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Home My WebLink About83-1882 - Site Plan002TOP OF FOUNDATION ELEV.: 98.3 LEGEND: 20 FT. MINIMUM FROM CELLAR 10 FT, MINIMUM 10 FT. MINIMUM FROM SLARB OR CRAWL SPACE OPOSED I DOSI7NG CONCRETE COVERS 4" SCHEDULE 40 PVC PIPE 7 MIN. PITCH 1/8" PER FT. 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. TEE CLEAN SAND INSPECTION PORT LOAM AND SEED 2" LAYER OF 1/6" TO 1/2" WASHED STONE 93.02 MIN. PNOTTRQUIRED FLOW UNE 92.27---o ELEV. - 92'3 ELEV. -f'MIN. 2 o e _ I LEV, 9275 Li o _ �_ _ �10- ` 90.94 40 ML VINYL. ELEV. - _$ �Q_ GAS ELEV 91 94 6" SUMP ELEV. 91.n � o ELEY. a LINER BAFFLE =DISTRIBUTION ELEV. 89.35 BOX 91.77 ELEV. e (TO BE PLACED ON FIRM BASE) f 6 j H16H WACITr hVQl7RATORS N 7 STOVE � 5.00TO BE WATER TESTED 7N AN 11' 48' 10 ' 7R£NCH £GRAM PON 1500 GALLON IF MORE THAN ONE OUTLET (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL--MW-DO SEPTIC TANK ZONE C 3/4" E 1 1/2" CLEAN SYSTEM (SAS) INDEX 22.5 DOUBLE WASHED STONE ADJUST 20 FREE OF FINES do SILT USING 1.74 USING PARTIAL USGS PROBABLE WATER TABLE ELEV. - -M$4_ SEWAGE DISPONOT SAL SCALE SYSTEM PROFILE OBSERVUSGS PROBABLE WATER TABLE ELEV. - ED WATERT BLE (12/28/05) ELEV. _ _NyaPOND) BOTTOM OF TEST HOLE ELEV. s 76.2Q- - o �l `56. 9 X400' 00'BQ r \ 3.7 10, 94.1 / 6 4:1 �I 96.3 T \ $ f \ ' it's - ,�- W �-j ' W W9.I � 1 9 .84 I a \\ \ -'95 3 a.6 / i I .li �s4.o /• � '/ ,` I, \ 9,n \ . _ � •y�3 • 99.69 98.fi1g• �y G �V19U ' - / i 91.0 / / I / _ .6 \ SOIL TEST 1 LOUISE LA -ATE ��I/ _.,I i EXISTING SPOT ELEVATION 00,0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00. FINAL CONTOUR SOIL TEST LOCATION -UTILITY POLE -0- TOWN WATER -W---W CATCH BASIN \ul GAS LINE G' CESSPOOL CLEANOUT0. k95.7 BOX\\ og,� / \ 93.8 � �,/ 94.2 � I 14J76' � / / `U}TTT 61•'5' ®98.7 /. _. �(g4)/ 93. /` ( 94.8 \ I / OVERDIG \�/ • 93.T`- h �6 \ 67. B6" - �- _ 95.6 ' r;0 95.0 a \ 40 ML MNYL UN \9117 9 r5 ry 1 / 9 CF 94.5 \ EXIST�NG • 99.4 S 1 SEPTC TANK 95.1 \ \ \ S \ V 94.4 .95.0 20. B' -� 4 r i '2 . 5.9 S 94.2 94 I A I / 9 1 L " ` \ �\ / I ` s I 95 3 \ 95.04 I / .96.4 _ - _ \ \W. FxiSA 1�3.b sa.a J' (9b) \ r �EXf L__ / / N T I h 4 6 G DWELLING\ i %- BOX ST 4 LIMIT 97.2 a l\ 9.5. cq'l 93 6 h DRY{4£LL ROOMS OVER151-C FlORr 4.6 ^1j \ ~ W93 9 3 95.X �`l 4 7 0� 1(96)' /� • 97.6 a14• \ - W AEW•RELOCATED 1n\ ggglll 1500�SALLON ?o 93.6 .93.2 �� 4:1 451 \ \SEPTIC iANIL \I \/ -- -- - 93.6 /O 4-594.7 94. FG%E \ \ w 9 7. 0 86.3 •�7.3 ' \ 44 4.9 A\ \ 85.0 89.1 �(901� 84.1 - 4.9 87.2 \ \ \ \ \\\-5•\ �\ 8.0 `^ k \ \ \ • 95.6 86.7 Z]�8.1 \ 6,• \ \�9gJ \ I \ \ rk \ \92.1 92.8 \ \\ \ \ 4100*40 \�• \'� \ -\\. \ LOT 76 \\ 2E, 10 S.F I 20' WIDE DRAINAGE III EASEMENT I: 17.00 �I OBSERVATION HOLE 1 ELEV. 89.7 PERCOLATION RATE 5-2- MIN./INCH IN C2 CORIZON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-144 A FILL B LOAMY SAND 5-29 B NO STUMPS 144-156 Cl BOG IRON MEDIUM/ 2.5Y7/3 41-120 CEMENTED 156-162 C2 MEDIUM SAND SCALE 1 = 20' COARSE SAND WATER ENCOUNTERED AT _ IDE_ ELEV. - __A02 SOIL TEST (LOTS 75 & 77) DATE OF SOIL TEST DECEMBER 28, 2005 SOIL TEST DONE BY SWEETSER ENGINEERING WITNESSED BY L. MULKEEN &_-g �IURP�IY OBSERVATION HOLE 2 ELEV.-_ 89.7 OBSERVATION HOLE 3 ELEV.-_ 88.7 PERCOLATION RATE 1 2_ MIN./INCH AT _ 72_ INCHES PERCOLATION RATE < 2 MIN./INCH IN C CORIZON J DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-5 O/E MEDIUM SAND 10YR8/2 NO B LOAMY SAND 5-29 B LOAMY SAND 10YR6/6 C MEDIUM SAND ROOTS 29-120 C MEDIUM/ 2.5Y7/3 41-120 C MEDIUM/ COARSE SAND °"'E APR. 16, 2009 WATER ENCOUNTERED AT __1DB"_ ELEV, - 80-2- SOIL aZSOIL TEST (LOT 76) DATE OF SOIL TEST JANUARY 17, 2008 SOIL TEST DONE BY SWEETSER ENGINEERING WITNESSED BY A. VON HOS OBSERVATION HOLE 2 ELEV.=_95_2 PERCOLATION RATE Ste__ MIN./INCH AT _ 53 INCHES DEPTH HORIZ I TEXTURE COLOR MOTT. OTHER 0-4 ',Ap LOAMY SAND 10YR5/2 NO 4-19 B LOAMY SAND i0YR6/4 PROJECT LOCATION LOT 76 /1176 HASTINGS AVE., W. YAR. 19-120 C MEDIUM SAND 2.5Y7/2 10YR6/6 NO WATER ENCOUNTERED AT - 120" ELEV. = __BLZ_ T. A. DUMAS No. 619 DEPTH HORIZI TEXTURE COLOR MOTT. OTHER 0-14 0/E MEDIUM SAND 10YR8/1 NO PROJECT LOCATION LOT 76 /1176 HASTINGS AVE., W. YAR. 14-41 B LOAMY SAND 10YR6/6 ROOTS 41-120 C MEDIUM/ 2.5Y7/2 °"'E APR. 16, 2009 SCALE 1 = 20' COARSE SAND - WATER ENCOUNTERED AT _96_ ELEV. - 80.7 DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL UNIT �T6_ TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X 4 9R.) _944- GAL./DAY REQUIRED SEPTIC TANK CAPACITY X=- GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION - I DESIGN PERCOLATION RATE i¢_ MIN./IN. EFFLUENT LOADING RATE __Qj GAL./DAY/S.F. LEACHING AREA 628• _ SQ. FT. (11X48)+(59X2)10/12) LEACHING CAPACITY (AREA X RATE) _q3._0 GAL./DAY 828.33 X 0.74 RESERVE LEACHING CAPACITY NONE GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S 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 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. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 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 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. B. PARCEL IS IN FLOOD ZONE _ � 9. LOT IS SHOWN ON ASSESSORS MAP 76 AS PARCELS 236 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 11. ALL STUMPS, BRUSH, AND TREE DEBRIS ARE TO BE REMOVED FROM UNDER ALL SEPTIC COMPONENTS AND BE REPLACED PER NOTE 10. REPLACED WITH CLEAN COMPACTED FILL. 12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS: A. USE OF ONLY A PORTION OF USGS WATER TABLE ADJUSTMENT. B. NO RESERVE AREA. 13, EXISTING SEPTIC TANK IS TO BE PUMPED AND RELOCATED WHERE SHOWN. 14. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED. 15. HAYBALE WORKLIMIT IS TO BE INSTALLED AND REMAIN IN PLACE UNTIL ITS REMOVAL IS AUTHORIZED BY THE CONSERVATION AGENT. 16. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED. ALTERNATIVE ADDRESS: 16 LOUISE LANE WEST YARMOUTH APPROVED: BOARD OF HEALTH DATE AGENT 02009 SWEETSER ENGINEERING OLD TOWNHOUSE � CONSTANCE r 3 U SHEFFIELD SUFFOLK LOUISE n \ Val LOCUS D PROPOSED SITE PLAN FOR LISA V. STILL, TR. PROJECT LOCATION LOT 76 /1176 HASTINGS AVE., W. YAR. SWEETSER EWGLN�V 203 SETUCKET ROAD 508- SOUTH . BOIS,713 385-6900 02660 °"'E APR. 16, 2009 SCALE 1 = 20' JOB N0. 6311-01 REV. LOCATION MAP REV. SHEET 1 OF 1 02009 SWEETSER ENGINEERING