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Home My WebLink About9 Doves Wing Road Proposed Septic Design 257-84" C2 LOAMY SAND 10YR8/2 24.3-VERIGATED 96-120 C2 LOAMY SAND 10YR8/2 20 9 VERY SILTY ° 84-144" C3 MEDIUM SAND 2.5Y7/4 120-144" C3 MEDIUM SAND 2.5Y7/2 -ELEV. = _31_25_ ❑ ❑ ❑ ❑ 12000000 144" 19.3 SLAB ELEV. = 10 ° ° ° NO WATER ENCOUNTERED AT 144 ELEV. = 18.9 NO WATER ENCOUNTERED AT ELEV. _ _ -27=�- MIN LEVEL ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ELEV. _ ° ELEV. _-`S-O-757_ 6" SUMP ELEV. = 29_30 - °° °° 00000 ❑ ❑ ❑ ❑ ❑ ❑ ° 2' ° 43 ELEV.= ° ° ❑❑�❑❑❑❑❑DC7❑ ° ° {V/ DISTRIBUTION �s DQ-° o ELEV. a 27.00_ 35.05 S. I (TO BE PL� CEO ON FIRM BASE) BOX 2 500 GALLON GALLEYS WITH 1 SINGULAIR TREATMENT (TO BE WATER TESTED) STONE IN AN 1 13' X 25' X 2' TRENCH FORMATION ? 14.70 3112 Dei, 6BSg PLAN T C A L! 3/4" TO 1 1/2" CLEAN SOIL ABSORP I10N 31 1 6 ' 1 l` SAMPLE CATCH AND DOUBLE WASHED STONE 35.0 / " RECIRCULATING PUMP FREE OF FINES k SILT SYSTEM SAS 33.0 TC USGS PROBABLE WATER TABLE ELEV. = 12.30 5.7 t I 1 -$CEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (9/13/05) ELEV. = - 9-50 - TEST HOLE 2, LOT 9 NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ WELL A1W 230 32.9 / NUMBER DEOF SIGN CALCULATIONS ZONE C _ 3 INDEX 23.3 GARBAGE DISPOSAL UNIT FTS ADJUST 2-8 / 1 I 32.8 1 }Q)� ,p. - TOTAL ESTIMATED FLOW 12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ( 110 GAL/BR./DAY X -.a3. BR.) M4- GAL./DAY / • VE Il .( .27. 52,7" T A MINIMUM OFj 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED REQUIRED SEPTIC TANK CAPACITY _14$.5_ GAL. WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION �- (]�/T%�7��- DESIGN PERCOLATION RATES `�__ MIN./IN. EFFLUENT LOADING RATE 9 7-4_ GAL./DAY/S.F. Q) 477.00 SQ. FT. O p /� SOIL 73 0' I LEACHING TEST / LEACHING CAPACITY (AREA X RATE) M2 .d GAL./DAY \ / 4 X 0.74 SAMPLE f RESERVEE LEACHING CAPACITY 35.2.21[35.2.21[GAL./DAY l N / 1 i 2 n CATCH BOX o / _ NOTES: L h 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I I .9� / TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 1 I R SINGULAR 6ODN S ILTHE SUBSURFACE DISPOSAL OF SEWAGE. 1. 5 1. TREATMENT PLANT T T 2 )LIMIT OF 5' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO Lei I \ OVERDIG / WITHIN 6" OF FINISHED GRADE. A- (30)- 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 30' I 1 0 WITHSTANDING H-10 LOADING UNLESS THEY .ARE UNDER OR WITHIN 11 \ 1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 7i USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. / `{ 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 3 .0 `� / I 1 1 rN 4 BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 6 ti \ 30.6 / - DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO \ 38.3 ��\ \ Yarmouth Health Department OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. /��op 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR APPROVED IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE.. I PORCH npp` r4v 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE t E177RP.ov. '� - - �, awl ti Es Date CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO PR 0yFLUNC ` \ BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. I f w' ` - 8. PARCEL IS IN FLOOD ZONE C J sEDR S 30 \ \ \ \ � _ ,(� �J •I 9. LOT IS SHOWN ON ASSESSORS MAP �O9_ AS PARCEL 5•i! OG'� 10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM Of 48 HOURS t l lV (JjJ %`f _ FOUNDA T/OI�V " \0 (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). _ LOT 15 � � _ q `INOFM4•� 11. A VARIANCE OF 6.5' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE ' \ ? \ \ 1 19,660 2 S.F. e�I _ �w ° LESS THAN 2' ABOVE THE HIGH POINT IN ROAD (NON -ACCESS WEST 7 E E yG,r GREAT WESTERN ROAD). \ L 38.3 36.3 �9, - - F" UAPPROVED: BOARD OF HEALTH r� 47 DECK - i 37.5 38.4 33.6 \ �(7sJ� � D SAMPLE 351 NG IR 960p� \ \ -� Box CATCH TREATMF4T PLANT \ 9� SOIL RESERVE SAS b \ ST 1 \ \ \ LOT 16 o) 21,302 f S.F. �j _ `NT -25.00. SOIL \ J \ TEST 2 \ y 36.6 37.9 - LIMIT OF 5 OVERDIG .......... 2!! , w.. _- v��• 42.0 / I � LEGEND:�_ -- - - - -,__40.2-,EXISTING SBGT EttVATf6N 00.0 / �� L=142.88 39.53 EXISTING CONTOUR ----00---- �;-4p� 39.6 FINAL SPOT ELEVATION 40 FINALT `®� 393 SOIL TEST LOCATIDN- "'� 1 HP UTILITY POLE -0- TOWN WATER -W. W � E / CATCH BASIN IV 1 l014D GAS LINE � �D,• CLEAN OUT C. CESSPOOL C P 0 DATE AGENT OBSERVATION SOIL TEST TOP OF FOUNDATION DATE OF SOIL TEST SEPTEMBER 13 2005 ELEV. _ 35.0 SOIL TEST DONE BY SWEETSER ENENGiNELRING WITNESSED BY A. VON HONE 31.3 HOLE 1 ELEV•= OBSERVATION HOLE 2 ELEV= 30.9 PERCOLATION RATE < 2 MIN./INCH AT 10B_ INCHES HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 3.75 20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE CLEAN SAND INSPECTION PORT LOAM AND SEED 2" LAYER OF 1/8" TO 1/2" WASHED STONE 32-75 M OR FILTER FABRIC VENT �•� MIN• NOT REQUIRED z 29.75 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB SINGULAIR ® 24 . MANHOLE TREATMENT PLANT COVERS MODEL 960 ON 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT. \1 I TEE LIN 24" MANHOLE COVER 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 1/4" PER FT. DEPTH 0 8" ` A LOAMY SAND 10YR6/1... NO ROOTS 0-6" A LOAMY SAND J29-96* t0YR6/1 NO ROOTS '', 6'25' B LOAMY SAND 10YR6/4 6-29" B LOAMY SAND 10YR6/4 REV. DEC. 141 2009 JOB No. 6250-15 2.5Y7/3 REQJAN. 25, 2010 -SHEET 1-l�OF 1'^^^ 25-57" C1 MEDIUM SAND 2.5Y7/3 C1 MEDIUM SAND 57-84" C2 LOAMY SAND 10YR8/2 24.3-VERIGATED 96-120 C2 LOAMY SAND 10YR8/2 20 9 VERY SILTY ° 84-144" C3 MEDIUM SAND 2.5Y7/4 120-144" C3 MEDIUM SAND 2.5Y7/2 -ELEV. = _31_25_ ❑ ❑ ❑ ❑ 12000000 144" 19.3 SLAB ELEV. = 10 ° ° ° NO WATER ENCOUNTERED AT 144 ELEV. = 18.9 NO WATER ENCOUNTERED AT ELEV. _ _ -27=�- MIN LEVEL ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ELEV. _ ° ELEV. _-`S-O-757_ 6" SUMP ELEV. = 29_30 - °° °° 00000 ❑ ❑ ❑ ❑ ❑ ❑ ° 2' ° 43 ELEV.= ° ° ❑❑�❑❑❑❑❑DC7❑ ° ° {V/ DISTRIBUTION �s DQ-° o ELEV. a 27.00_ 35.05 S. I (TO BE PL� CEO ON FIRM BASE) BOX 2 500 GALLON GALLEYS WITH 1 SINGULAIR TREATMENT (TO BE WATER TESTED) STONE IN AN 1 13' X 25' X 2' TRENCH FORMATION ? 14.70 3112 Dei, 6BSg PLAN T C A L! 3/4" TO 1 1/2" CLEAN SOIL ABSORP I10N 31 1 6 ' 1 l` SAMPLE CATCH AND DOUBLE WASHED STONE 35.0 / " RECIRCULATING PUMP FREE OF FINES k SILT SYSTEM SAS 33.0 TC USGS PROBABLE WATER TABLE ELEV. = 12.30 5.7 t I 1 -$CEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (9/13/05) ELEV. = - 9-50 - TEST HOLE 2, LOT 9 NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ WELL A1W 230 32.9 / NUMBER DEOF SIGN CALCULATIONS ZONE C _ 3 INDEX 23.3 GARBAGE DISPOSAL UNIT FTS ADJUST 2-8 / 1 I 32.8 1 }Q)� ,p. - TOTAL ESTIMATED FLOW 12. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ( 110 GAL/BR./DAY X -.a3. BR.) M4- GAL./DAY / • VE Il .( .27. 52,7" T A MINIMUM OFj 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED REQUIRED SEPTIC TANK CAPACITY _14$.5_ GAL. WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION �- (]�/T%�7��- DESIGN PERCOLATION RATES `�__ MIN./IN. EFFLUENT LOADING RATE 9 7-4_ GAL./DAY/S.F. Q) 477.00 SQ. FT. O p /� SOIL 73 0' I LEACHING TEST / LEACHING CAPACITY (AREA X RATE) M2 .d GAL./DAY \ / 4 X 0.74 SAMPLE f RESERVEE LEACHING CAPACITY 35.2.21[35.2.21[GAL./DAY l N / 1 i 2 n CATCH BOX o / _ NOTES: L h 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I I .9� / TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 1 I R SINGULAR 6ODN S ILTHE SUBSURFACE DISPOSAL OF SEWAGE. 1. 5 1. TREATMENT PLANT T T 2 )LIMIT OF 5' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO Lei I \ OVERDIG / WITHIN 6" OF FINISHED GRADE. A- (30)- 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 30' I 1 0 WITHSTANDING H-10 LOADING UNLESS THEY .ARE UNDER OR WITHIN 11 \ 1 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 7i USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. / `{ 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 3 .0 `� / I 1 1 rN 4 BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 6 ti \ 30.6 / - DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO \ 38.3 ��\ \ Yarmouth Health Department OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. /��op 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR APPROVED IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE.. I PORCH npp` r4v 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE t E177RP.ov. '� - - �, awl ti Es Date CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO PR 0yFLUNC ` \ BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. I f w' ` - 8. PARCEL IS IN FLOOD ZONE C J sEDR S 30 \ \ \ \ � _ ,(� �J •I 9. LOT IS SHOWN ON ASSESSORS MAP �O9_ AS PARCEL 5•i! OG'� 10. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM Of 48 HOURS t l lV (JjJ %`f _ FOUNDA T/OI�V " \0 (2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW). _ LOT 15 � � _ q `INOFM4•� 11. A VARIANCE OF 6.5' IS REQUIRED FOR THE TOP OF FOUNDATION TO BE ' \ ? \ \ 1 19,660 2 S.F. e�I _ �w ° LESS THAN 2' ABOVE THE HIGH POINT IN ROAD (NON -ACCESS WEST 7 E E yG,r GREAT WESTERN ROAD). \ L 38.3 36.3 �9, - - F" UAPPROVED: BOARD OF HEALTH r� 47 DECK - i 37.5 38.4 33.6 \ �(7sJ� � D SAMPLE 351 NG IR 960p� \ \ -� Box CATCH TREATMF4T PLANT \ 9� SOIL RESERVE SAS b \ ST 1 \ \ \ LOT 16 o) 21,302 f S.F. �j _ `NT -25.00. SOIL \ J \ TEST 2 \ y 36.6 37.9 - LIMIT OF 5 OVERDIG .......... 2!! , w.. _- v��• 42.0 / I � LEGEND:�_ -- - - - -,__40.2-,EXISTING SBGT EttVATf6N 00.0 / �� L=142.88 39.53 EXISTING CONTOUR ----00---- �;-4p� 39.6 FINAL SPOT ELEVATION 40 FINALT `®� 393 SOIL TEST LOCATIDN- "'� 1 HP UTILITY POLE -0- TOWN WATER -W. W � E / CATCH BASIN IV 1 l014D GAS LINE � �D,• CLEAN OUT C. CESSPOOL C P 0 DATE AGENT LOCUS o z tN cpm J FST ¢°�cE6 PROPOSED SEPTIC DESIGN FOR DAVCO BUILDERS, INC. `°Q' IAT 15 - #9 DOVE'S ZING ROAD, YARMOUTH Sr M ENG ROAIIVE MG 508- P. 0. BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATE NOV. 17, 20091 ALE 1 „ = 20 REV. DEC. 141 2009 JOB No. 6250-15 REQJAN. 25, 2010 -SHEET 1-l�OF 1'^^^ LOCATION MAP