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HomeMy WebLinkAboutApp# 4687.. 77 _i V f f k -. j 1 n .. _ - :: is :are for the Pcrlfmrna(' c`Pfans and layouts y,[�CD : _err nl ht. ite use of their custom. o y • flny other;Use rs strctly;,pYo ibit _. a Y , --- _ _. } t 1 TAfill 1 20 FT. MINIMUM FROM CELLAR TOP OF FOUNDATION 10 FT. MiNtNUM FROM SLAB OR CRAWL SPACE ELEV. - OC 3' 10 FT. MINIMUM CONCRETE COVERS 4- SCHEDULE 40 PVC PIPE MIN. PITCH 1/80 PER FT. g a[ 4- CAST IRON PIPE PITCH 11,/i4� PERIMUM FT. ELEV - 2L D ELEV . yss .f OLaNWO ,: ,I li I 331111"eW4'J H1f10WHVA r Q3AOtiddtl e CLEAN SAND . • - . . . . . - ,2: ELEV. - 9Z , a —t,s.v. - , - --- I � LEvt1 4 s 6ELEY. - 9 2- LAYER OF TEXTURE COLOR TO 1/2 - - —�--- DISTRIBUTION 9 WASHED STONE Lor3mY N,y lop'. j i Z ELEV., y¢, REQUIRED NOT REQUIRED z 1 CU. FT. OF BOX CONCRETE 777 .a ANCHOR o'x 4.Z' X,Z' TRENCH FORMATION . • - . . . . . - ,2: ELEV. - 9Z , a —t,s.v. - , - --- I � LEvt1 4 s 6ELEY. - 9 • TEXTURE COLOR B CAFFSLE ELEV' - —�--- DISTRIBUTION s cux ec a3o Fw3`s�"C- Lor3mY N,y lop'. j i Z ELEV., y¢, )C 60 ii h-1 /CCoo BOX z FSrl3 (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED o'x 4.Z' X,Z' TRENCH FORMATION 1 500 GALLON IF MORE THAN ONE OUTLET (To BE PLACED ON FIRM BASE) SOIL ABSORPTION Q zp"�NE SEPTIC TANK 3/4' TO 1 1/2" SYSTEM (SAS) IADP T WASHED STONE BOTTOM OF TEST HOLE ( .TTSGS�RpB ffi dlTLii ABLE a" - SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. NOT TO SCALE O �}J i i I f rtiY� S ♦ -YT T GI R`'S�r SOIL TEST DATE OF SOIL TEST i /$ f9 1` VVl SOIL TEST DONE BY T- A- DUMAS — 4 WITNESSED BY 5` i N H o A -) L q("'OBSERVATION HOLE 2 ELEV-- 9 �' OBSERVATION HOLE 1 FLEW GG INCHES PERCOLATION RATE /- MIN./INCH AT �8 INCHES Dcorni annu RATF z� MIN.ANCH AT DEPTH HORIZ TEXTURE COLOR MOTT. OTHER Lor3mY N,y lop'. j i Z )C 60 ii h-1 /CCoo Ao�� CaELz..E`> FSrl3 �i t/OWATER ENCOUNTERED AT -jjgZL ELEV. - 5S'y- LEGEND: EXISTING SPOT ELEVATION OOxO EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -O- TOWN WATER—W-��1 CATCH BASIN �a GAS LINE G DEPTH HORIZ TEXTURE I COLOR MOTT. OTHER )40 WATER ENCOUNTERED AT i ? Z ELEV. - '5 !o' U DESIGN CALCULATIONS NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW GPTR) o GA REQUIREDSETIC TANK CAPACITY ACTUAL SIZE OF SEPTIC TANK I- 0O GAL SOtLDGN�PERCCOLATION RATE < 5' MIN./IN. EFFLUENT LOADING RATE In, 74 GAL/DAY/S.F. LEACHI G �� SO. FT. tioK4R�rorE4X LEACHING CAPACITY (AREA X RATE)r'7GAL/DAY RESERVE LEACHING CAPACITY "I H42 GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHAL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF y 1y RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE 3.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. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL -DIG-SAFE- AT 1-600-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 6. PARCEL IS IN FLOOD ZONE C 9. LOT IS SHOWN ON ASSESSORS MAP 1 - AS PARCEL j q, APPROVED: BOARD OF HEALTH s 1\ DATE AGENT PROPOSED SEPTIC DESIGN FOR PAUL TOUGAS III 3 PROJECT LOCATION LOT 33 MERCHANT AVENUE I (/ I j TADCO ENVIRONMENTAL CONSULTANTS y1 f P.O. BOX 615, EAST DENNIS, MA 02641 385-2425 I' SCALE �" = 20 JOB' "E REVISED ' NO• 15 4 6 LOCATION MAP--� REVISED SHEET I OF I 01995 T. A. DUMAS TOP OF FOUNDATION ELEV. -0�-\ ® PrNE ro OAK DISTRIBUTION - s cu�rEG 334" o3sra�t- \ BOX y¢.6 a (TO BE PLACED ON FIRM BASE) 1 500 GALLON IF MOREEVAAN ONE OUTLET /0 Ix 4z' <z' TRENCH FORMATION SEPTIC TANK (TO BE PLACID ON FIRM. BASE) SOIL ABSORPTION Q ZONE WA ED S 1rONNE SYSTEM (SAS) IAD JU SEWAGE DISPOSAL SYSTEM PROFILE eoTroM of TEST: eR OBSERVED Whams �RToAA A �+o ABLE �:--��---- NOT TO SCALE A 1�' i I I all OIL, �~ 9 ID J. 4 8Pac,: ' f L_ r `,fes iL F / = 4.- I SOIL TEST'S DATE OF SOIL TEST SOIL TEST DONE BY T. A. DUMAS WITNESSED BY_A'. V64 MOLL- OBSERVATION HOLE 1 �- 9G,4' OBSERVATION HOLE 2 �- ��'o PERCOLATION RATE z L MIN.ANCH AT GG. INCHES PERCOLATION RATE 4,7-_ MIN./INCH AT `}8 INCHES DEPTH HORIZ TEXTURET COLOR CLEAN SAND LOAM AND SEED OTHER 20 FT. MINIMUM FROM CELLAR 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE COVERS IOyi'-3rZ PROJECT LOCATION LOT 33 MERCHANT AVENUE 1C00 i _.7 4' SCHEDULE 40 PVC PIPE E&AES L%�3 G TADCO ENVIRONMENTAL CONSULTANTS P.O. BOX 615, EAST DENNIS, MA 02641 385-2425 is -!3 MIN. PITCH 1/8- PER FT. MED�coef,� /oyp & 2' LAYER OF CoFD FS REVISED(JOB No. ! 5 4 6 1/8- TO 1/2- SHEET I OF w.nnx T • mill 4� WASHED STONE NOT e CAST IRON PIPE REQUIRED z 1 CU. FT. OF (OR EQUAL MINIMUM PITCH 1/4 PER FT. CONCRETE FLOW UNE9/7, ( �' ANCHOR -ELEV. - 5t" 0 10' ''MIN. 19' ELEV. - 9S,S BPA, LEVEL ELEV. - S.o B' SU ELEV. - 94'E . ELEV. - DISTRIBUTION - s cu�rEG 334" o3sra�t- \ BOX y¢.6 a (TO BE PLACED ON FIRM BASE) 1 500 GALLON IF MOREEVAAN ONE OUTLET /0 Ix 4z' <z' TRENCH FORMATION SEPTIC TANK (TO BE PLACID ON FIRM. BASE) SOIL ABSORPTION Q ZONE WA ED S 1rONNE SYSTEM (SAS) IAD JU SEWAGE DISPOSAL SYSTEM PROFILE eoTroM of TEST: eR OBSERVED Whams �RToAA A �+o ABLE �:--��---- NOT TO SCALE A 1�' i I I all OIL, �~ 9 ID J. 4 8Pac,: ' f L_ r `,fes iL F / = 4.- I SOIL TEST'S DATE OF SOIL TEST SOIL TEST DONE BY T. A. DUMAS WITNESSED BY_A'. V64 MOLL- OBSERVATION HOLE 1 �- 9G,4' OBSERVATION HOLE 2 �- ��'o PERCOLATION RATE z L MIN.ANCH AT GG. INCHES PERCOLATION RATE 4,7-_ MIN./INCH AT `}8 INCHES DEPTH HORIZ TEXTURET COLOR MOTT. OTHER O -fin � Lpn�Ny�'J,y IOyi'-3rZ PROJECT LOCATION LOT 33 MERCHANT AVENUE 1C00 i _.7 /v '/P- 49 roY� Sib E&AES L%�3 G TADCO ENVIRONMENTAL CONSULTANTS P.O. BOX 615, EAST DENNIS, MA 02641 385-2425 is -!3 (� MED�coef,� /oyp & DATE 4 / I / 98 CoFD FS REVISED(JOB No. ! 5 4 6 NOWATER ENCOUNTERED AT 13J2-," ELEV. - 8S, 4 - LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER """"W GATCH BASIN ©� GAS UNE G p,PPROVED ' y�!„DU7H COMMITTEE ,r ; DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER a- 4- p Wormy ' l�/ )p Z507> PROJECT LOCATION LOT 33 MERCHANT AVENUE �YIIGs%'tJ� /v '/P- 49 roY� Sib E&AES L%�3 G TADCO ENVIRONMENTAL CONSULTANTS P.O. BOX 615, EAST DENNIS, MA 02641 385-2425 N O WATER ENCOUNTERED AT I ?!,z ELEV. - 8,/"o DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW (jLQ.GAL/BR./DAY X BR.) 440 GAL/DAY REWIRED SEPTIC TANK CAPACITY fact GAL ACTUAL SIZE OF SEPTIC TANK I SC) GAL SOIL FICATION X DESIGNNPPERCOLATION RATES`a���_.... MIN./IN. �QQQ.�]]] EFFLUENT LOADING RATE GAL./DAY/S.F. =4Z�tT2or&4X2 -&—SO. FT, LEACHING CAPACITY (AREA X RATE) 4&,�'7GAL/DAY RESERVE LEACHING CAPACITY 41-417 GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL�PNFORM TO D.E.P. TITLE 5 AND THE TOWN OF y!, h'n 4U > RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WTHIN 6' OF FINISHED GRADE 3. 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 MALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. S. PARCEL IS IN FLOOD ZONE e- 9. LOT IS SHOWN ON ASSESSORS MAP _11 `r' AS PARCEL APPROVED: BOARD OF HEALTH DATE AGENT 11 I I PROPOSED SEPTIC DESIGN FOR PAUL TOUGAS PROJECT LOCATION LOT 33 MERCHANT AVENUE TADCO ENVIRONMENTAL CONSULTANTS P.O. BOX 615, EAST DENNIS, MA 02641 385-2425 DATE 4 / I / 98 sCAM 1- = 20 REVISED(JOB No. ! 5 4 6 SHEET I OF w.nnx T • mill LOCATION MAP D