATED FLOW - THE SUBSURFACE DISPOSAL OF SEWAGE. ( 110 GAL/SR./DAY X _ A 5R.) ,330_ GAL /DAY 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO REQUIRED SEPTIC TANK CAPACITY GAL. WITHIN 6" OF FINISHED GRADE. ACTUAL SIZE OF SEPTIC TANK _NQ- 1800 GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE of SOIL CLASSIFICATION I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN PERCOLATION RATE <__ MIN./IN. -5-GAL./DAY/S. SHEET 1 OF 1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE EFFLUENT LOADING RATE F. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. LEACHING AREA 47433_ SQ. FT. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL (1106)+(47=10/12) BE MORTARED IN PLACE, LEACHING CAPACITY (AREA X RATE) X144 GAI./DAY 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 4E X 0.74 DEEDED OR ZONING REGULATIONS. OWNERAPPLICANT IS TO RESERVE LE LE NG ACHING CAPACITY � GAL./DAY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. .Ml. 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. 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 IMMEDIATELY. S. PARCEL IS IN FLOOD ZONE C- 9. LOT IS SHOWN ON ASSESSORS MAP __E�1_ AS PARCEL__. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE _ REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMQ5.255:(3). R E CLI'VED uOL G v 4.U,4 YARMOUTH D KING'S HIGHM DATE AGENT 7442 - ENGINEERING Y.APMOM BRAY FARM � W LOCUS LONGFELLOW <v / PROPOSED SEPTIC DESIGN MIL t�� J. CHAE 0 cC ART RT HY i LOC. LOT25' EMBASSY LANE, YARMOUTH SIMW GLUE �G 203 SETUCKET ROAD 508- P. 0. BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATE JULY 23, 2014 I SCALE ZO' —� JOB N0. 744A-00 REV. LOCATION MAP REV. —� SHEET 1 OF 1 7442 - ENGINEERING