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Home My WebLink AboutEngineered Plan - Rev. 1989s - -(-. 20 F MIN. ; SOIL I EST TOP OF FOUND. EL = /07.0 10 FT. MIN: I OBSERVATION HOLE I OBSERVATION 4HOLE e� OBSERVATION HOLE 3 CONCRETE 4" scH 40 PVC A DATE OF TEST 4 - /p ` 4 DATE. OF. TEST DATE OF TEST CLEAN LE N SAND PIPE -MIN. -PITCH WITNESSED BY WITNESSED BY - WITNESSED BYp ' CONCRETE 1/ 8 PER FT. PERC. RATE '� MIN./INCH PERC. RATE 'L 2: MIN./INCH PERC. RATE MIN./INCH - �. 4�� CAST IRON OR COVERS EQUAL n PITCH 1/4 PER FT. - /ocYm subsol Subso/ f o.: 2'_O" / o /. / 30 9./1,33 p, / 'p•• :'- � n 'LEVEL / Med. Sano/ Mecl Sano c FLOW LINE Fq rl EL 1`3.8 S ly C�Ocf EL= EL= EL=24 - 0 EL= 94,0 0 Med, / M ° ° Sand SdI7CJJ ! EL= 93.3 H 1 i DIST. I:.p,......:•.a.• 0 BOX WATER AT - EL = WATER AT EL - WATER AT EL = ' IODD GAL c -5o�/ 7e,5� per--{'or-r77ec>' fey o`� o S fQr7/e[� FC'. S441 e 7-,s er'\�"0 0 SEPTIC PRECAST LEACHING � 87. 3 \ / TANK EQUALBASIN/ GALLEY OR EL= 1 1 / \ / •¢, o • X06 / I PROFILE OF - - - \ BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = e / SEWA E DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL = / NOT TO SCALE \ /8� 8 FRAME CO / VER S HALL BE a a � SETWITH MASONRY KNITS \ WHICH ARE TO BE MORTARED CLEAN SAND IN PLACE .1 I��- = \ ` �, i ------------ ------ 2" LAYER OF A-10- 6 1/8"- 1/2" WASHED STONE 0 La 4 0 La � � 1 r I w3/4�'I I/2��>= p WASHED STONE 100--LLj LJ L - - - - - - - - - - - - - T --J�PRECAST LEACHING BASI N / GALLEY OR 24�� DIA. COVERS ° 4 EQUAL ro^PLAN VIEW 41g'1of / Q�'0r3 +� / ` /y.FRAMES &COVERS SHALL9 8BE 'SET WITH MASONRY UNITS IlaWHICH ARE TO BE MORTARED IN PLACE w LEACHING FACILITY INLET 3MIN. .a-. OUTLET NOT TO SCALEip0se/ i R/r ��.� Sc7,`6 MIN. FLOW LINE2��MIN REMOVEABLE COVER ~'�10MIN.OUTLET PIPES `-�- r� �QAS REQUIRED l4 FT. MIN. INLETFLOW OUTLET LIQUID '' - i '�', � ALINEDEPTH26 {o �' Y9.o,I / / / .Ua INLE TEE P OVIDED \ T R0PER SECTION 15.10.2 TITLE 5 �CROSS SECTION VIEW OUTLET TEE N0. OF OUTLETS � ' �F/, _~ 4a EPTIC T),CNK DETAIL BELOW FLOW LINE�/LIQUID DEPTH TEE DEPTH 4 FT. 14 INCHES DIST. BOX DETAILA>YSil77Cx� lJa�'um�NOT T SCALE 5 FT 19 INCHES' NOT TO SCALE FT. 24 INCHES 7 FT. 29 INCHES 8 FT 34 INCH ES / �, ver-/r"I colioI7 07- cr'!/ J DESIGN C41-CULATIONS a/�d clam%�iaE;:> NUMBER OF BEDROOMS :.........................: 9 All ui�5u�ta % rno1&,-1 0/ 6,60// /.�e exca 4�c:d GARBAGE UNIT ....... . .............-...........N U y ��reoiarl, ulci,p j..!, /ea: TOTAL ESTIMATED h i/r7e2 D) 4 44-0 GAL./ DAY GAL/BR. x . ... REQUIRED SEPTIC TANK CAPACITY........ �DOO GAL /4. The er7 ACTUAL SIZE OF SEPTI TAN K .......... qq GAL. n </j� G ur, cer �� LEACHING AREA REQUIR1'-:'MENTS o�>•� '�/7C Gi'rec�' �hG SIDEWALL AREA 2:15 GAL:/S.F.unser', �aGic ri7c�/'u1 / .,� „ / BOTTOM OM AREA /• GAL./S.F. y. /� L / yr � � leac�,r�q s 5�cm Th/•s v / ce. i � : r0 he / s rte/ �. i r 54 9 r� , LEACHING CAPACITY (B TTOM + SIDEWALL) GAL. Gori ��c c Z V/I �u5/r,csJ` �� ! �7u"1/ AA. f- / n all/ C3' RESERVE LEACHING CAPACITY.I..........._....... 5�+ `I GAL. 3. t�cHAlz�. - t.fi MES 1� _ ` (' JA _ J I m pHE6 t -N 4., / _ ��, s ( , Af> /'�'• � f qr �1i pts -(-. 20 F MIN. ; SOIL I EST TOP OF FOUND. EL = /07.0 10 FT. MIN: I OBSERVATION HOLE I OBSERVATION 4HOLE e� OBSERVATION HOLE 3 CONCRETE 4" scH 40 PVC A DATE OF TEST 4 - /p ` 4 DATE. OF. TEST DATE OF TEST CLEAN LE N SAND PIPE -MIN. -PITCH WITNESSED BY WITNESSED BY - WITNESSED BYp ' CONCRETE 1/ 8 PER FT. PERC. RATE '� MIN./INCH PERC. RATE 'L 2: MIN./INCH PERC. RATE MIN./INCH - �. 4�� CAST IRON OR COVERS EQUAL n PITCH 1/4 PER FT. - /ocYm subsol Subso/ f o.: 2'_O" / o /. / 30 9./1,33 p, / 'p•• :'- � n 'LEVEL / Med. Sano/ Mecl Sano c FLOW LINE Fq rl EL 1`3.8 S ly C�Ocf EL= EL= EL=24 - 0 EL= 94,0 0 Med, / M ° ° Sand SdI7CJJ ! EL= 93.3 H 1 i DIST. I:.p,......:•.a.• 0 BOX WATER AT - EL = WATER AT EL - WATER AT EL = ' IODD GAL c -5o�/ 7e,5� per--{'or-r77ec>' fey o`� o S fQr7/e[� FC'. S441 e 7-,s er'\�"0 0 SEPTIC PRECAST LEACHING � 87. 3 \ / TANK EQUALBASIN/ GALLEY OR EL= 1 1 / \ / •¢, o • X06 / I PROFILE OF - - - \ BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = e / SEWA E DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL = / NOT TO SCALE \ /8� 8 FRAME CO / VER S HALL BE a a � SETWITH MASONRY KNITS \ WHICH ARE TO BE MORTARED CLEAN SAND IN PLACE .1 I��- = \ ` �, i ------------ ------ 2" LAYER OF A-10- 6 1/8"- 1/2" WASHED STONE 0 La 4 0 La � � 1 r I w3/4�'I I/2��>= p WASHED STONE 100--LLj LJ L - - - - - - - - - - - - - T --J�PRECAST LEACHING BASI N / GALLEY OR 24�� DIA. COVERS ° 4 EQUAL ro^PLAN VIEW 41g'1of / Q�'0r3 +� / ` /y.FRAMES &COVERS SHALL9 8BE 'SET WITH MASONRY UNITS IlaWHICH ARE TO BE MORTARED IN PLACE w LEACHING FACILITY INLET 3MIN. .a-. OUTLET NOT TO SCALEip0se/ i R/r ��.� Sc7,`6 MIN. FLOW LINE2��MIN REMOVEABLE COVER ~'�10MIN.OUTLET PIPES `-�- r� �QAS REQUIRED l4 FT. MIN. INLETFLOW OUTLET LIQUID '' - i '�', � ALINEDEPTH26 {o �' Y9.o,I / / / .Ua INLE TEE P OVIDED \ T R0PER SECTION 15.10.2 TITLE 5 �CROSS SECTION VIEW OUTLET TEE N0. OF OUTLETS � ' �F/, _~ 4a EPTIC T),CNK DETAIL BELOW FLOW LINE�/LIQUID DEPTH TEE DEPTH 4 FT. 14 INCHES DIST. BOX DETAILA>YSil77Cx� lJa�'um�NOT T SCALE 5 FT 19 INCHES' NOT TO SCALE FT. 24 INCHES 7 FT. 29 INCHES 8 FT 34 INCH ES / �, ver-/r"I colioI7 07- cr'!/ J DESIGN C41-CULATIONS a/�d clam%�iaE;:> NUMBER OF BEDROOMS :.........................: 9 All ui�5u�ta % rno1&,-1 0/ 6,60// /.�e exca 4�c:d GARBAGE UNIT ....... . .............-...........N U y ��reoiarl, ulci,p j..!, /ea: TOTAL ESTIMATED h i/r7e2 D) 4 44-0 GAL./ DAY GAL/BR. x . ... REQUIRED SEPTIC TANK CAPACITY........ �DOO GAL /4. The er7 ACTUAL SIZE OF SEPTI TAN K .......... qq GAL. n </j� G ur, cer �� LEACHING AREA REQUIR1'-:'MENTS o�>•� '�/7C Gi'rec�' �hG SIDEWALL AREA 2:15 GAL:/S.F.unser', �aGic ri7c�/'u1 / .,� „ / BOTTOM OM AREA /• GAL./S.F. y. /� L / yr � � leac�,r�q s 5�cm Th/•s v / ce. i � : r0 he / s rte/ �. i r 54 9 r� , LEACHING CAPACITY (B TTOM + SIDEWALL) GAL. Gori ��c c Z V/I �u5/r,csJ` �� ! �7u"1/ AA. f- / n all/ C3' RESERVE LEACHING CAPACITY.I..........._....... 5�+ `I GAL. 3. t�cHAlz�. - t.fi MES 1� _ ` (' JA _ J I m pHE6 t -N 4., / _ ��, s ( , Af> /'�'• � f qr �1i pts s i :a Y i i FORM .9/19/87 • 1 (• •. ConuJaf , o� %ark f ucke ' /Tlaf�j�cu,s G r,r 6C4Rd Ln fCe LOCATION MAP LEGEND= EXISTING SPOT, ELEVATION 00,,0 EXISTING 'CONTOUR - ---00--- --00---FINAL FINAL SPOT ELEVATION 00.0 FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT (> TOWN WATER VV _ = W . CATCH BASIN (w) GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE AND THE .5 TOWN OF lQr-rr cUi 7 RULES a REGULATIONS FOR THE SUBSURFACE,. DISPOSAL OF. SEWAGE 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN ESS ENTIALLY THE SAME 4. No DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/ APPLICANT IS TO_-oeTAIN---SUCH ° DETERMINATION FROM.. APPROPRIATE AUTHORITY. 5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN ` RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES • WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES 6. ALL COMPONENTS OF THE SANITARY SYSTEM - SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS.. THEY ARE UNDER OR WITHIN. 10 FT, OF DRIVES OR : PARKING AREAS. LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE /5' REAR 25" APP OV //Dnn� RD HE LTH DA E XAGENT PROJECT LOCATION Lo 2� - �ui7c ee 0-1ve \ laI-M h Mar5.5 APPLICANT J014N /. CIvA 1:::A44 N and Use le' chnology/ V. . , ( FORMERLY R. ✓. OWEARN , INC. Engineers - LGnd Surveyors . Sanitarians., 35 ROUTE. 134 UN/T 3 - P O• BOX 237 SOUTH DEIVIVIS, MA. ��Ngsrvecsea REVISIONS: u + s !:z77 u M r 02, M1�dy a o`^tirJ �•u��s�/a,r:f.s.eeta3>`J9 SCALE: DATE: DR. BY_/ APPD. BY. C l"r7 4riC/e_G. JOB No.:8. e) 44.67; SHEET / OF / s i :a Y i i FORM .9/19/87 • 1