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HomeMy WebLinkAboutEngineered Plans - Rev. 1993t4b-M. t w c- L -c. *4 >r� I r SECTION - SEWAGE w/INt-.�.F- vv TOP OF F0 121� Sv SC 16, 400,0 It (MSL)* ITI T - SEPTIC TANK - - "D" BOX - -LEACH - j'2" OF ' vTO v:" WASHED STONE IN - 1 OUT N• O 1.�. � _.. IN - SEPT N - 1 s `y E STANIK moi , ELEV ELEV. I r ELEV.'. i h ,j '6109 IT caw, 1 cawi Z .Mr/` o P / / i To T T� -i' viw �If.4 4NGq ELEV. ELEV. ! i 10 / V4A-T= T44e ?0A;Zt> OF +W_&L.rW N rrZAM L-a�- .lW& A.>�La�JL1+'t]0�1 LWW'7-7 Tke t4AodMcJt-f - Ut1M8CR OF A'65- Ltt.l1T1`D TV 2 E' 5, MM I N L0 -f A4.-4 tAj A4%Z LAW W ARIA 1h O iii 9597 R � L�� war12oSo. P'r . TEST HOLE LOG TESTBY �. l.�.1`j�JZ. Z" :0,t"('3IZP►i"'� TEST DATE 4?'2' 72� ' el lj WITNESS , T. H. ,r 1 T.H. # DESIGN �i D, Gi All PIT' OFA.^-2En„ " ° ' WASHED STONE --' PERC RATE MINIIN. FLOW RATE 1147 (GAL/DAY) SEPTIC TANK 22L% ( I.1i ) = REO'D SEPTIC TANK SIZE CIO BEDROOM HOUSE LEACH FACILITY Ov►Lai2 i r f r I 4`3��'h S 1 ' � � 2D �✓ o \1 . �7 � L i 1"17 _WATER ENCOUNTERED NOTES: (UNLESS OTHERWISE NOTED) DATUM (MSL).t TAKEN FROM _ DE -t )Q11(i -----QUADRANGLE MAP 2. MUNICIPAL WATER � _ AVAILABLE 3. PIPE PITCH Y.' PER FOOT 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER 5. MIN. GROUND COVER OVERALL SEWAGE LEACHING FACILITIES: (1) FT 6. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS. 7, ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 8, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM OF MASS STATE ENVIRONMENTAL CODE TITLE 5. 9 CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION I - °dv _ � 22 - kms `. SIDE WALL Lr (�1 .�) _ _ _ G/D. 4 p b h Y' - BOTTOM t 50 (1.17) �y - G/D. )E� , , 1 irs''ts�i> / Tor 7E m TOTAL = 1'%l� - 2 '7 C7 G:/� lZ,�� W�TEil:, 0 7Y.re'i fi��l� 24, 0 4 ire 4 p USE:` X �^ LEACHING PIT- a {: � _ t W Iry of-- CONTOURS � CONTOURS (EXISTING) - - - - - - - - - - - - - (PROPOSED) -O -O -O --O- APPROVED 1 DATE BOARD OF HEALTH MA F -v T NOTE THIS SITE PLAN WAS NOT PREPARED F M AN SITE PLAN INSTRUMENT SURVEY UNDER NO CIRCUMSTANCE ARE DISTANCES, BEARINGS, OR FEATURES SHOWN I- LOCUS TO BE USED TO ESTABLISH PROPERTY LINES m REF __----------.---—_–____. East Cape Engineering PREPARED FORCIVIL ENGINEERS iLAND SURVEYORS #44 Route 28, Orleans, Mass.{ I' -• ZU 1 ' I+ SCALE--+---- –_ l.__–___._.–_- DATE 1 " 41,1-, L Av,*j AIZU-A IZev ; il7 W • 014- Loa SECTION - SEWAGE TOPOF FOrN 17 ...... (MSL)* -- SEPTIC TANK - t3a� � S�"T t-�.�,crr"t pi•r- ^ M„ 400,0't r��� 1 /•/ - "D BOX - - LEACH P► T r WASHED STONE LS1X7 + `- .91 K•+Magic OUT • IN - � M+u 0-4pYb• r ._.% /� , f OUT IN (%/'�• F?' //��+,, 'SEPTI,CG OUT +IN ♦ A6L1) ►►1t7Jrf t , BS' •2 TANK ELEV.f �1<� ✓ . ELEV. ELEV. 17 ELEV, r` '► f�i1J .i .1� l �� / o Nd1'� i TO MM'wme-T'TF}c­ TDW)..! D4i►lN14Nlsl ELEV. ELEV. _�. 1 ^�. • Wo -TUB sJPPt-Y� T+fe EOA'D OF 4E& .T N cTi TL 2. L-0�- J 1163. L1'1�►'Pit ► r� \/ r T1'tE HAa4 ►rttJ t -f i.111M?'mR OF 8w-t¢00t+4_' '&-e' LtM ITER TD 2 eeD q' ,AwW>_ ''hE MAi4 i N wi-f b•u,owAeL a L -4w 1.► AjzeA 15 L i m I rr�e , �4 72 ; " \ ,�► L IE -640 -m_ 'L-7 410 jQ. FT. FpCe -rC,T l.T1+E �.fc✓. C,(�.h _1- - L \r �/ P►r g � t PAt�tLY fl sir a. 1� LAID EYaR 13orrca( ► 1 , p �; , 9 / WASHED STONE l..Aw W - AMEA ?�I �s hllli- > QED -2 c t T. ,� ` 1 ,► u S TEST HALE LOG ► ' • _ � - TEST BY--�'+��1f �,�i, �:t (uR� Y..©, tl . L TEST DATE �' r!� ' _i WITNESS \``��� ti _ \�I �• ' v DESIGN BEDROOM HOUSE T.H. 1 � T.H. + 2 4�'12x� I o ELEV, ELEV. -mvP�g�IL PERC RATE' MIN/IN. ''I �/ o o 1 ?meq 'r�►NK- / it)�, v 1' FLOW RATE 1 1!? (GAL./DAY) "� �- 2'1L?,D SEPTIC TANK f,tjlEi REQ'D SEPTIC TANK SIZE ' I 1t- 'Skt,, r> . LEACH FACILITY9P11.1T, SIDE WALL + C S> (� ,t,) 22L� GID n/ o ! • �� 1.1dtj It 50 la m -14 £G ec�og� N{�1 DM WATER ENCOUNTERED BOTTOM JGID. ,jo 3 VS < lI Zcj: TOTAL Ito '2'77 Ga/1°' A ` `1_7'* ' ►%� d 1 'i'o f, o� s USE:// ! X Gv LEACHING �' T NOTES: (UNLESS OTHERWISE NOTED) I. DATUM (MSL):t TAKEN FROM Pff'4JI1;F QUADRANGLE MAP 2. MUNICIPAL WATER �AVAILABLE 3. PIPE PITCH:/.* PER FOOT s� 4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO-H-10-44, H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO 4 FT. OR MORE OF COVER. 7 tr'r(f�t1tY 5. MIN. GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (1) FT. 6 THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE Y GRINDERS. 7. ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THI� LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN (N O S MEDIUM SAND. 8 CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. �5 STATE ENVIRONMENTAL CODE TITLE 5. 9 CONTRACTOR TO NOTIFYY DIG -SAFE PRIOR TO CONSTRUCTION. BRADY R (-V00'X722'—T/I i o0 #35776 U V� I(�ti CONTOURS (EXISTING).-....-•--•-- �.... (PROPOSED) -0-0-0-0- APPROVE _ p 12 >-q r S�vT �iEv,e.T+vr.i, CT�F'IcAL 71 NOTE: THIS SITE PLAN WAS NOT PREPARED F M AN SITE PLAN INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCE 70 ARE DISTANCES. BEARINGS, OR FEATURES SHOWN 7� LOCUS' TO BE USED TO ESTABLISH PROPERTY LINES East Cape Engineering CIVIL ENGINEERS LAND SURVEYORS BOARDO HEALT ,17 \ "1#1Qt Route 28, Orleans, Mass. m REF �TV�K'r P►at� o � PREPARED FOR: _ SCALE_(, _ iA (4 �" DATE L A_ A . 'In 4'7 w-.n-j't,G' I. ntd�