The URL can be used to link to this page

Home My WebLink About83-1258 - Site PlanI TOP OF FOUND. EL.= �`'-'''- ---\ 10 FT. MIN. 6A P. SLf.e Gi• c. c d• 4" CAST IRON (OR EQUAL) PIPE- MIN. 77777777'—/., 1 r77- PITCH 1/4r PER FT. EL= - G EL= _ WATER AT EL= 'I.Z WATER AT EL= WATER AT EL = Pr�Izce- GS EL. I1 01 V -I ISxR u, \ �`• 10,2 0\x y \ \\ Q G Iro vI n r WALLS a et-ctz s INLET s"es �tE1LTLD 1000 CA' SEP. 1 "Y a 6 I eIP rzAp .. L S, 1 "W, \ �� \•\'vim` ~ 7 .q /' �IS / �i izEr. WALT `1 ! PLOP- ;IL: Fv(E Qi E i / A.r3 20 FT. MIN. CONCRETE 4" SCH. 40 PVC COVERS PIPE -MIN. PITCH V 1/8" PER FT =t!=� 12" MAX. - FLOW LINE -Y10� • MIN 21 0" LLEVEL EL= 4 L EL= 4-,z J LTJ �EL= t1 0 EL= 3.v DIST. 3/41- 1 1/2" BOX WASHED STONE 1000 GAL. SEPTIC TANK }A-20) PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE `3 _G_ I I I I I I I I I 4'Ip` it l IL t — I I I I I I I L- - -- - - - - - - - - - - - - - - - - -J r -t 24" DIA COVERS PLAN VIEW FRAMES 81 COVERS SHALL BE SWITH MASONRY UNITS WHICHET ARE TO BE MORTARED IN PLACE 3 MIN. ,'.o OUTLET 6" MIN. FLOW LINE e! - 2 MIN. MIN. 4 FT. MIN. LIQUID DEPTH e - S 2 4` CLEAN SAND PRECAST FLOWDIFFUSOR 2" LAYER OF LMIN. EL= �' 1/8"-1/2" WASHED 7 r 2% MIN. STONE � NIz EL= 4--7 =ra Ov o o D EL= 3.8 p a D T= EM E=I lam .. p o 0 EL= z.13 I4-" Z2 ,9 ITIPI=3T- ut-T- - OBSERVED WATER TABLE EL= '1 Z ADJUSTED GROUND WATER TABLE ( / / ) EL= SOIL TEST CROSS SECTION VIEW OUTLET TEE OBSERVATION HOLE I . OBSERVAT ION HOLE 2 OBSERVATION HOLE 3 BELOW FLOW LINE DATE OF TEST 6-04-23 DATE OF TEST DATE OF TEST NOT TO SCALE 5 FT. WITNESSED BY p n WITNESSED BY WITNESSED BY 24 INCHES PERC. RATE MIN./INCH PERC. RATE MIN/INCH PERC. RATE MIN./INCH 341NCHES r^rc ASsv r,En ELEV.= 6'3 ELEV.= ELEV.= �} rSASEnnaloes�r.Tloae. GARBAGE DISPOSAL UNIT _.. .I....... r -Io TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY x A _ BR. )....... _ ` �—GAL./DAY \� whip [? rtii slLr r n". ACTUAL SIZE OF SEPTIC TANK ...... .... 10 0 0 GAL. LEACHING AREA REQUIREMENTS L 1i�} C / �7 SIDEWALL AREA z GAL./S.F. BOTTOM AREA 1' GAL./S.F. PES r �L''� GAL. LOCATION MAP RESERVE LEACHING CAPACTY...................... 'I GAL. EXISTING CONTOUR --- 00 - - - - - - FINAL SPOT ELEVATION low Nip fcL SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT 0 - TOWN WATER CATCH BASIN GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL TOP OF FOUND. EL.= �`'-'''- ---\ 10 FT. MIN. 6A P. SLf.e Gi• c. c d• 4" CAST IRON (OR EQUAL) PIPE- MIN. 77777777'—/., 1 r77- PITCH 1/4r PER FT. EL= - G EL= _ WATER AT EL= 'I.Z WATER AT EL= WATER AT EL = Pr�Izce- GS EL. I1 01 V -I ISxR u, \ �`• 10,2 0\x y \ \\ Q G Iro vI n r WALLS a et-ctz s INLET s"es �tE1LTLD 1000 CA' SEP. 1 "Y a 6 I eIP rzAp .. L S, 1 "W, \ �� \•\'vim` ~ 7 .q /' �IS / �i izEr. WALT `1 ! PLOP- ;IL: Fv(E Qi E i / A.r3 20 FT. MIN. CONCRETE 4" SCH. 40 PVC COVERS PIPE -MIN. PITCH V 1/8" PER FT =t!=� 12" MAX. - FLOW LINE -Y10� • MIN 21 0" LLEVEL EL= 4 L EL= 4-,z J LTJ �EL= t1 0 EL= 3.v DIST. 3/41- 1 1/2" BOX WASHED STONE 1000 GAL. SEPTIC TANK }A-20) PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE `3 _G_ I I I I I I I I I 4'Ip` it l IL t — I I I I I I I L- - -- - - - - - - - - - - - - - - - - -J r -t 24" DIA COVERS PLAN VIEW FRAMES 81 COVERS SHALL BE SWITH MASONRY UNITS WHICHET ARE TO BE MORTARED IN PLACE 3 MIN. ,'.o OUTLET 6" MIN. FLOW LINE e! - 2 MIN. MIN. 4 FT. MIN. LIQUID DEPTH e - S 2 4` CLEAN SAND PRECAST FLOWDIFFUSOR 2" LAYER OF LMIN. EL= �' 1/8"-1/2" WASHED 7 r 2% MIN. STONE � NIz EL= 4--7 =ra Ov o o D EL= 3.8 p a D T= EM E=I lam .. p o 0 EL= z.13 I4-" Z2 ,9 ITIPI=3T- ut-T- - OBSERVED WATER TABLE EL= '1 Z ADJUSTED GROUND WATER TABLE ( / / ) EL= CLEAN OUT AND INSPECTION COVER U -U PLAN VIEW FRONT VIEW SIDE VIEW FLOWDIFFUSOR DETAIL NOT TO SCALE f-REMOVEABLE COVER OUTLET PIPES �AS REQUIRED INLET FLOW ,f o OUTLET _� ��\ -,LINE ( I 6x e I" 2x w � V INLET TEE PROVIDED PER SECTION 15.10.2 r"� �, a� IucHAw TITLE 5 RIOFtARD �• ? JAMES S O'HEARN NO. OF OUTLETS N 27871 v/ �a� AECISTERE O .;' - DIST. BOX DETAIL NOT TO SCALE C R t x. ILEZPo�1;ItsL,_ +<- Ve, c Tl��n o <,u. Li>CAT`�N6 mss. L-��.tvae7l Q-1:� i�}GtL iJ�•IG t�l"�ift�'.ln ll?l E'er 1'71Z-1011- TO (;�,NSTV_OCTJuN. IF !'n1y Dr SC r_EPAN L rtS AILF_ Fv V"�. Twrs OFFICE SH^u RE NoT)Flt� IP,-E:D)n7Etx, l s �N C Cis Cao s s (Au E f'vnPET> PLt_ F; J- P /+Q MJaO IEb . v:sYCui l_ 1e4 nLlvc =. ^LA_ BE, P.t1^a.��>.> h•-17 I�Sa�.act-z> wlTn r, . r_co.5AaD. YO, ALL J0Su1T7-\I7QC N1a-j >;'n lnt✓ 5HALL PE L:C%AV^-IZD F -P-0- UHDO? ^0D FOL ID' AQOV.-!D UNACHING P4=tn ANVI'-E-Ptp( WITH CL. i" Cl> SA.JI�. II. A VAK. of 'S 11 VZCk T'L011 yr -.E.. vc-z. 3.7 \-I i, IC �x Ir.wrpF� loo' r- _ca I LCAT_" nZE.o 7D C:D6C of wN`rL^vl.0 IS R9V Fi:ei•'j YAR 266 37 -m Au"I"TK111 4' OF Td,Vl 13. A VPI_. k RC, Filoh VAr, C4�:. Z t 1.4 x Tni-LE_j(- I< 03 o4 WNICLI Ii C& A FERC. TC7-. 14 17 IS Lo7- I" eLooD 'eOr t All (0 --la) vIr(�•iS), IL PG -o SILT FENCE T RIC ST-AKCD M100 -ry K'FJ'-At" Vr4nt_ Au P1'1'JPIIEo e'VGML ARF. 2t'VEGETe--TET. 17, D-6px To (5E "A -T -_V 'TESTED i'J2 LtV4.t: t8etrTt�'K S(:C1ne Iu sTn lleeri.>..f. 1't -o(i OVr,cE u nCC see. r�r I s zna 5 c0V.7')FlcA-nu4S. CROSS SECTION VIEW OUTLET TEE LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL rcE V-� nL �� a • ''r BELOW FLOW LINE 4 FT. 14 INCHES NOT TO SCALE 5 FT. 19 INCHES 6 FT. 24 INCHES 7 FT 29 INCHES 8 FT. 341NCHES DESIGN CALCULATIONS NUMBER OF BEDROOMS .... ..... ....:....... �} GARBAGE DISPOSAL UNIT _.. .I....... r -Io TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY x A _ BR. )....... _ ` �—GAL./DAY REQUIRED SEPTIC TANK CAPACITY .............. G6U GAL, ACTUAL SIZE OF SEPTIC TANK ...... .... 10 0 0 GAL. LEACHING AREA REQUIREMENTS L 1i�} C / �7 SIDEWALL AREA z GAL./S.F. BOTTOM AREA 1' GAL./S.F. LEACHING CAPACITY (BOTTDM + SIDEWALL) �L''� GAL. LOCATION MAP RESERVE LEACHING CAPACTY...................... 'I GAL. EXISTING CONTOUR --- 00 - - - - - - CLEAN OUT AND INSPECTION COVER U -U PLAN VIEW FRONT VIEW SIDE VIEW FLOWDIFFUSOR DETAIL NOT TO SCALE f-REMOVEABLE COVER OUTLET PIPES �AS REQUIRED INLET FLOW ,f o OUTLET _� ��\ -,LINE ( I 6x e I" 2x w � V INLET TEE PROVIDED PER SECTION 15.10.2 r"� �, a� IucHAw TITLE 5 RIOFtARD �• ? JAMES S O'HEARN NO. OF OUTLETS N 27871 v/ �a� AECISTERE O .;' - DIST. BOX DETAIL NOT TO SCALE C R t x. ILEZPo�1;ItsL,_ +<- Ve, c Tl��n o <,u. Li>CAT`�N6 mss. L-��.tvae7l Q-1:� i�}GtL iJ�•IG t�l"�ift�'.ln ll?l E'er 1'71Z-1011- TO (;�,NSTV_OCTJuN. IF !'n1y Dr SC r_EPAN L rtS AILF_ Fv V"�. Twrs OFFICE SH^u RE NoT)Flt� IP,-E:D)n7Etx, l s �N C Cis Cao s s (Au E f'vnPET> PLt_ F; J- P /+Q MJaO IEb . v:sYCui l_ 1e4 nLlvc =. ^LA_ BE, P.t1^a.��>.> h•-17 I�Sa�.act-z> wlTn r, . r_co.5AaD. YO, ALL J0Su1T7-\I7QC N1a-j >;'n lnt✓ 5HALL PE L:C%AV^-IZD F -P-0- UHDO? ^0D FOL ID' AQOV.-!D UNACHING P4=tn ANVI'-E-Ptp( WITH CL. i" Cl> SA.JI�. II. A VAK. of 'S 11 VZCk T'L011 yr -.E.. vc-z. 3.7 \-I i, IC �x Ir.wrpF� loo' r- _ca I LCAT_" nZE.o 7D C:D6C of wN`rL^vl.0 IS R9V Fi:ei•'j YAR 266 37 -m Au"I"TK111 4' OF Td,Vl 13. A VPI_. k RC, Filoh VAr, C4�:. Z t 1.4 x Tni-LE_j(- I< 03 o4 WNICLI Ii C& A FERC. TC7-. 14 17 IS Lo7- I" eLooD 'eOr t All (0 --la) vIr(�•iS), IL PG -o SILT FENCE T RIC ST-AKCD M100 -ry K'FJ'-At" Vr4nt_ Au P1'1'JPIIEo e'VGML ARF. 2t'VEGETe--TET. 17, D-6px To (5E "A -T -_V 'TESTED i'J2 LtV4.t: t8etrTt�'K S(:C1ne Iu sTn lleeri.>..f. 1't -o(i OVr,cE u nCC see. r�r I s zna 5 c0V.7')FlcA-nu4S. . FORM 9/8/87. j rcE V-� nL �� a • ''r / ��t'`� L cic-vS �l1/ �. n/fn if / V c% µ• i L 1i�} C / �7 LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 0OX0 EXISTING CONTOUR --- 00 - - - - - - FINAL SPOT ELEVATION low FINAL CONTOUR 00 SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT 0 - TOWN WATER CATCH BASIN GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TI -TLE 5 AND THE TOWN OF YA0_TtovT)-4 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 ESSENTIALLY THE SAME 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN 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. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION- ,RA2C2 G; APPLICANTr - I I�2T2�tit -T- Engineers - Land Surveyors - Sonitorions 35 ROUTE 134 - UNIT 3 -P O. BOX 237 SOUTH DENNIS.. MA. REVISIONS. `l- 16.9; JI76 - pcz P. `. 0 SCALE+ t-.Zo ._.... DATE: 8-Zo-_`13 �. DR. BY: JvG APPD. BY: JOB NO.; Ign�. - SHEET I -0F I . FORM 9/8/87.