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HomeMy WebLinkAbout83-1541 - Septic Design003��}_ rim •' m o � ogco mE� z o �Y� az '¢p M pwz ®mss U c�' .USO YFOW ¢ R�3o _NZ 0 ¢ 93 ¢zjF m a X02 3mn Apr =QU'hzcmr 1-0 �= ME 2 Lan8S�jmL� 2. _o O -m c7m l! 67s6 2pem 0. em. ` cc0 ufQ r zE o h rccE3 xm Ern c� �l �o 1\ IOM Ur tUUNUAIION E(.av- )000 --"1 l0 FT. MINIMUM 4• CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4' PER FT. 20 FT, MINIMUM FROM FOUNDATION f0 FT. MINIMUM FROM SLAB UR CRAWL SPACE IS �LEV.= 33.00 J�I ELEV.= 32.00 lL LIQUID OUTLET DEPTH TEE 4 FEET 14 INCHES 5 FEET 19 INCHES 6 FEET 24 INCHES 7 FEET 29 INCHES B FEET. 34 INCHES CONCRETE COVERS 4" SCHEDULE 40 PVC PI I— MIN. PITCH 1/8 PER FT t GAS ' BAFFLE H-(10) 1500 GALLON SEPTIC TANK V.- 31.7 6' SUMP 75 / � 2.0• ' ELEv.= LEVEL 31.00 ELEV.= 30.83 DISTRIBUTION . BOX TO BE WATER TESTED (TD BE PLACED ON FIRM BASE) ELEV.=J 30.50 3/4- TO 1 1/2- J CLEAN DOUBLE WASHED STONE GF pT�pQc TTT PT�QPIT+!� FREE OF FINES AND SILTS (NOT TO SCALE) PROPOSED SOIL ABSORPTION SYSTEM. 4 HIGH CAPACITY INFILTRATORS W/ 4,00' STONE —� ON THE SIDES AND 3.00' OF STONE ON THE ENDS. 2' LAYER OF LOAM AND SEED I/El-TOICD STONE CLEAN SAND r� VENT \1 34.00 ��• II _ REQUIRED —'1 Cu. FT OF 31.00 CONCRETE ANCHOR ELEV,. 29.67 SCALu: 1"-20' 4 HIGH CAPACITY INFILTRAICRS W?TH. STONE IN AN 11' X w, X 10' WELL �lA TRENCH FCRHA71ON ZCNE INDEX H—(20) ADJUST SOIL ABSORPTION SYSTEM (SAS) X967 USGS PROBABLE e.ATER TABLE ELEV.' DESERVED WATER iA`_E (11/4/0D) ELEV.= BOTTOM G' TEST HOLE ELEV. 24•Q� TOP C= COASTAL BANK %4'u13; M I' EXISTING SPOT GRADE --66-- EXISTING CONTOUR `,--(�— PROPOSED CONTOUR xI=5 PROPOSED SPOT GRADE OHI CONCRETE COVERS 4" SCHEDULE 40 PVC PI I— MIN. PITCH 1/8 PER FT t GAS ' BAFFLE H-(10) 1500 GALLON SEPTIC TANK V.- 31.7 6' SUMP 75 / � 2.0• ' ELEv.= LEVEL 31.00 ELEV.= 30.83 DISTRIBUTION . BOX TO BE WATER TESTED (TD BE PLACED ON FIRM BASE) ELEV.=J 30.50 3/4- TO 1 1/2- J CLEAN DOUBLE WASHED STONE GF pT�pQc TTT PT�QPIT+!� FREE OF FINES AND SILTS (NOT TO SCALE) PROPOSED SOIL ABSORPTION SYSTEM. 4 HIGH CAPACITY INFILTRATORS W/ 4,00' STONE —� ON THE SIDES AND 3.00' OF STONE ON THE ENDS. 2' LAYER OF LOAM AND SEED I/El-TOICD STONE CLEAN SAND r� VENT \1 34.00 ��• II _ REQUIRED —'1 Cu. FT OF 31.00 CONCRETE ANCHOR ELEV,. 29.67 SCALu: 1"-20' 4 HIGH CAPACITY INFILTRAICRS W?TH. STONE IN AN 11' X w, X 10' WELL �lA TRENCH FCRHA71ON ZCNE INDEX H—(20) ADJUST SOIL ABSORPTION SYSTEM (SAS) X967 USGS PROBABLE e.ATER TABLE ELEV.' DESERVED WATER iA`_E (11/4/0D) ELEV.= BOTTOM G' TEST HOLE ELEV. 24•Q� TOP C= COASTAL BANK %4'u13; M t EXISTING SPOT GRADE --66-- EXISTING CONTOUR `,--(�— PROPOSED CONTOUR xI=5 PROPOSED SPOT GRADE OHI (6" B LOAMY SAND SOIL TEST LOCATION WATER LINE 136'-52' Cl WATER SHUT OFF VALVE V EXISTING GAS LINE CLEAN OUT C.P.O CESSPOOL OCATCH BASIN 10, EXISTING O'NEWNC, SEPTICS AND UTUTIES ARE TO BE REMOVED. Al-' D 11. ISTURBED AREAS ARE TO BE REVEGETATED. 12. CUT -R, DO*NSOCGJTS AND DRYVF_LLS REQUIRED. 13. A VARIANCE V i IS .J.RcC FOR 7t T'n C: FWNDA^,ON TO BE rcc Ty;v acC\S Mire °uN- IN l:a D�",r-�9,�j9jp> ;_- zi.-mr7 DATE OF SOIL TEST: 1-17-01 SOIL TEST DONE 8Y: 0-rCrN7 FW -"0•»% WTNESVO BY: A. YON HQ+,C OBSERVATION HOLE: 1 ELEV,- 30.00 PERCOLATION RATE G2 MIN./INCH 0 52" DEPTH IHORIZ TEXTURE COLOR MOTT. OTHER I C'-12 A/P LOAMY SAND �'ICY? I 2/2 �NO i ROOTS (6" B LOAMY SAND 10YR 5/8 136'-52' Cl COARSE SAND I10YR 6/6 C2 MEDIUM SAND luYR 7/6 407 I52'-120" k COBBLE • NO R'AY":�R: ENCOUNTERED AT 120' ELEV.= 20,00 CATS Ay rT�TS NUMBER CF BEDROCMSI 3 GARBAGE D?SPCSAL UNI'., NO TOTAL ESTIMATED FLOW (110 GAL./BR./DAY X 3 BR.) 330 GAL./DAY REQUIRED SEPTIC TANK CAPACITY: 6.¢ GAL, ACTUAL SIZE OF SEPTIC TANK: GAL. SOIL CLASSIFICATION: T < 5 MIN./IN. DESIGN PERCOLATION RATE: / EFFLUENT LOADING RATE: SuZi.-- GAL/DAY/S:F. LEACHING AREA: 47433 SO. F.T. (11 X 36) + (47 X 2 X '.0/12). LEACHING CAPACITY (AREA X. RATE): 351,00 GAL /DAY 474.33 X 0.74 351,00 RESERVE LEACHING CAPACITY: GAL./DAY 1. ALL WORKMANSHIP AND MATERIALS SHAL' CONFORM TO D.E.P. TLE 5 ANC THE TOWN OF_YA'i-KQ' . RULES AND REGULA ONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2, ALL COv=RS TO SANITARY UNITS SHALL SE BROUGHT TO W1TH'N 6' OF FINISHED ORALE. 3. ALL CDD: NENTS OF THE SAN!TAPY SYS cM SHA' BE CAPA9'E OF w1THSTANDING :;R d+ � 1Q FT, -:IVES OP co "0 GRADE SHAL SC N' N' PLACE. vN S =N V.H_ AS TO CCM!°l – 1ANCr WT-! DEEDED OR ZCN_1,G ._OJ1,'1Ch� CANER /AF P'JCANT IS TO QBIAiN SUCH OL�F:usfiATON FROM APPRCFRIA-E AU'THORTY. 6. 'U7JTES SHOWN ARE APPRCXI'AATE ONLY, EXCAVATION CONTRACTOR IS TO CALL GSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMVENCING W"JRK E•� �T 7. CONTRACTOR TO VERIFY GRADES AND ELEVATONS AS Yr -LL AS SITE CONDITONS P?IDR TO COMMENCING WO.R]K ON SITE. ANY VARIATON IS TO BE BROUGHT '0 THE A77ENIT N OF THE DES!CN ENGINEER IMMEDIATELY. DF FL00'I ZON- C I 8. ARL .S IN 1 I 9. LOT 'S SHOWN ON ASSESSORS VAP 107 AS PARCEL I T. A. F c� 5 DUMAS 1 "; •�+ 619�U I- A�o APPROVED BOARD OF HEALTH r� DATE AGENT O y' `H . AKA P1?OP05"ED s P717 r DESIGN SOTT-74 v I'0R DUBLIN CONSTRUCTION 2FOT CT LAi10A:. f Ar "c r I 4 07 HI GHBANK ROAD it 1Y i 'S O UTH YARl'vI0 UTH, NA 0066-4 SVTEETSER EI+"GINEEIRING PDA 235 GREAT WLSTERN ROAD N\GHeN I P'r_ DENNIS, v -.A 02660 O BOX 713 SOUT fox. 508-398-3063 off 50e-398-3922 gQ� QT DATE: 1—"Z 6'�OI SCALE: In-2Li PcvsEc _, 7-02 I oe ND. 5033 Of`I J 'v 'v _ 1 REv eD SHEET i OF 1 NOT 70 SCALE Q2001 SWCETSER ENGNEERINO 1 IUP' Llr rUUNUA1ION Ott V 3o 00 10 F1. MINIMUM r•. 4• CAST IRON PIPE (OR EQUAL) MINIMUM 1 PITCH 1/4• PER FT. -ELEV.= 33.00 "1 ELEV.= 32.00 LIOUID OUTLET DEPTH TEE 4 FEET 14 'LACHES FEET 19 INCHES 6 FEET 24 INCHES 7 FEET 29 INCH_S B FEET 34 INCHES 20 FT, MINIMUM FROM I I FOUNDATION 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE NO CONCRETE COVERS 4" SCHEDULE 40 PVC PA /-MIN. PITCH 1/8' PER FT. -L", ; LELEV.= 31.75 /7SUMP 210. ' GAS ELEV.=LEVEL BAFFLE I! 31.00 6'ELEV.-30.83 DISTRIBUTION . 5E PLACED ON IRM BASE) BOX 70 BEWATER TESTED H-(10) (TO BE PLACED ON FIRM BASE) 1500 GALLON ELEV.=J SEPTIC TANK 30.50 3/4" TO 1 1 2" J CLEAN DOUB_E WASHED STONE FWACTEpO,�s1�STF3J,PROkIL_AF FREE OF FINES AND SILTS (NOT TO SCALE) OY- 2' LAYER CF LCAM AND SEED 1/8• TC 1/2' ��-JJJ CLEAN SAND WASHE.� STONE 1 1 I � nrNT 34.00 MAX. � I! - 31.00ri u 1 Cu. FT. OF �VCCN;,RETE ANCHOR ELEV.. 29.67 -LFd-�'T '1, EXISTING SPOT GRADE --06- EXISTING CONTOUR --- Pry- PROPOSED CONTOUR Ir 11&5 PROPOSED SPOT GRADE OHI NO ROOTS SOIL TEST LCCA7ON B WATER UNE 46, WATER SHUT OFF VALVE ALL WORKMANSHIP AND MATEP,IA'-S SHALL CONFORM TO D.E.P. EXISTING GAS UNE Cl CLEAN OUT C.P,O CESSPOOL 2QI-= DATE OF SOL TEST: 1-17-01 SOL TEST DONE BY; tllCCT'0EA 0401MEVIM. MTNESV- By: A. VON N04E OBSERVATION HOLE: 1 ELEV.= 30.00 PERCOLATION RATE t2 MIN./INCH 0 52 - DEPTH TORIZI TEXTURE I COLOR MOTT. OTHER 0•-12, A/P I LOAMY SAND 10YR 2/2 NO ROOTS 12'-36" B LOAMY SAND im 5/8 1. ALL WORKMANSHIP AND MATEP,IA'-S SHALL CONFORM TO D.E.P. 36'-52" Cl COARSE SAND IOYR 6/6 TRENCH FCRMA'ICN 52"-120' C2 MEDIUM SAND IOYR 7/6 T^ CA?�CULt1TI0NS• 409 3- A VARIANCE OF IS RLCU PED `,^P 7rE !Ctn OF Fy,;tiDAT10N TO BE 3. 1 c ?'AN A ^`, H G P^ v v 0C COBBLE y' SPiK' NAL ¢ ELEVATION= 28.2' L1.9 v TOP OF \ COASTAL BANK �V i hA •.. \.� lj. L PROP. _ N _ DRYWELL Q VOP 8.2% T." (EXISTING `_� . PROPOSED 1500 ,GRASS) GAL SEPTIC TANKS �1 \ - 1 � HAYBALS' o GARAGE VENT OH -1 , X ___XT RKUV T j o' x XYb .e �. , 6 0 = F ; c„ PROPOS. , � � � D 3 BEDROOM 63.4' DWELLING TOF=35.00 3 x X 3c, r. �'� 0 _�l ', PROP. x 1534 " xi SAN, GE,}l• _ t S RESP ��. r _ SAS ,�f R E x -, 63 34 0. PROPOSED SOIL ABSORPTION R' SYS EM. 4 HIGH CAPACIT INFILTRATORS W/ 4.00' STONE ON THE SIDES AND 3.00' OF STONE ON THE ENDS. - A pPOSEDS�EP IC DE,SIGY j ij a' OR - DUBLIN CONSTRUCTION • NO 7TOTZ� ENCOUNTERED AT: 120' ELEV.= 20.00 4 HIGH CAPACITY INFIL'RAL�S RESERVE LEACHING CAPACITY: 351,00 GAL./DAY I ^'I STAtrEETSER ENGINEERING rRc� N+cNeN / 0�� .CATCH BASIN DA E, 1-26-01 SCALE: WITH STONE IN AN 1! X 3t' 1C' 1. ALL WORKMANSHIP AND MATEP,IA'-S SHALL CONFORM TO D.E.P. N A TITLE 5 AND THE TOWN Of YARVOITF!_RULES AND REGULATIONS 11. ALL DISTURBED AREAS ARE TO BE REVEGETATED. TRENCH FCRMA'ICN 12. GUTTER, DOWNSPOUTS AND ORYWELLS REQUIRED. i' ALL COVERS TC SANITARY UNITS SHALL BE BROUGHT TO WITHIN WELL T^ CA?�CULt1TI0NS• 6. OF FINISHFO GRADE. 3- A VARIANCE OF IS RLCU PED `,^P 7rE !Ctn OF Fy,;tiDAT10N TO BE 3. ALL COMPONEIJTS Of THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING c ?'AN A ^`, H G P^ v v 0C ZONE _ ... .F pr u"`WN 0 PT. GF H-(20) _ -�_' _ t i INDEX NUMBER ❑F BEDROOMS, 3 (SOIL ABSORPTION I,eV NA CN wAS ___N uA„_ AS TO COMPLIANCE WTH DEEDED OR AD -UST GARBAGE DISPOSAL UNIT, 1- FROM APPGOPRIA- AU"HORITY. I UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CAL TOTAL ESTIMATED FLOW 'DIGSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK $YSTEN, (SAS) I 9.67 (110 GAL./BR./DAY X 3 B.R.) 930 GAL./DAY PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO B. BROUGHT REQUIRED SEPTIC TANK CAPACITY: 660 GAL. PARCEL IS IN FLOOD ZONE C 4. LOT IS SHOWN ON ASSESSORS MAPMAS PARCEL 1 ACTUAL SIZE OF SEPTIC TANK: -i GAL, GAL. SOIL CLASSIFICATION: -I � DUMAS Ni610+ A DESIGN PERCOLATION RATE: < 5 MIN./IN. A c y, ' ITARt1'N USGS PROBABL E WATERTABLE E WELEV.= ELEV,= / EFFLUENT LOADING RATE: X1,74 GAL./DAY/S-.F, DESERVED WATER (11/4/00)ETER LEACHING AREA: =. ' SO. F.T. BOTTOM C' TEST HOLE ELEV.= 20.00 (11 X 36) + (47 X 2 X 10/12) y' SPiK' NAL ¢ ELEVATION= 28.2' L1.9 v TOP OF \ COASTAL BANK �V i hA •.. \.� lj. L PROP. _ N _ DRYWELL Q VOP 8.2% T." (EXISTING `_� . PROPOSED 1500 ,GRASS) GAL SEPTIC TANKS �1 \ - 1 � HAYBALS' o GARAGE VENT OH -1 , X ___XT RKUV T j o' x XYb .e �. , 6 0 = F ; c„ PROPOS. , � � � D 3 BEDROOM 63.4' DWELLING TOF=35.00 3 x X 3c, r. �'� 0 _�l ', PROP. x 1534 " xi SAN, GE,}l• _ t S RESP ��. r _ SAS ,�f R E x -, 63 34 0. PROPOSED SOIL ABSORPTION R' SYS EM. 4 HIGH CAPACIT INFILTRATORS W/ 4.00' STONE ON THE SIDES AND 3.00' OF STONE ON THE ENDS. �V6 PROD. 5�4n 4Y DRYWELU / LOfi AREA= 6535 18,681 S. F. t / IN 47'i , PT,p?4r SCALE: 1"=20' so YaRMoUTH, A- - A pPOSEDS�EP IC DE,SIGY LEACHING CAPACITY (AREA X RATE): 35LOO GAL./DAY a' OR - DUBLIN CONSTRUCTION 474.33 X 0.14 `PRO= LOCA:'fON: I 407 HIGHBANK ROAD j So UTH YAR11/IO UTH, MA 02664 RD4 p T 4£S RN 1 RESERVE LEACHING CAPACITY: 351,00 GAL./DAY I ^'I STAtrEETSER ENGINEERING rRc� N+cNeN / 0�� 235 GREAT WESTERN ROAD 1 PO BOX 713 SOUTH DENNIS, UA 02660 1 off. 508-398-39= _ taK_508-398_3063 DA E, 1-26-01 SCALE: 10. EXISTING DWELUNG, SEPTICS AND UTILITIES ARE TO BE REMOVED. 1. ALL WORKMANSHIP AND MATEP,IA'-S SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN Of YARVOITF!_RULES AND REGULATIONS 11. ALL DISTURBED AREAS ARE TO BE REVEGETATED. FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 12. GUTTER, DOWNSPOUTS AND ORYWELLS REQUIRED. 2. ALL COVERS TC SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHFO GRADE. 3- A VARIANCE OF IS RLCU PED `,^P 7rE !Ctn OF Fy,;tiDAT10N TO BE 3. ALL COMPONEIJTS Of THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING c ?'AN A ^`, H G P^ v v 0C 4 !nA^ VG UNLESS THY ARE UNDER OR W1ThIN 10 FT. OF 'DRIVES OR _ ... .F pr u"`WN 0 PT. GF IRP ^¢`�. 'Q E--. rnViceS TO FADE SHALL 9E MCRTAPEO IN PLACE. 5. I,eV NA CN wAS ___N uA„_ AS TO COMPLIANCE WTH DEEDED OR �Cti vG P wJ .ONS. Cx`.ER/ ?P C.4VT IS TO O6TAIN SUCH DETERMINATION FROM APPGOPRIA- AU"HORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CAL 'DIGSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR TO VERIFY GRADES AND ELEVATICNS AS WELL. AS SITE CONDI'!ONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO B. BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8, PARCEL IS IN FLOOD ZONE C 4. LOT IS SHOWN ON ASSESSORS MAPMAS PARCEL 1 � I �. T. A. M1"kA � DUMAS Ni610+ A �i •a APPROVED BOARD OF HEALTH A c y, ' ITARt1'N / DATE AGENT �V6 PROD. 5�4n 4Y DRYWELU / LOfi AREA= 6535 18,681 S. F. t / IN 47'i , PT,p?4r SCALE: 1"=20' so YaRMoUTH, A- - A pPOSEDS�EP IC DE,SIGY �� GP •Pa A I w a' OR - DUBLIN CONSTRUCTION `PRO= LOCA:'fON: I 407 HIGHBANK ROAD j So UTH YAR11/IO UTH, MA 02664 RD4 p T 4£S RN 1 ^'I STAtrEETSER ENGINEERING rRc� N+cNeN / 0�� 235 GREAT WESTERN ROAD 1 PO BOX 713 SOUTH DENNIS, UA 02660 1 off. 508-398-39= _ taK_508-398_3063 DA E, 1-26-01 SCALE: I REhSED 1-17-02 .Hoe No. 5033 �1V � U S M 1-i� NOT TO SCALE RE�s D SHEET 1 OF 1 ©2001 5WEET5ER ENGINEERING