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HomeMy WebLinkAbout3 Sheffield Road - Septic Design 2TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR = OUNDA_-\ I 10 FT. MINIMUM 10 F . MINIMUM FROM SLAB OR CRAWL ELEV. _ ___ 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. 8.45 4" CAST IRON PIPE SLAB ELEV. = _93.30 (OR EQUAL) MINIMUM PITCH 1/4" PER FT. ELEV. = 92.35 U M 1 ELEV. _ _82d2_ ' N. 22 ELEV. _ _91.67 LEVOEL GAS ELEV. 6" SUMP ELEV. = BAFFLE DISTRIBUTION ELE 1.1: . OUTLET TEE 14 INCHES (TO BE PL 19 INCHES 150 24 INCHES 2INCHES34 INCHES SE BOX -]?L CED ON FIRM BASE) TO BE WATER TESTED GALLON IF MORE THAN ONE OUTLET (TO BE PLACED ON FIRM BASE) TIC TANK 3/4" TO 1 1/2" CLEAN DQ- INSPECTION PORT DOUBLE WASHED ST NE 'I ELEV.-__94_00 FREE OF FINES & S LT LOAM AND SEED SEWA E DISPOSAL SYSTEM PROFlLE NOT TO SCALE SOIL TEST DATE OF SOIL TEST DECEMBER 23, 2003 SOIL TEST DONE BY EWEETSER ENENGINEERING CLEAN SAND WITNESSED BY u. MSIR-P 2" LAYER OF 1/8" TO 1/2" WASHED STONE 14.50 MAX, 92,25 MIN, NOTREQUIRED z 91.50 ° ° ° _ ° ° ° _ __ _ ° looELEV. _ 90.17_ DEPTH HDRIZ TEXTURE COLOR MOTT. N� 0-7 INSPECTION PORT OBSERVATION HOLE 'I ELEV.-__94_00 7-31 OBSERVA71ON HOLE 2 ELEV.= 93.00 LOAM AND SEED PERCOLATION RATE «__' MIN./INCH IN C HORIZON PERCOLATION RATE <2^ MIN./INCH AT �68 INCHES 2" LAYER OF 1/8" TO 1/2" WASHED STONE 14.50 MAX, 92,25 MIN, NOTREQUIRED z 91.50 ° ° ° _ ° ° ° _ __ _ ° looELEV. _ 90.17_ DEPTH HDRIZ TEXTURE COLOR MOTT. OTHER 0-7 0/E MEDIUM SAND IOYR7/1 NO 10YR7/1 7-31 B LOAMY SAND 10YR7/4 ROOTS 31-138 C MEDIUM SAND 2.5Y8/2 _22.33 SQ. FT. 3 HIGH CAPACITY INFILTRATORS WITH STONE IN AN z 11' X 24' X 10' TRENCH FORMATION m '17 N WELL N A NO WATER ENCOUNTERED ATI_,3fl_ ELEV. _ _825 SOIL ABSORPTION D ZONE INDEX DEPTH HORIZ TEXTURE COLOR 00TT. OTHER 0-6 0/E MEDIUM SAND 10YR7/1 NO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 6-46 8 LOAMY SAND 10187/4 �aLT_ ROOTS & LEACHING AREA _22.33 SQ. FT. TOWN WATER -W�W (11X24)}(35X2X/0/12) COBBLES 46-132 C MEDIUM SAND 2.5Y8/2 CESSPOOL CP _ NO WATER ENCOUNTERED AT _NO.- ELEV. _ __82 -IID_ SYSTEM (SAS) ADJUST DESIGN CALCULATIONS 2 NUMBER OF BEDROOMS - USGS PROBABLE WATER TABLE ELEV. _ ___ GARBAGE DISPOSAL UNIT OBSERVED WATER TABLE ( / / ) ELEV. _ TOTAL ESTIMATED FLOW BOTTOM OF TEST HOLE ELEV. = 82 QQ_ LEGEND: 0 ( 110 GAL./BR./DAY X 2_ BR.) -MQ- GAL GALJDAY EXISTING SPOT ELEVATION •0. REQUIRED SEPTIC TANK CAPACITY0_ 130_0_ GAL. EXISTING CONTOUR ----00---- ACTUAL SIZE OF SEPTIC TANK TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR FINAL SPOT ELEVATION � 00. SOIL CLASSIFICATION - I FINAL CONTOUR WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DESIGN PERCOLATION RATE :5 5- MIN./IN. GAL./DAY/S.F. SOIL TEST LOCATION EFFLUENT LOADING RATE �aLT_ UTILITY POLE `a- LEACHING AREA _22.33 SQ. FT. TOWN WATER -W�W (11X24)}(35X2X/0/12) CATCHBASIN G O7 LEACHING CAPACITY (AREA X RATE) Z GAL./DAY A 322.33 X 0.74 CESSPOOL CP _ RESERVE LEACHING CAPACITY 2'• -*Z GAL/DAY CLEANOUT C 0• SIS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 1 /( PROPOSED SEPTIC DESIGN 1 FOR OLD TOWNHOUSE v ��`� Q DUBLIN COPISTRUCTIO%t I . � NCE CONSTA PROJECT LOCATION IDT /^�R1 ID 1 ��. 3 SHfE;F'F'iEI� RD., . YARYOUTH � 3 J G G x_235 GREAT WESTERN ROAD P. 0. BOX 713 SHEFFIELD - �� .398-3922 SOUTH DENNIS, MASS. 02660 \� uJCVa7 DATE ' 200 SCALE 1 c 20 REVISED JOB NO. 4635-01NO- 4635-01 1 , REVISED( LOCATION MAPS SHEET 1 OF 1 # d 4635-5ASDKV 02004 SWEETSER ENGINEERING i G• NOTES: w 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR EI£✓A1KlY 94.30' 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 Assam) USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY 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 - 1994.5 6. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS _ - -y 91.4 - SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION SIS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER JMMEDIATELY. "PARCEL C B. IS IN FLOOD ZONE 9 IS SHOWN ON ASSESSORS MAP 7S. AS PARCEL t99 ,LOT 10` A NEGATIVE GRADE OF 3/4' PER FOOT SHALL BE MAINTAINED FOR A - MINIMUM OF 15' AWAY FROM THE FOUNDATION. 1 A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE " IN ROAD IN STEAD OF 2' ABOVE. f SEN WITH THE HIGH POINT EV A DEED RESTRICTION LIMITING THE SITE TO TWO BEDROOMS IS TO BE R� D � T. A. Nti O 'APPROVED: BOARD OF HEALTH SHEFFIELD _ °j --- - - _. \ 223 SOIL TEST 2 - 9�9 _' .` \ I \ ' • 96.3 � � RfsF � \ RVp SA3 I, 97.9 794 s.6 9 f O, Box I I I 1 , 95. 24.00. o I i OIL TEST 1 I 47.12 500 GALLON EPTIC TANK 112.56'' i OPOSED D LUNG ONLY (g6) BEDR�MS � /S ECK 100.4 7.9 ~ Z I98 i �A396.1 _\ 97.0 / I /// I •9.8 © \ I \ b 113.07 1 •r o \ \ L07 1 4i \ 27844.0 t S.F. " 96.9 a) \ 0.6 i AC. -- I _--- I 98.8 100.8 � 96.6 96.5 , 100-00' 100.00' 3i�j, 8J'------- / / A r� 102.3 . 1 1 /( PROPOSED SEPTIC DESIGN 1 FOR OLD TOWNHOUSE v ��`� Q DUBLIN COPISTRUCTIO%t I . � NCE CONSTA PROJECT LOCATION IDT /^�R1 ID 1 ��. 3 SHfE;F'F'iEI� RD., . YARYOUTH � 3 J G G x_235 GREAT WESTERN ROAD P. 0. BOX 713 SHEFFIELD - �� .398-3922 SOUTH DENNIS, MASS. 02660 \� uJCVa7 DATE ' 200 SCALE 1 c 20 REVISED JOB NO. 4635-01NO- 4635-01 1 , REVISED( LOCATION MAPS SHEET 1 OF 1 # d 4635-5ASDKV 02004 SWEETSER ENGINEERING i G• NOTES: w 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR ry 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 MASONRY 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. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 6. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 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. ANY VARIATION SIS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER JMMEDIATELY. "PARCEL C B. IS IN FLOOD ZONE 9 IS SHOWN ON ASSESSORS MAP 7S. AS PARCEL t99 ,LOT 10` A NEGATIVE GRADE OF 3/4' PER FOOT SHALL BE MAINTAINED FOR A - MINIMUM OF 15' AWAY FROM THE FOUNDATION. 1 A VARIANCE OF 2' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE " IN ROAD IN STEAD OF 2' ABOVE. f SEN WITH THE HIGH POINT EV A DEED RESTRICTION LIMITING THE SITE TO TWO BEDROOMS IS TO BE �m IkAOFV4 Q. yam S�(� <RtZIORDED AT THE REGISTRY OF DEEDS. PARCEL IS IN A ZONE Il. T. A. 'APPROVED: BOARD OF HEALTH 1 /( PROPOSED SEPTIC DESIGN 1 FOR OLD TOWNHOUSE v ��`� Q DUBLIN COPISTRUCTIO%t I . � NCE CONSTA PROJECT LOCATION IDT /^�R1 ID 1 ��. 3 SHfE;F'F'iEI� RD., . YARYOUTH � 3 J G G x_235 GREAT WESTERN ROAD P. 0. BOX 713 SHEFFIELD - �� .398-3922 SOUTH DENNIS, MASS. 02660 \� uJCVa7 DATE ' 200 SCALE 1 c 20 REVISED JOB NO. 4635-01NO- 4635-01 1 , REVISED( LOCATION MAPS SHEET 1 OF 1 # d 4635-5ASDKV 02004 SWEETSER ENGINEERING i G• 58 PRDJ 4635 -DD w ry