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HomeMy WebLinkAbout83- 706 - Site Plan-....e.n .. ... ...-.....-..�..-av-..m....-�. T.-_..._.. .•-....._.�a..�.T:a�......+a-.—.�—.-.e—��.-r,+—tea,......._ ....-.«... ..-.-...�....,—a.. _.�... ..-.• .. m.-�..:a::�.r -+.._. .... ..r--. ::: .. � -e -e a ...._...- - - - m n ._ a.. � ., s-�. ... --_ a . .. ..-_ .. _. ... ... _-._ - �- _ -. _ ... _Y IoC�© GAL �y SEPTIC - - __ - = OBSERVED WATER TABLE EL = & TANK ADJUSTED GROUND WATER TABLE' ( 2 112/&4 EL - PROFILE OF SEWAGE DISPOSAL SYSTEM y NOT TO SCALE 1 _ - Q�•d Cpl LUI�� I�uCeK- �1�n `. PLIbI IG ulay '• 1�><�N MAc-H �oPI-ev 7 -ISO Oo A � r~, Ad j F 1 m t r( J.F it IES 'tl Ir 24' DIA. COVERS ` PLAN VIEW FRAMES a COVERS SHALL U lfmq& BE SET WITH MASONRY UNITS �.j}_ Q[ WHICH ARE TO BE MORTARED lei (4JE(L /b ` p �r t i " (j LU�tT-jrld ( IN PLACE \rl; a � *F_" - � - INLET ` -<— T-- �- ` r2 3 MIN. e OUTLET ��7 1 / 1 \� \`� —� 6"MIN. FLOW LINE J �• 2` MIN. 1. Iib / `Wt�'©�v'J" La I UI11 c°� ,�✓, „, / \ f ,- rl� InG• 10"MIN. , 1 C\I socav g�1. �� 3 gep+ic ank 4 FT. MIN. j ( I / ?r\ LIQUID I F ^{! DEPTH t v t p rn j� I t-`rl. LJa;T {-r �-� ` \ / r zo CROSS SECTION VIEW OUTLET TEE LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL BELOW FLOW LINE 4 F NOT TO SCALE T 14 INCHES S FT. 19 INCHES ry 6 FT 24 INCHES 7 FT. 29INCHES r z 8 FT. 34 INCHES DESIGN CALCULATION e�rOlFtc) 2 B4. N' PGI ✓ �L%fY� NUMBER OF BEDROOMS .........rta..........:..... No J�be� ry- a+Gd `� GARBAGE DISPOSAL UNIT ................... F ofJ D E o- TO TAL ESTIMATED -FLOW � FR. scr .! C cnl _GAL/BR./DAYx BR.)._.... 3 GAL/ DAY F A.uJ REQUIRED SEPTIC TANK CAPACITY...,........ d q GAL. ra ACTUAL SIZE OF SEPTIC TANK......... f022 GAL. 4 `y LEACHING AREA REQUIREMENTSSIDEWAL I BOTTOM L AREA !.D GALJS.F. LEACHING CAPACITY (BOTTOM-+ SIDEWALL) =`} GAL. t 1.0 q_,, L- (IE,xR'! ''2r:> C (f ,4 .,�rGf1,_. RESERVE L£ACHIN CAPACITZ ...... 3`/� GAL. CLEAN OUT AND INSPECTION COVER 8 -o,k PLAN VIEW O ®r=r= FRONT VIEW SIDE VIEW FLOWDIFFUSOR DETAIL NOT TO SCALE r-- REMOVEABLE COVER OUTLET PIPES AS REQUIRED INLET FLOW OUTLET ° LINES" s. i, , INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS: DIST. BOX DETAIL NOT TO SCALE k OFR RICHAFp JA61ES O'HEARN "a. 694 Q N of 'qsS RICHARD y, J. ^ O'HEARN No. 27877 e, Nz9)JJbala� 5h311 u II mak r r o ex^��Jo}ion arxshall amain rc�e.�c�a+mlorl. �. QQil s�u4fers 5F»)I le� �oy.J �sc�lx anj all don<��I 6 all le +o dr� Lu,�ilt-:.2 . 9, PLL IJW�UITRSLc INaTC R/A SN414 E E-KC�VAT� i7 F�DI�► Uf!D� � '�N ii �E>`. IC°' � k'^Jh,iia hcrl'e� 20 FT. MIN. SOIL TES TEST TOP OF FOUND. Loch b, a�j-d yam° P""� �un4 � I \off EL. 10 FT. MIN. � noun 2t� LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR ----00 - - - - - - - FINAL SPOT ELEVATION QQ 0 FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE -0- OBSERVATION HOLE I # OBSERVATION HOLE 2 OBSERVATION HOLE 3 I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E. TITLE 5 AND THE TOWN OF YAFZMOUT{-1 RULES a REGULATIONS CONCRETE a" SCH. 40 PVC BROUGHT TO WITHIN 12" OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN CLEAN SAND 4.NO DETERMINATION HAS BEEN MADE BY THIS - OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT IS DATE OF TEST DATE OF TEST DATE OF TEST SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES COVERS PIPE -MIN. PITCH 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 MIN. FRONT SETBACK - MIN. REAR SETBACK 20' WITNESSED BY .: 12M WITNESSED ,BY WITNESSED BY PROJECTOCATION: Loo 4� 54 I-n>ionJ FoaJ w , ya rmo L)+i ; rrj ate. ° _q_ R. J. O REARI,, 11vc. Reg. Land Surveyors - Reg. Sanitarians 1/8" PER FT. SOUTH DENNIS, MA. PRECAST PERC. RATE _ MIN./INCH PERC. RATE MIN./ INCH PERC. RATE MIN./INCH e' 4' CAST IRON (OR �•26•B6UD8 REVISIONS SCALE: FLOWDIFFUSOR 2" LAYER OF DR. BY: G• �rtlan�iez ELEV. = 21'o ELEV.= SHEET 1 OF' ELEV.= EQUAL) PIPE- MIN. �� I2"MAX MIN. EL= ?1�,9 I/8'LI/2" WASHED _ PITCH 1/4 PER FT. STONE j�oZ)t(�� `XIIYz�tl e 2-0„ LEVEL 2% MIN. LINE N z fa EL= m6JiuRt a• EL= MIN. 20 h r i -o Ir1G EL= ° a J A Q ° ` EL= I >•3 EL= EL=� Iq.g o O O Q C7 I� o 0 ° EL= o o p o a o Q I� a o EL= DIST. C-1,q,a 1421 BOX WASHED STONE r WATER AT 120 EL= 1i WATER AT - EL= WATER AT EL= IoC�© GAL �y SEPTIC - - __ - = OBSERVED WATER TABLE EL = & TANK ADJUSTED GROUND WATER TABLE' ( 2 112/&4 EL - PROFILE OF SEWAGE DISPOSAL SYSTEM y NOT TO SCALE 1 _ - Q�•d Cpl LUI�� I�uCeK- �1�n `. PLIbI IG ulay '• 1�><�N MAc-H �oPI-ev 7 -ISO Oo A � r~, Ad j F 1 m t r( J.F it IES 'tl Ir 24' DIA. COVERS ` PLAN VIEW FRAMES a COVERS SHALL U lfmq& BE SET WITH MASONRY UNITS �.j}_ Q[ WHICH ARE TO BE MORTARED lei (4JE(L /b ` p �r t i " (j LU�tT-jrld ( IN PLACE \rl; a � *F_" - � - INLET ` -<— T-- �- ` r2 3 MIN. e OUTLET ��7 1 / 1 \� \`� —� 6"MIN. FLOW LINE J �• 2` MIN. 1. Iib / `Wt�'©�v'J" La I UI11 c°� ,�✓, „, / \ f ,- rl� InG• 10"MIN. , 1 C\I socav g�1. �� 3 gep+ic ank 4 FT. MIN. j ( I / ?r\ LIQUID I F ^{! DEPTH t v t p rn j� I t-`rl. LJa;T {-r �-� ` \ / r zo CROSS SECTION VIEW OUTLET TEE LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL BELOW FLOW LINE 4 F NOT TO SCALE T 14 INCHES S FT. 19 INCHES ry 6 FT 24 INCHES 7 FT. 29INCHES r z 8 FT. 34 INCHES DESIGN CALCULATION e�rOlFtc) 2 B4. N' PGI ✓ �L%fY� NUMBER OF BEDROOMS .........rta..........:..... No J�be� ry- a+Gd `� GARBAGE DISPOSAL UNIT ................... F ofJ D E o- TO TAL ESTIMATED -FLOW � FR. scr .! C cnl _GAL/BR./DAYx BR.)._.... 3 GAL/ DAY F A.uJ REQUIRED SEPTIC TANK CAPACITY...,........ d q GAL. ra ACTUAL SIZE OF SEPTIC TANK......... f022 GAL. 4 `y LEACHING AREA REQUIREMENTSSIDEWAL I BOTTOM L AREA !.D GALJS.F. LEACHING CAPACITY (BOTTOM-+ SIDEWALL) =`} GAL. t 1.0 q_,, L- (IE,xR'! ''2r:> C (f ,4 .,�rGf1,_. RESERVE L£ACHIN CAPACITZ ...... 3`/� GAL. CLEAN OUT AND INSPECTION COVER 8 -o,k PLAN VIEW O ®r=r= FRONT VIEW SIDE VIEW FLOWDIFFUSOR DETAIL NOT TO SCALE r-- REMOVEABLE COVER OUTLET PIPES AS REQUIRED INLET FLOW OUTLET ° LINES" s. i, , INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS: DIST. BOX DETAIL NOT TO SCALE k OFR RICHAFp JA61ES O'HEARN "a. 694 Q N of 'qsS RICHARD y, J. ^ O'HEARN No. 27877 e, Nz9)JJbala� 5h311 u II mak r r o ex^��Jo}ion arxshall amain rc�e.�c�a+mlorl. �. QQil s�u4fers 5F»)I le� �oy.J �sc�lx anj all don<��I 6 all le +o dr� Lu,�ilt-:.2 . 9, PLL IJW�UITRSLc INaTC R/A SN414 E E-KC�VAT� i7 F�DI�► Uf!D� � '�N ii �E>`. IC°' � k'^Jh,iia FORM 11/5/85 hcrl'e� 0 Loch b, a�j-d yam° P""� �un4 � \off � noun 2t� LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR ----00 - - - - - - - FINAL SPOT ELEVATION QQ 0 FINAL CONTOUR SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT Oa TOWN WATER VV--- W CATCH BASIN J3 GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E. TITLE 5 AND THE TOWN OF YAFZMOUT{-1 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 N-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 MIN. FRONT SETBACK - MIN. REAR SETBACK 20' MIN. SIDE SETBACK 15' APPROVED BOARD OF HEALTH' DATE AGENT PROJECTOCATION: Loo 4� 54 I-n>ionJ FoaJ w , ya rmo L)+i ; rrj ate. APPLICANT: Lu NfDGR.I- N R. J. O REARI,, 11vc. Reg. Land Surveyors - Reg. Sanitarians 35 ROUTE 134 - ' UNIT 2 - P. D. BOX 237 SOUTH DENNIS, MA. ?-3-86 JP0 �•26•B6UD8 REVISIONS SCALE: DATE: I„ 1 = DR. BY: G• �rtlan�iez APPD. BYE JOB NO.: SHEET 1 OF' FORM 11/5/85