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83-1447 - Proposed Sewage Disposal 2TOF i EL.. IBSh EL. I, H2/ 9/o sL .,pA 7Z F S'e t"4 / SYSTE1 PP =.�:�, E NOT TO SCALE FINISH GRADE FINISH GRADE OVER _ GRADE zo.o - /m.o FINISH CPA DE OVER DIST. BOX OVER SEPTIC TANK 1 12 " MAX. OUTLET PIPE LEVEL 3 a. =°moo - FOR 2 FT. MIN. �. A 00 4' /B,ES C.I. OR PVC! / Go /p zc fane n 1'.asr -I \ d / le. A� ..q Q _'_ e� ±<s>v.--/7 d' e, (�•• Q, ,TEES '� '✓ .o' o n � , �-' � ;: — I ��--- r 1500 GALLON o:� D"D"S 7�+'-L U f ION BOX ALL mA- q --8- UNSUITABLE' A'ATERIA\ \\ '' HITHIN 5 FT. OF Thr LEACHING FACILITY'TS TO . .6 INSTALL ON LEVEL BASE PRECA S T CONCRE TE a r __ BE BEHOVED AND REPLACED MITH CLEAN SAND eb Ff=—�0 RL�INFORCED, ///„4�.\i�/�.. /,v .-_ -.i,....�ii a,-..�-..i ir✓i\.'�.r�-..�... f /GIG_ �+�C_cY'/O /y SEPTIC TANK INSTALL ON LEVEL BASE NOTE: EXCAVATE TO EL EV./I/y/ OR LOK P TO REMOVE ALL IMPERVIOUS PAT._RIAL BENEATH THE LEACHING ARE, REPLACE EXCAVATED MATERIAL PITH r .-3" OF 1/B"-1/2" CLEAN, CLAY FREE SAND !/ w' A 14 i' � � ,� "l A 'q 9' HASHED PEA STONE Sir<< t O✓f c r ,r°°� P,✓t - ; — s8 I Via- E 1r A10rL:S �� �� ✓ z \ h 1. ALL ELEVATIONS S;7'Of�`N APE BASED ON NG VD \\� 1 2. ALL PIPES IN THE "S YS TEA' MUST BE CAST IRON L r —z_ 0.4 SCH�:'ULE 40 o' .-� < 3. THE 80AP,D O H__1' _ TH rl:./.} T &�" NOTIFIED PHEN CONSTRUCTIO�s! IS COd,PLETE PRIOR TO BACKFILLING 4. ANY CHANGES IN ThIIS PLAN h'UST BE APPROVED \ ` m BY THE BOARD OF HEAL Th./ AND CAPE C ISLANDS ✓y \�� �` �� y S , �h SURVEYING CO., INC. ERIALS AND INSTALLATION SHALL BE IN �_� 5. MATS CO!;;�'LIA>"!CE !`/ITH THE STATE SANITARY CODE - TITLE V - AND LOCAL APPLICABLE RULES AND REGULA TIONS i N r / 'r' E 'DBD P' AN� AND PERCOLATION RATE.' /�</rrr���/ r� ✓wf /z. a' <2 MIN. /IN. I;ITNESSED BY.• AMY VON HONE YARMOUTH BRD. OF HEALTH DESIGN ,DA TA DATE..—APP._B, 1998 6. NORTH ARROW :. FnO�J f c J NUMBER OF BEDROOMS 4 IS NOT TO r.^• USDD FOR SOLAR PURPOSES C.B. > / n 1,„ GARBAGE DISPOSAL P✓O j .�,,.�. � � /,r•' / /�7. .FLOOD HAZARD ZON'�-" a l 5 i < B. WA TEP SUPPLY TOd^.W 1:/A TER , d ' -A �O Zy• .3 � �� < L EGEI�,�T.� -� ,,s _ 20 + �/ i `s , y PROPOSED ELEVATION A / \ ark i�� Cn -- /e -- EXISTING CONTOUR CJ v \j` �`(7\ \ ( \ / �.° 'lee OBSERVATION PIT DISTRIBUTION BOX d.`e .. All eA /od It, \ Fo__o_j SEPTIC TA NK RESERVE AREA PLOT PLAN z r < v✓71 SCALE: 1 "" PIPE INVERT ELEVATION r PAP i 5EC (PC` ErLQTj HSE—! 4 s \ 314" - 1-1120 DASHED � I c 4 r_+eA4 ' of A'" '<. c2 , i \ \ lC ARD '-AI's �' CRUSHED STONE --� G ^ o L18ni ? ' q ' d e OLD CHA THAM /7•.3 LOT 2 WILLOW STREET OF v_ YARMOUTH — MASS. r�J" 9n DAV'D CHARLES sAtl C( i :. ", DA TE- CAPE 6 ISLANDS ENGINEERING 26085 FcisreGoP� 133 FALMOUTH ROAD — SUITE 2E SCALE AS NOTED ss MASHPEE, MASS. PLAN IAI I � 085112,1_71d f', _ _ I PERCOLATION RATE.' /�</rrr���/ r� ✓wf /z. a' <2 MIN. /IN. I;ITNESSED BY.• AMY VON HONE YARMOUTH BRD. OF HEALTH DESIGN ,DA TA DATE..—APP._B, 1998 6. NORTH ARROW :. FnO�J f c J NUMBER OF BEDROOMS 4 IS NOT TO r.^• USDD FOR SOLAR PURPOSES C.B. > / n 1,„ GARBAGE DISPOSAL P✓O j .�,,.�. � � /,r•' / /�7. .FLOOD HAZARD ZON'�-" a l 5 i < B. WA TEP SUPPLY TOd^.W 1:/A TER , d ' -A �O Zy• .3 � �� < L EGEI�,�T.� -� ,,s _ 20 + �/ i `s , y PROPOSED ELEVATION A / \ ark i�� Cn -- /e -- EXISTING CONTOUR CJ v \j` �`(7\ \ ( \ / �.° 'lee OBSERVATION PIT DISTRIBUTION BOX d.`e .. All eA /od It, \ Fo__o_j SEPTIC TA NK RESERVE AREA PLOT PLAN z r < v✓71 SCALE: 1 "" PIPE INVERT ELEVATION r PAP i 5EC (PC` ErLQTj HSE—! DAIL Y FLOP 440 GAL. SEPTIC TANK REO 'D. 1500 GAL. .4a SEPTIC TANK PROVIDED 1500 GAL. " LEA CHING REQUIRED 440 GPD. 9) r2 SIDENALL AREA = S.F. S. F. X G/S. F. = GPD. BOTTOM AREA = 606 S.F. 6065. F. X O. 74G/S. F. = 445 GPD LEACHING PROVIDED = 4.45 GPD J. ,oyrj D 5%I LOC YF� Sq nq IOYIZ Cr o- FA MIL Y RESIDENCE 6 r_+eA4 ' of A'" '<. c2 i i lC ARD '-AI's �' DAIL Y FLOP 440 GAL. SEPTIC TANK REO 'D. 1500 GAL. .4a SEPTIC TANK PROVIDED 1500 GAL. " LEA CHING REQUIRED 440 GPD. 9) r2 SIDENALL AREA = S.F. S. F. X G/S. F. = GPD. BOTTOM AREA = 606 S.F. 6065. F. X O. 74G/S. F. = 445 GPD LEACHING PROVIDED = 4.45 GPD J. SINGLE FA MIL Y RESIDENCE 6 r_+eA4 ' of A'" '<. PROPOSED SEPIA GE DISPOSAL SYSTEM bu lC ARD '-AI's �' . PREPARED FOR L18ni ? OLD CHA THAM RD. INVESTMENT TRUST LOT 2 WILLOW STREET OF SOUTH YARMOUTH — MASS. r�J" 9n DAV'D CHARLES sAtl C( i :. ", DA TE- CAPE 6 ISLANDS ENGINEERING 26085 FcisreGoP� 133 FALMOUTH ROAD — SUITE 2E SCALE AS NOTED ss MASHPEE, MASS. PLAN