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HomeMy WebLinkAbout141.56 - Proposed Septic Designr BENCHMARK NC-VD,' A,141^1 /ZOAn ro,oz MOTT. OTHER TOP OF FOUNDATION .Bendy L EL I9. FL 20,OJt+�U NOT REQUIRED "ow. (OR EQUAL) MINIMUM PITCH 1/4PER FT. Z WJL c CE . O tESES - 1 CU. FT. OF 5, A,,S. ZA13EL F1`rBR EL / * CONCRETE Irl^w UNE ANCHOR '. ELEV. GMNE,Ee e ° ° ° —° - ° . e ^4 EUEY. m /G.OJPL J4.ELEV. SU VL ./D ELEV. EV. e/8 BAR1F Hep DISTRIBUTIONS m / LIQUID OUTLET EV. /c CLILrECT RECHARCER330 DEP]h TEE (TO BE PLACED N RM BASE} BOX W! Th STONE IN AN 4 FEET 14 INCHES c� GLFIVL�eF, �. TO BE WATER TESTED 12 x 43" x 2 TRENCH FORMATON GG i SOIL TEST - DATE OF SOIL TEST 2 Gs 4 i SOIL TEST DONE BYg t . v or L` PA'. WITNESSED BY 13.0 ff OBSERVATION "HOLE 2 ELEV.- le -e OBSERVATION HOLE 3 ELEV-= PERCOLATION RATE Se IJ MIN./INCH ATINCHES PERCOLATION RATE •4 MIN./INCH AT .f4'QG INCHES DEPTH BENCHMARK NC-VD,' A,141^1 /ZOAn ro,oz MOTT. OTHER TOP OF FOUNDATION .Bendy zu f 1. MINIMUM FROM CELLAR v.v�rui"ri!_t rLEV. a P,:2 9" 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE i+rq T(�P+RL p/ san dy 2•Sy CLEAN SAND 30� NGVD f• e San,) CONCRETE I• EG /6,? F,nt COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED : iv ZI F_ L 2 J i 4' CAST IRON PIPE MIN. PITCH 1/8e PER FT. 2' LAYER OF 1/8' TO ASHED STONE 1/2' W EL 2J•OCti A1F,x VENT L EL I9. FL 20,OJt+�U NOT REQUIRED "ow. (OR EQUAL) MINIMUM PITCH 1/4PER FT. Z WJL c CE . O tESES - 1 CU. FT. OF 5, A,,S. ZA13EL F1`rBR EL / * CONCRETE Irl^w UNE ANCHOR '. ELEV. GMNE,Ee e ° ° ° —° - ° . e ^4 EUEY. m /G.OJPL J4.ELEV. SU VL ./D ELEV. EV. e/8 BAR1F Hep DISTRIBUTIONS m / LIQUID OUTLET EV. /c CLILrECT RECHARCER330 DEP]h TEE (TO BE PLACED N RM BASE} BOX W! Th STONE IN AN 4 FEET 14 INCHES c� GLFIVL�eF, �. TO BE WATER TESTED 12 x 43" x 2 TRENCH FORMATON GG i SOIL TEST - DATE OF SOIL TEST 2 Gs 4 i SOIL TEST DONE BYg t . v or L` PA'. WITNESSED BY 13.0 ff OBSERVATION "HOLE 2 ELEV.- le -e OBSERVATION HOLE 3 ELEV-= PERCOLATION RATE Se IJ MIN./INCH ATINCHES PERCOLATION RATE •4 MIN./INCH AT .f4'QG INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER .Bendy 7.SYR v.v�rui"ri!_t i+rq T(�P+RL p/ san dy 2•Sy „. 30� f• e San,) G ;Oy.P I• EG /6,? F,nt 12 p S2 Q s FsnC Sal -.I _f -y ,r 40"6' Lr ocrsrv, ._—'�/4 2 4y Yes__ EL I3.i zr e•z io:s 12 -C 3 _� r, S yG 2 .__..-.. EG 9 0 -G - - /Ze sMoll L Loamy !Sl CS /.ne Sar.ej - DEPTH 5 FEET 19 INCHES HORIZ TEXTURE- COLOR MOTT. OTHER .Bendy 7.SYR v.v�rui"ri!_t m,n rep JFtG Loar,ey 2..<'y 30� f• e San,) G ;Oy.P I• EG /6,? F,nt G4d.�y s -y ,r Fines / Y!S ne.•C e•z io:s - 12Q 2000 ' GALLON IF MORE THAN ONE OUTLET / 3 ' �', * Nr3 WATER ENCOUNTERED AT /� + ELEV.:.� 6 FEET 24 INCHES A NO WATER ENCOUNTERED AT ELEV. 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION %i WELL —� 8 FEET 34 INCHES SEPTIC .TANK ZONE f � P_"- IZG., (a ZZ 3/4''70 1 1/2' INDEX � 7, H04 WASHED STONE SYSTEM (SAS) AD,XIST (L oT Z 4 T'NOA E' "S PE2C. < 2/ ++�t%iN LEGEND: DESIGN CALCULATIONS yr SEWAGE DISPOSAL `SYSTEM PROFILE, USGS PROBABLE WATER TABU ELEV. _ /� A EXISTING SPOT ELEVATION 00%0 NUMBER, OF BEDROOMS (2 PlzoP'p) OESIGN 1 NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. m >!1^* „ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO DOT-MMOPSL,i,TABLE .MAtrE2lgc. ELEV. /o -s trn 3) FINAL SPOT ELEVATION00. TOTAL ESTIMATED FLOW FINAL CONTOUR ----�y�y� - (110 GAL/BR./DAY X Q BR.} � p CAL/DAY : M U 7_ Uf /_ T Z 0f"G' I I S� �<"iv iS SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY /600 GAL �^ ©T' R Q V1±��D IIE7'1�/ fin/ UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 2000 GAL TOWN WATER —W SOIL CLASSIFICATION ' I ' 3 JJ13•'LE!?lItG '}Sf .CNY•S�<;;12. 1_t : I �!k o8_I ijj DESIGN PERCOLATION RAT E x 2 j�&-jM IN./N .FQ TCATCH BARN ®) 40 GAL/DA Y /S.F.GAS UNE 734 5Q. FT. +C1EAN OU LEACHING 3 EFFLUENT LOADING RATE CESSPOOL C.P. PkaOpJSED LLEACHING CAPACITY (AREA X RATE) 49/.GGAL /DAY Ga) RESERVE LEACHING CAPACITY �-GAL/DAY V. za.02N:YrLyT� NOTES' 1. ALLWORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 5 AND THE TOWN OF yn 4'n o vT N RULES AND TITLE I r�f3 T/d 7 n REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE, tt / QUO �/F/�/ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO . • \ LENITCN L'F:SIN 1 / flRoun/D �X/STi•vG r�QtFS WITHIN 6' OF FINISHED GRADE. 'fi'r r 1 �Lyc iI - y Q/4JN TO-J�J!}� �J i 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF p'?A"Aj' '=iP I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN N I i '+ 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE } a a USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS i r n 1 / i c0T VER GRADE j/ --`"- � j �—�.--"' S T ,,g ONARY UNITS USED TO BRING COVERS TO SH I\ I I �, /L�t DETERMINATION HAS BEEN MADEASTO COMPLIANCE WITH \ IIN ,� -.}.., E1J..tc• pf-3.r'7G TG/Yiya,/�+.,s � c S N 4. BE MM -ry7lj- i . NO DO :I{�. , . • ..� , y. } `� t + J f 3'wJDf �' ( I , _ -- -.. _. _ _ _ - --- --�• -__ - ------ - 5 �£�£D-OR Z aNG REGULATIONS.. O"Y ER / APPLICANT IS TO t*' ! OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ` i'i �+ M r✓•A hl }-F f C }1 WfIT,,-jZ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY: EXCAVATION CONTRACTOR 3' t IS TO CALL "DIG -SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS a 1✓7Tf�)L 'y�`r� ! 1 '�5_ .NiSL NGVTj RI TO COMMENCING WORK ON SITE. ` y ' G y # i . CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL `AS c yy°°. ems, �' I 7 X y X X k4 /l_�- -- ST><Ir�CD HfiY i/9 t �e. of Lf?oof SITE CONDITIONS PRIOR TO COMMENCINGWORK ON SITEcfr a ftt D 8. PARCEL IS IN FLOOD ZONE e {' I ^EA C L I 2., l7 D' y , 4, I I• TPI,'.. Fr:.Ci IL / < -�. ��., f.r � t - QOk' DE R ) t,/ G VEGE ?f! 71_ ,Z7 rr 9. 107 IS SHOWN ON ASSESSORS MAP 12 4 AS PARCEL � e , .n � j j.,.` DORCN ',1Al 4J-x-X� LJ .x' .-`\.. ''. Vl/,E •�•-L/�-� 3Q ,,/NSI�l;�'r^ef;O:e'40• / ;+ .--:' I r�,`JvY -n�,�- 1 -.. .l NII-lNii..:T• !%E'i�f' _,rtl,ei L4. '3 f! 7, rrv+Ov1.'"oF-TZ J1r.r7 vim; iije,2.�N2J .i'o:2 . a 1j _ plt0pc�sc1 iI B SJ4,ER AN ac�a oc .✓.:`, Y.. ♦: 7`: _ �:yt 'K'%17 Pv` + s �j A. NiiN,M=.iM "QC rF: k V I C/ /4/9 % : C4AC1G/NGS kE.Sa 2YF �oJf F$.So&.�;,•cM ;KYT-�n,, .,V Y - F'ROP0.9�D . i ?a 1? 7aPfYIJ c S t n � '•:, _:, �._� \J. / : � J ,. -, � y N��'. f.�. �e:.. F'I.. -F., V✓/T;:!�O%1.'F7N SRIvt f;;•i`Si'r*1 .. 17-L£ .r � 70 CMR IS.Z.=�r :".s,1 .. ty I wE1L Ai I irvzc�/ , �1 lt._CnN7r=?Czc�-is ro car�rnc rF:r tis c.s , .. •. J`., :_ SEPTIL'.,. D j �f i : ry - Gl+".1�F12 Ytai' A/ji'>F_G771 tiv4 j. K i713i 8.ELd I - - - .: .rje [ on v n rto v O f' 7"N � GJ �j rv/,r w7-lu i- -m � � ) „- t V1H OF t�nTtsT'//i�' >�TarerR. T� fi',�cL ,PLi9G•�rl:En,'T F,_CrS, .rrlet�QLt'o EY GTti� , ,4 o 7 a SHORT APPROVED: BOARD OF HEALTH Y� . ; ~•d^^`' 4' � I i��• � f '� ' I{ ( •f' �J� �i ! U { .Ai. CI.I{). , , i(Vl { i j N "•' i ` +011A1 ENS' ^✓ DATE AGENT � P covnrc;r� PTIC DESIGN �. _ FOR E 5T , PROJECT LOCATION ➢,p t , . ' `, r• -y ? j �_`.. , - I /. - .. _L. fei % L'� " 4 Ld0J/','L/ !j G 3 �• �� RM 0 UTP POP, 7` MASS, 0 CRAIG SHORT P.O. BOX 1044��e J > 1508- 3 508- 38-3]1 'SOUTH DENNIS, MASS 02660