Loading...
HomeMy WebLinkAboutEngineered Plan - Rev. 2016WASHED STONE 6' MAX.6., 00.13 MAX OR FILTER FABRIC VENT 2.50 4" CAST IRON PIPE 61,X 97.153 MR'S. NOT REQUIRED (OR EQUAL) MINIMUM PITCH 1/4 PER FT. FLOW TEE LEVELERS FLOW UNE 97.13 DEPTH HORIZ TEXTURE COLOR . MOTT, OTHER ' tv�.�sa v`:"2..ry,�"�t .fi' 6 LOAMY SAND 10YR5/1 NO _ 13-17" E , i 71P 7. TOP OF. FOUNDATION 10YR7/1 , 20 FT. MINIMUM FROM CELLAR OR CRAY -.L SPACE 17-28", B LOAMY SAND k�3 S DATE OF SOIL TEST SEPTEMBER 15 2016 CLEAN OUT C.O. 28-120" C 1'10.00 ELEV. _ - __-� 1b FT. MINIMUM 10 FT. MINIMUM FROM SLAB - rod' nC. ,. unI •" CLEAN SAND SOIL TEST DONE BY T.M. HAYES & R NF.ih1LCOX WITNESSED BY A. VON H Nc ..�,r__ 9_���� } (ASSUMED) CONCRETE INSPECTION PORT ( COVERS 4 SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER .FT. LOAM AND SEED " 2 LAYER OF i 8''TO 1 2 / / 5 . 1,, ,, 1.1i ��a t 1 ELEV.=-----, ®n .. W , y v ; ELEV.---_ 5 " t._� PERCOLATION RATE < 2 MIN,/INCH AT 60_r INCHES WASHED STONE 6' MAX.6., 00.13 MAX OR FILTER FABRIC VENT 2.50 4" CAST IRON PIPE 61,X 97.153 MR'S. NOT REQUIRED (OR EQUAL) MINIMUM PITCH 1/4 PER FT. FLOW TEE LEVELERS FLOW UNE 97.13 DEPTH HORIZ TEXTURE COLOR . MOTT, OTHER 0-13" A LOAMY SAND 10YR5/1 NO ROOTS 13-17" E MEDIUM SAND 10YR7/1 , CATCH BASIN®� 17-28", B LOAMY SAND 10YR6/6, CLEAN OUT C.O. 28-120" C MEDIUM SAND 2.5Y7/4 ELEV. = 97.5©MIN. NO WATER ENCOUNTERED "AT 120" ELEV. _ __89.5 ELEV. 97.00 2'0" o 0 0 ----- LEVEL o 0 24 6 ELEV. _ !94.83 I ELEV. _ _87.4L ADD GAS ELEV. = 96.80 6., SUMP ELEV. 53.63 BAFFLE -----�i - ------ 4r9 6 � 3 `a.ci' � 9 i A�'.� �'a - - - Wim" CnWw4w'�. C �Q �•�!}aw id iw iw5 $Ti 0!",11 ' ELEV. r1UMBER OF BEDROOMS ;_ 3 _ LIQUID OUTLET Boy _��_ 2 CULTEC RSTONE�IN AN 0 WITH Z DEPTHGARBAGE DISPOSAL UNIT 4 FEET 14 INCHES (EXISTING) TO BE WATER TESTED $ 5.13 TOTAL ESTIMATED FLOW 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 12 X 25 X 24 TRENCH FORMATION _ ,' ( 110 GAL.% '.fDAY X _..3__ BR.} _331- GAL./DAY 6 .FEET 24 INCHES u �+ `� WELL N A REQUIRED SEPTIC TANK CAPACITY ._'GAL. -p (TO BE PLACED ON FIRM BASE) SOIL PB• �� ;y ACTUAL SIZE OF SEPTIC TANK (EXISTING) 10R _GAL 8 FEET 34 INCHES SES 1 "IAN K " ZONE INDEX 3/4" TO 1 1 /2 CLEAN � (E." �f,; �" - SOIL CLASSIFICATION _..�.� S � S 0:- ( DESfGN PERCOLATION RATE �_ _� MIN./IN. DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT EFFLUENT LOADING RATE __Qj_f_ GAL./DAY/S.F,. LEACHING AREA SQ. FT. �«, USGS PROBABLE WATER TABLE ELEV, _ _ {12X25}{37X2':2} OBSERVED WATER TABLE ( / / )ELEV. - LEACHING CAPACITY (AREA X RATE) 33t5Z GAL./DAY NOT TO SCALE BOTTOM OF TEST HOLE ELEV._ , �� 443.00 X 0e74 RESERVE LEACHING CAPACITY 0 GAL./DAY 107- '0 1. Ail WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I , TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR f ..THE SUBSURFACE DISPOSAL OF SEWAGE. l 2. ALL LNO ERS TO ANITARHD Y UNITS SHALL BE BROUGHT TO WITH3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF I WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H--20 LOADING SHALL BE i 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 I / DEEDED OR ZONING. REGULATIONS. ; OWNER / APPLICANT IS TO * 99.3 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. ULITIES OWN ARE NRACTOR STlTO CALL"DIG-SAFE"ATAPPROXIMATE808- 4 7233 ATEXCAVATION L � ST O72THOU S 'oo 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 . iO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE Y 9. LOT IS SHOWN ON ASSESSORS MAP ._ __ AS PARCEL 92 ' 99.5 LOT E6 10, EXISTING LEACH PIT AND D. BOX ARE TO 8E PUMPED AND REMOVED . ` 10,855.8 S.F. , SOIL �� ALONG WITH ANY POLLUTED SOILS ENCOUNTERED. TEST BOX /,= ! 99.7 99.3 i 98.9 ``, �s,.. 11000 GALLON 9 .5 p SEPTIC TANK tvhp , f A� t x fes.,• h 99.1 I 99�.70o ' 99.3 - v G 99.5 APPROVE BOAR Ij 99.3 / ` i f 99.3 ! .:: .-?..� AGENT QATE 98.6 97.4 98.8 98.3 401 \ / 99.1 � 99. L gE G 34 D EXISTING SPOT ELEVATION OOXO EXISTING CONTOUR -- 00 ---- FINAL SPOT ELEVATION OQ.O FINAL CONTOUR --i 00� SOIL TEST LOCATION UTILITY POLE -O- PsaJ b r .W✓ Nara h +4: S.J. �T �.«. :. r�'.� �. :•ra.r... TOWN WATER -WSW- sv FOR CATCH BASIN®� GAS LINE G " CLEAN OUT C.O. CESSPOOL C.P. Q ,x<eon �,•. es eke z.n 4X +ma 6• np4' Y ,. fp fS A.tihi' ��..�., 'sm - Pwa f' :? p 44. 'Y' g gy IIrs^ t¢y C:'t4R' F.R. 'E�t'' PsaJ b r .W✓ Nara h +4: S.J. �T �.«. :. r�'.� �. :•ra.r... sv FOR - rod' nC. ,. unI •" .7 ^� SOUT � ONG POND P.0 BOX 483 G ��'G 508- SOUTH DENNIS, MASS. F 564-8379 02660 H L .: c 3' DATE SEPT.. -16, 2016 FALE 1 " = 20' REV. JOB NO. " r , 2016 �- N ov. 5, 7764 00 REV. SHEET 1 OF 1 C.•\S8\PROJ�7764-00�dwgt7764-SASI.OWG 0 2016 T. M. HAYES, R. LOCATION MAP