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HomeMy WebLinkAboutApp# 5264DEPTH HORIZ TEXTURE COLOR MOTT. ' SOIL TEST 1/8' TO 1/2' i o1;.-.ry TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR Iry �t f Zvo7 DATE OF SOIL TEST r 4' CAST IRON PIPE ELEV- .. (J i3 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND SOIL TEST DONE BxSW�F1TSER ENGINEERING 0 WASHED STONE VENT NOT REOUIRED WITNESSED BY >, r� !, rc'rt ^ JOB NO. ' 5161 tir LO MINIMUM PITCH OR OI/4'} CONCRETE COVER y S 7 # MIN. �PITCH 1/8' PER ULE 40 PVC PFT. -\ IPEC LOAM AND SEED OBSERVATION HOLE 1 ELEV.- OBSERVATION HOLE 2 ELEV.= ' PERCOLATION RATE 4 2 MIN./INCH AT 60 INCHES PERCOLATION RATE ' LZ- 'MIN./INCHAT --Z<� INCH9S1 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER f!"q r 1/8' TO 1/2' i o1;.-.ry tU PROJECT LOCATION r,..., 4' CAST IRON PIPE SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660' r�E a 0 WASHED STONE VENT NOT REOUIRED JOB NO. ' 5161 tir LO MINIMUM PITCH OR OI/4'} REVISED fl u�t p 4'i?�3 lo PER Fr. RE"SE D SHEET/ . �' 4E ';✓ . �opash' 7F, r° Z _ 1 CU. FT. OF a f GS�R� cars 1(4/ 2 CONCRETE yyf fes. D FLOW LINE 76 C) in ANCHOR < E1 EY. ✓� -y�y / 100 -TMIN.- 7,5, Z 0. a LEVEL ! . • s ? ? a10- ELEV. m lk>,%/ ECEY _ fP`%i ELEV. i 7,F? 2 6' Su ELEV. 79- 4) r . " BAFFLE DISTRIBUTION . WITH HIGH CAPASTdONEpIN L10UID OUr)FPIH TF TLET -- �,,;, . BOX jyV; GATORS 4 FFFT 14 1NCHFs (TD BE PLACED ON FIRM BASE) TO BE WATER TESTED „"✓u a ..., '' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER �'. d i o1;.-.ry tU PROJECT LOCATION r,..., SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660' r�E a DATE3r✓�'�r '2000 r JOB NO. ' 5161 tir LO REVISED fl u�t p 4'i?�3 lo rn�7s RE"SE D SHEET/ . �' 4E ';✓ . �opash' 7F, r° 20 a f GS�R� cars DEPTH HORIZ TEXTURE COLOR MOTT. OTHER �'. 0f 7�2g�t PROJECT LOCATION r,..., SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660' r�E a DATE3r✓�'�r '2000 r JOB NO. ' 5161 tir LO REVISED fl u�t p 4'i?�3 lo LOCATION MAP RE"SE D SHEET/ . �' 4E ';✓ . Zry'—/ {�' l X C 1(4/ v1 /�iJ}/ yyf fes. !✓/��/rf�lt�c' 5 19 INCHES 500 BALLON 1F MORE 7HAN ONE OUTLET ,ncnvn rvnrenuv < ��++ Sr ET 24 INCHES (TO 8E E THA ON FIRM BASE) WELL rr NOWATER ENCOUNTERED AT 120 ELEV - 70- f? WATER ENCOUNTERED AT J2O ECFV. a FEET u INCHES SEPTIC TANK SOIL ABSORPTION �! ZONE 3/4` TO 1 1/2"CLE ANSi�STEIVi ��JAS> INDEX D0UBLE.WASHED STONE ADJUST— FREE DJUST FREEOFFINESaSILTS LEGEND: DESIGN CALCULATIONS v SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV. - EXISTING CONTOUR -----GO---- GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST HOLE ELEV. - FINAL SPOT ELEVATION 0 . TOTAL ESTIMATED FLOW rFINAL CONTOUR-- Q — ( 110 GAL/BR/DAY X y 8R.) Z_ GAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY Y GAL i t UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1500 GAL, �� TOWN WATER WWW SOIL CLASSIFICATION I_ / CATCH BASIN DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE Co.✓ EFFLUENT LOADING RATE GAL/DAY/S.F. « CLEAN OUT t� CHING AREA I S4. FT. l . CESSPOOL C.P. Q { II x W/ + (5`�xi r r r ZJ Lr6�. Y i LEA NG, CAPACITY� ((AREA X RATE} GAL/DAY RESERVE LEACHING CAPACITY y GAL/DAY 1 \ ' _ NOTES: TO. AV. UNSUITABLE MATERIAL SHAM. I E REMOVED FROM UNDER AND FOP A M'NIMUM OF S' AROUND SOIL ABSORPTION SYSTEM AND BE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. REPLACED Y87H MATERIAL AS'SPECM IN 310 CMR 13.255:(3). TITLE 5 AND THE TOWN OF yin r•"p w7m RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. I \ ! 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO /Its NF1 r WITHIN 6w OF FINISHED GRADE 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF , S` WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN ' 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 4. AN DUNDER OR MASONARY UNITS 1PARKING0 FT. OF DRIVES OR USED TO BRING COVERS TO GRADES SHALL �r r Jf ,r '� BE MORTARED IN PLACE O b r ! I I �' S. NO DETERMINATION HAS BEEN MADE AS TO COMPUANCE';WITH " ��-�;c �, / - -DEEDED OR ZONING REGULATIONS_. OWNER /.APPLICANT IS TO �y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CO lITRACTOR 'k IS TO CALL DIG SAFE' AT 1-888-344-7233 AT LEAST 73'HOURS _ '(2«'�I�1I11� I ! , PRIOR T'0 COMMENCING WORK ON SITE. ILII f I .5 =. 7 / / / 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS I SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION y f / / �✓ f / IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER -771`4-/ � / r / �30 a IMMEDIATELY. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS AP �e . AS PARCEL. e,<., ( r/� r I ` ` F3 ft, APPROVED l �-. J rJK YARMOUTHh1MITTEE YfiR AI�JUL�C7 t ''"]1�' OKHRD . r, SU: C2 l _ .: TC' . j r . \S ( + �y Rr<aT, R N� CLE ff � 1 APPROVED: SOAR 0 [,�m�� �:�;',.� ,�t.� J t �_ , �.c, ^T., >r``�. Y �---- ' ) / CLI'�y�.t' 11 [` QST ��R ,D F HES\1— 1' .i ; 7777 '' ... 11//. E . J DATE AGENT 01 -_ �`�—�' Ery � «�-,✓T � � E� � � ,� f � ' j�, x , K b � 0200o SWEETSER ENGINEERING ` , L I fLovU.Iof��.ti; fes, { o. F �cti�✓ PROPOSED SEPTIC DESIGN,. FOR PROJECT LOCATION r,..., SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508- P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660' DATE3r✓�'�r '2000 SCALE , JOB NO. ' 5161 tir LO REVISED LOCATION MAP RE"SE D SHEET/ . �' 4E ';✓ . 0200o SWEETSER ENGINEERING ` , SOIL TESTr� - 20 FT. MINIMUM FROM CELLARDATE OF SOIL TEST SOIL TEST DONE TOP OF V UNDDA71ON 10 FT. 11 MINIMUM FROM SLAB OR CRAWL. SPACE .8x SWEETSER ENGINEERING Q Q 10 FT. MINIMUM CLEAN SAND WITNESSED BY ELEY..,' f tea COVERS LOAM AND SEED OBSERVATION HOLE 1 EL V.= OBSERVATION HOLE 2 ELEv• 4" SCHEDULE 40 PVC PIPE PFRnnLATION RATE '4'ZMIN./INCH AT INCHES PERCOLATION RATE lc� I MIN./INCH AT ! INCHES MIN. PITCH 1/8" PER FT. 2" LAYER OF DEPTH I HORIZ I TEXTURE COLOR /'�4 WASHED STONE n b - ,. G 014."v IUt�r�, NOTREQUIRED 4" CAST IRON PIPE }� annlP r0 POOH QUI L) PER FTM z 5 1 CU. FT. OF CONCRETE �1 0 FLOW UNE 7 ✓? m ANCHOR EiEV. Q -(•MN. V. a 7v'•3 2'0' 7 X10" • �V �(•(00 i�s� LEVEL 70 2 6" SU P g a ELEv. BAFFLE 6 °�'{ DISTRfBUTI0N , � BOX aEvr_ /„ HIGH CAPACITY INFILTRATORS WITH LIQUID OUTLET f I DEPTH I HORIZ I TEXTURE COLOR MOTT. OTHER n b f)l G 014."v IUt�r�, }� annlP r0 f p DEPTH 14 �HFEEINCGHHE3 5 HORIZ TEXTURE COLOR MOTT. I OTHER 0/ L OAP*, -y It?/e2zJ la i f p (To BE PLACED ON FIRM BASE) TO BE WATER TESTED (! X 1{✓ X f'J TRENCH FORMATION �° / IF MORE THAN ONE OUTLET /C% / /tfOWATER ENCOUNTERED AT 120 ELEV. _ 7r6 �J7 WATER ENCOUNTERED AT /Zd ` ELEV. 1500 GALLON WEu 6 FEET INCHES 7 u OCHES SEPTIC TANK (TD BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE / "p�g SYSTEM (SAS)- INDEX FREEOE wA" STONE AuS LEGEND: DESIGN CALCULATIONS y fREE OF FINES 8 SILTS USCS PROBABLE WATER TABLE ELEV. a EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV• n EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. s FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW �y(�� ( 110 GAL/8R./DAY X �� BR.) Z.. GAL/DAY FINAL CONTOUR j - SOIL TEST LOCATION - , ® REWIRED SEPTIC TANK CAPACITY s 500 GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL r UTILITY POLE -0- 1L TOWN WATER —W �W�� SOIL CLASSIFICATION X<63b CAL/DAY/S.F. /N , CATCH BASIN DESIGN PERCOLATION RATE A F c• GAS UNE EFFLUENT LOADING RATE SQ. FT., CLEAN OUTCHINGAREA 2) CESSPOOL C.P. Q CAL/DAY C2NG,,CAPAgTY AREAX RATE) V RESERVE LEACHING CAPACITY GAL/DAY IX 1t ._.._ NOTES: y a 10. ALL UNSUC ME MATERIAL SHALL BE REMOVED FROM UNDER AND � 1. All WORKMANSHIP AND MATERIALS SHALL TO D.E.P. FOR A ►d . !UM OF S' AROUND SOIL ABSORPTION SYSTEM AND BE TITLE 5 AND THE TOWN OF 1'r r` Ali 7 ° RULES AND REPLACED N1TLi MATERIAL AS SPECMED IN 310 CMR 15°2bx(4 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2 WITIIN066" OF FINISHED GRADE SHALL BE BROUGHT ALL TO 3. ALL COMPONENTS # THE SANITARY SYSTEM SHALL BE CAPABLE OF �4 V \ WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF E� t ? \� r USED UNDER OR SWITHIN 10 FT. OOR PARKING F DRIVES OR PARKING ARES. M-20 LOADING A 4 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 .> i� j r ` ` I U /' i / OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, `t' p t / , / 6. UTILITIES SHOWN ARE APPROMMATE ONLY, EXCAVATION CONTRACTOR \! 1 IS TO CALL "DIG -SAFE'- AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 7. CONTRACTOR 1S TO VERIFY GRADES AND ELEVATIONS A5 WELL AS _ _ �� SITE CONDITIONS PRIOR TD COMMENCING WORK ON SITE ANY VARIATION iS 8E BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE 0 ------ -- �, I •- �- d --/... 9. LOT IS SHOWN ON=ASSESSORS :MAP ��,_ AS.PARCEL f / ; APPROVE E Ii V YARMOUTH COMMITTEE s a r OKHRD w L _ _ i .r r r % o T.A. OnP! LERK&TR ASL 3" r / DUI;�.4 U H`r - — iSOkHRUJTrt -- .'� T 1 f , APPROVED: BOARD OE • HEALTH F lin i RAri``` - r r t� r DATE AGENT YIS / x1lol c''r , 7X ✓: SWEETSER ENGINEERING { 235 GREAT.WESTERN ROAD 508— P. O. BOX 713. 398-3922 SOUTH DENNIS, MASS_ 02660 DATE r 2000 =ALE Uo' REVISEDJDB NO. la i x1lol c''r , 7X ✓: SWEETSER ENGINEERING { 235 GREAT.WESTERN ROAD 508— P. O. BOX 713. 398-3922 SOUTH DENNIS, MASS_ 02660 DATE r 2000 =ALE Uo' REVISEDJDB NO.