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Home My WebLink About83-1631 - Lot 2 - Septic Design002LIQUID BOX OUTLET V I A ORS W TH TF ....9.63 STONE IN AN 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTEDZ .. __, - .. - - - a ns a Tn DEPTH HORIZ TEXTURE COLOR MOTT. EXCESS WEIGHT 70 OFFSET BOUYANCY 0-6 A LOAMY SAND 10YR4/2 NO - 13.33 MAX WASHED STONE 21230-18393 2,291 LBS. 6-18 2 i4 4" CAST IRON PIPE E , 10YR6/8 11.08 MIN. 18-96 C (OR EQUAL) MINIMUM 2.5Y7/6 B LOAMY SAND 7.5YR4 4 / ROOTS PITCH 1/4" PER FT. Z '`C - MEDIUM SAND 2.5Y6/6: SOIL TEST _ L TEST 1 SAND TOP F FOUNDATION 4 f0 D ON 20 FT. MINIMUM FROM A CELLAR _ . <' I A F' AUG ST 3 2000 DATE O SOIL TEST----��__--� :. ; APRIL -10 ` 0 DATE OF SOILTEST-_- 03 ; -�-�.----- °, } 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE MIN.. 71.74 p.0. o o �� ,. - --- .-_:. ° -. o EV. ---- LEVEL o -' ', _'- 10 8.00 i ELEV. ,5..14.00 10 FT. _ ELEV.. L1i9 -1 - ,... , CLEAN SAND BOUYANCY CALCULATIONS. A DESIGN CALCULATIONS .: SOIL TEST DONE 8Y SWEETSER�NGIN�ERtNG : ` - WITNESSED BY L.-- C. snEFi� I , 'SOIL TEST DONE BY SWEETSER�NG NEERING , , p1p DISTRIBUTION } NUMBER BEDROOMS. S MANHOLE ELEV. = 8 HI H CAPACITY N TR 8. PARCEL IS IN FLOOD ZONE A11 tOYti) GARBAGE DISPOSAL UNIT WITNESSED BY 9,_YON HONE - -�- 9. 10. COVERSL M 4 SCHEDULE 40 PVC PIPE r MIN. PITCH 1 8 PER / E T. � TOTAL ESTIMATED FLOW ` O GAL/BR./DAY X 0; BR.) .:. INSPECTION PORT AM N LO AND SEED" CCO \ \ � _ ;,. , . ,,,..WEIGHT 1 HT OF r CED5.55:. WE G WATER DISPLACED VENT 11 X 8.17 X 11.00-8.84 X 84 ...18,939 LBS.� REQUIRED c > -0F TANK - 21.230 LBS. ! LEV.�, �� iii £3 SERV 0 HOLE 1 { -:PER CATION ATE MIN INCH R .�.��. �- / 5.80 '' �_.. ELEV, .�_ 03SEF'VAilON -HOLE 2 �O3S�RVATI `N 44 I C HOR ZON PERCOLATION RATE MIN. NCH AT ` INCHES �--+�- 11.RATE ' 8. 4 -8.34 .96 _ ELEv. _ 7 HOLE � O4SERVA710i� HbLE �. ELEV. PERCOLATION 74 _5�2+_.MIN./INCH AT INCHES PERCOLATION RATE <2- MIN -/INCH 1N C HORIZON , LIQUID BOX OUTLET V I A ORS W TH TF ....9.63 STONE IN AN 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTEDZ .. __, - .. - - - a ns a Tn DEPTH HORIZ TEXTURE COLOR MOTT. EXCESS WEIGHT 70 OFFSET BOUYANCY 0-6 A LOAMY SAND 10YR4/2 NO - 13.33 MAX WASHED STONE 21230-18393 2,291 LBS. 6-18 2 i4 4" CAST IRON PIPE E , 10YR6/8 11.08 MIN. 18-96 C (OR EQUAL) MINIMUM 2.5Y7/6 B LOAMY SAND 7.5YR4 4 / ROOTS PITCH 1/4" PER FT. Z '`C - MEDIUM SAND 2.5Y6/6: 48-120 C MINIMUM SAND PLOW LINE PL - -- w - - 10.33 SLAB ELEV. s 11_00_ ELEV. 18 I , 1 -�-8- MIN.. 71.74 p.0. o o �� ,. - --- .-_:. ° -. o EV. ---- LEVEL o -' ', _'- 10 8.00 - - , x ELEV.. L1i9 -1 - OAS .. _. _, =�.--.- ° s 6 SUMP 83 - _-.-. __ ELEV. ELEV: _ :10.00_ ELEV. �__- A DESIGN CALCULATIONS BAFFLE p1p DISTRIBUTION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. NUMBER BEDROOMS. S ELEV. = 8 HI H CAPACITY N TR LIQUID BOX OUTLET V I A ORS W TH TF ....9.63 STONE IN AN 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTEDZ .. __, - .. - - - a ns a Tn DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6 A LOAMY SAND 10YR4/2 NO - ROOTS 6-18 B - LOAMY SAND 10YR6/8 ROOTS 18-96 C MEDIUM SAND 2.5Y7/6 B DEPTH HORIZ TEXTURE COLOR MOTT. OTHER - 0-4 A LOAMY SAND 10YR4/1 NO ROOTS 4-10, E MEDIUM SAND 10YR6/1 28-32 10-29 B LOAMY SAND 7.5YR4 4 / ROOTS ROOTS 29-96 '`C - MEDIUM SAND 2.5Y6/6: 48-120 DEPTH HORIZ -TEXTURE - COLOR MOTT. OTHER. 0-23 FILL NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH p DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 146 ROLill 2U NO 23-28 A : LOAMY SAND 10YR3/1 28-32 E MEDIUM SAND 1DYR7/1 ROOTS 32-48 B LOAMY SAND 10YR5/6 48-120 C MEDIUM SAND 2.5Y7/4 6 FEET 24 INCHES 70VV C�ALLViV ir ill Ill i WILL] -- - - � WATER -:ENCOUNTERED AT =' 45__ ELEV. 9 05 WATER .ENCOUNTERED AT _,.42� ELEV. __2,D5._ - WATER ENCOUNTERED AT EV. _ :- _ ' - 7FEET 29 INCHES v�/ (TO BE PLACED ON FIRM BASO SOIL A_ EL 1. S4 WATER ENCOUNTERED AT �`Q ELEV. _30� „ 8 FEET 34 INCHES SEPTIC ,TANFi . BSORPTION WELL MIA 29 WELL "A 3/4' TO 1 1/2" CLEAN ZONE A ZONE -� SYSTEM (SAS) -,7 -0OUBLE' WASHED STONE \ J ; INDEX. 0.8 _ INDEX .1 3 t R �- F EE OF FINES &SILT ADJUST1 g _ ADJUST 0.9 ' s SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. a _:3.9!L__ 3.64 NOT TO SCALE_ - X - OBSERVED -WATER TABLE ELEV. _ 205 .3.04 BOTTOM 0E TEST HOLE ELEV. - _=14a_ -2.04 8/3/00 4/10/03 S14 % ! 6 , J ✓ ` ! G AM 26 PCL 114 -- HENRY C. GILL, JR. o . p P.O. BOX 981 x _ ' ` r O 25 t 6, x - SOU TH YARMDU TH MA 02664 81 �. 2�'�, h -� ` i x CER T. 91195.E u, !•-._ _._---_ _" - k- X. , , R Q . - $ X 4 37 1 tui >v f �--- FND. , . D OSPREY 4 RE a I NESTING YRB �! N PiD HMAINS u DECK ORYWELL TES �, 4 oRYwEtL x i RAGE \ x6.67 \ i u W w J --- \ w \ x P �} - w \ o , a 1 SOIL �� X �( \ \ VENT ter\ TEST 3 09 0i� \ \ 1 FND. TEST 2 - „ IJ i� OF 7/„ _ _ \ xST 1 X 5 VERDIG <. R sAs � � o � x .- PP LUNG \ OS x < yj \ \ ! , \ LIMIT OF ' \ v ' Y �-�.� \ 5 BROOSED:DW \ Q// --' \ •rL \ Ngs 5 OVERDIG _ EDROOMSx�o \ V i J. �o oop.�@ A1500 GLLOIVV / �� ti� - SOIL `ABSO - SEPTIC A K „ - _..._..6RPTi0 x ('' sat \ �. aoX - 1 \ \�O \ V s ! \ y� TEST 1 / LJ i \� (fV1 \ o x LOT 1 O - 52 951 S. F. X _ 1500 GALLON DRYWELL\ (� x L �. % SEP TIC TANK ; v / v 87, TSO. S. f. \x ! PROPOSE � t CqR 5 BEDROpM x SKSLLIMG / / / '� f -� X i q DEC✓�i ? X _ { FLOOD SONE x � � � � �„ i x r; X - i ti \� (A 11 EL 1 �� 2 DRYWE ----,, ' /6%1'1-MJUVGU. 0VIllLJ Ur ritHL Ir! 1.. ALLWORKMANSHIPAND MATERIALS SHALL CONFORM TO D.E.P. : TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR .- - --.- - - _ THE SUEDISPOSAL Cr SEWAGE. 2. ALL CCVERS TC SANITARY UNITS SHALL BE BROUGHT TO�� x X r X ^ FINISHED GRADE. 12.9 3 DATE AGENT 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF AM 26 PCL. 116: WITHSTANDING H-20 LOADING. DATE APR, 15, 2003 SCALE 1 20 REV. MAY 16, 206 JOB N0: 'iVTZ"- 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 p DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 146 ROLill 2U x dd ilL -� x 1 1 6. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR �1 _ a "� G �� SOUTH- YARMOUTH, IS TO CALL "DIG -SAFE' AT 1-868-344-7233 AT LEAST 72 HOURS v r (' iY� v %7, MA 02664 _`J 1 1 7. PRIOR TO COMMENCING WORK ON SITE. - q 7 /'�/� 7 `� CONTRACTOR 1S TO VERIFY GRADES AND ELEVATIONS AS WELL AS 1 5✓ 1 - - , x , I / iV �JCJ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION ' A DESIGN CALCULATIONS IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. NUMBER BEDROOMS. S rt 4 8. PARCEL IS IN FLOOD ZONE A11 tOYti) GARBAGE DISPOSAL UNIT 9. 10. LOT IS SHOWN ON ASSESSORS MAP �28r AS PARCEL 115 EXISTING STRUCTURES, UTILITIES, AND SEPTICS ARE TO BE 'REMOVED: TOTAL ESTIMATED FLOW ` O GAL/BR./DAY X 0; BR.) .:. -M0_ GAL./DAY \ - ✓ j ; 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED �7J'y All„ ! RE UR 0 ED SEPTIC TANK CAPACITY - ACTUAL SIZE :OF SEPTIC TANK SOIL: CLASSIFICATION _]109- GAL 1500 GAL r ` I - TH SAND S SPECIFIED IN 310 CMR 15.255:(3). iOFw�I (u pr��` Srs�f f. * DESIGN PERCOLATION RATE J� 5�_ MIN.%IN. , LEGEND: �t _ a �* rr "1 /r ' �'r EFFLUENT LOADING .RATE 9.74_ GAL./DAY/S.F. 833 EXISTING SPOT ELEVATION 00,0 REV. �o 1. A: F - o y^,� ±.t y 1.,___ P I ,. LEACHING AREA 11X80 + 71X2X10 2 5Q. FT. EXISTING CONTOUR----DO---- -.,FINAL SPOT ELEVATION 00. x v { pUM - 1 - :- , - LEACHING CAPACITY AREA X RATE ) 5Y� $� GAL./DAY FINAL CONTOUR 778.33 'X 0.74(: SOIL TEST LOCATION ` RESERVE LEACHING CZ�� GAL.JDAY POLE -0- -UTILITY TOWN WATER-WREV. CATCH BASIN fill ._ S 'ISAR�*� �,:•e..•<Y GAS UNE G\ l REV.; REV. �i1,T> CLEAN OUT C.O. 2; 2003 SHEET : 1 OF 1 LOCATION MAP SEPT. 10 200 A r SEPT.�- � �` � , PROVED PLAN � CESSPOOL G.P. Q X2003 SWEETSER ENGINEERING'. C:\SB\PROJ\4842-03\DWG\4842-03.DWG SDATEJ�` e� - 9 f