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HomeMy WebLinkAboutDOA - 15 Edgewater Drive - Site Plan002116.2 ELEV. _ PVC 01- ( % SLOPE) SLOPE) NO GROUNDWATER FOUND LEACHING (GROUNDWATER EXPECTED AT ELI FOUNDATION- EXIST. - SEPTIC TANK 22' D' BOX 12' FACILITY FHE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT OCATIONS OF ALL UTILITIES AND ALL 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE UILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE LEVATIONS PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE ORTION OF SEPTIC SYSTEM 1 BENCHMARK >/22.x5 CONC. BOUND ELEV. = 26.0' /317 x-1�-t4 _ z„ Q� / �-_aQ 45' z6 -o CAUTION: GASLINE IN AREA OF R-30.00 4" 1 64, PROPOSED WORK '-60 x24 3� LARGE [ l rj, .47 / . QO 6.\� 21 .✓/ .�Q ROCK �-✓ 7 ��` `` 51 5.73 LOT 6 Z6 i� (D5.54 35.54 x O S GASLINE / / 1 J. 1 60,640 SF / LAARRG 1 �'��` 4799"I \ / �� , 2..13 �\ \. / J� x 24.73 / x1E25 EL.=26.8' //"yy224 .t 2 _0 � H V "V2y.82 x -84 1 J.35 CATV 4i 41 ELEC \ % / ^ x _6 RISER PAD RI 20. f 24.81 x 23 76 X001. / / E ERr EXIST. SEPTIC \` i GA ME TA RETAIN) .4 i x21 x21. 4 23.74e- / \ x 2.01 STEP 00 2 0 A� 22 �p 123, 7 \ EXISTING PAVED \ 2.71 /DWELLING FFLOOR r DRIVE .65 / DECK [ WALKOUT EL.=16.2' < �J .06 x.55 x 15.90 0�0 O \ 54 P4 �'P k 22.76 F Gv} 'po V,2272 STONE \ PARKING \ 9 1p A, �� r / \ 21.94 PROP. RF_w_ r t'0,.'JN c ".' R' 1 ROJ� DECK AND RELOCATE TOSIDE OF PROPOSED ADDITION EXISTING PINE TREES TO BE REMOVED TEST HOLE SYSTEM PROFILEALL 1 SYSTE MARKED WITHC MAGNETIC T TAPE AOR BE A41 ENGINEER: DANIEL E. GONSALVES, SE COMPARABLE MEANS FOR FUTURE LOCATION. WITNESS: fHIL RENAUD �ri (NOT TO SCALE) - 41 CONCRETE COVERS TO WITHIN 3" GRADE PERC. RATE _ < 2 MIN/INCH ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CLASS I SOILS Hi u ELEV. ,rondeT RSV S Nsholes FILTER FABRIC OVER STONE 0" 23.0' O„ 23.0' A A 2% SLOPE REQUIRED OVER SYSTEM 23.2 MINIMUM .75' OF COVER OVER PRECAST 1OYR 3/2 1OYR 3/2 7 7" BLOCKS OR PRECAST H-10 B PRECAST RISERS RISERS (TYP.) 20 21.3' 26„ 4"OSCH40 PVC PIPES LEVEL 1ST 2' L�4 26" 1 OYR 5/6 MORTAR ALL H-10 COMPON(TMTPS) INV'S EL 19.41' 4' ENDS SIDES 20.24' EXISTING 1000 TEE TEE *19.9± (/� ®®L-�l�®® SEPTIC TANK" o o' 000l° ` o$opa00000 oaQo of N 000000 o Leo®®o©�®®_®� ®��®CGE3®r®® _o 0 0°: GAS BAFFLE "a o„o„o„o„o o. ooa°Doo, gog g°1 17.41' 19.68'0 19.51' DOoo oo Doo H-10 500 GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Oo OOoo 000000 O 000000( -1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 00000000000 ALL AROUND PRECAST STRUCTURES ALL AR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' COMPACTION. (15.221 [21) 4.4 13.0' BOTTOM TH-1 & 2 ( % SLOPE) SLOPE) NO GROUNDWATER FOUND LEACHING (GROUNDWATER EXPECTED AT ELI FOUNDATION- EXIST. - SEPTIC TANK 22' D' BOX 12' FACILITY FHE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT OCATIONS OF ALL UTILITIES AND ALL 1000 GALLONS AND ITS SUITABILITY FOR RE -USE. REPLACE UILDING SEWER OUTLETS AND WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE LEVATIONS PRIOR TO INSTALLING ANY CONDITIONS IF NOT SUITABLE ORTION OF SEPTIC SYSTEM 1 BENCHMARK >/22.x5 CONC. BOUND ELEV. = 26.0' /317 x-1�-t4 _ z„ Q� / �-_aQ 45' z6 -o CAUTION: GASLINE IN AREA OF R-30.00 4" 1 64, PROPOSED WORK '-60 x24 3� LARGE [ l rj, .47 / . QO 6.\� 21 .✓/ .�Q ROCK �-✓ 7 ��` `` 51 5.73 LOT 6 Z6 i� (D5.54 35.54 x O S GASLINE / / 1 J. 1 60,640 SF / LAARRG 1 �'��` 4799"I \ / �� , 2..13 �\ \. / J� x 24.73 / x1E25 EL.=26.8' //"yy224 .t 2 _0 � H V "V2y.82 x -84 1 J.35 CATV 4i 41 ELEC \ % / ^ x _6 RISER PAD RI 20. f 24.81 x 23 76 X001. / / E ERr EXIST. SEPTIC \` i GA ME TA RETAIN) .4 i x21 x21. 4 23.74e- / \ x 2.01 STEP 00 2 0 A� 22 �p 123, 7 \ EXISTING PAVED \ 2.71 /DWELLING FFLOOR r DRIVE .65 / DECK [ WALKOUT EL.=16.2' < �J .06 x.55 x 15.90 0�0 O \ 54 P4 �'P k 22.76 F Gv} 'po V,2272 STONE \ PARKING \ 9 1p A, �� r / \ 21.94 PROP. RF_w_ r t'0,.'JN c ".' R' 1 ROJ� DECK AND RELOCATE TOSIDE OF PROPOSED ADDITION EXISTING PINE TREES TO BE REMOVED TEST HOLE LOGS a A41 ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: fHIL RENAUD �ri DATE: 1/15/14 41 oc PERC. RATE _ < 2 MIN/INCH 0 a h CLASS I SOILS Hi u ELEV. ,rondeT RSV S Nsholes ELEV. 0" 23.0' O„ 23.0' A A LS LS 1OYR 3/2 1OYR 3/2 7 7" B B LS LS 26„ 1 OYR 5/620.8' 26" 1 OYR 5/6 20.8' C C PERC MS MS 1OYR 6/4 1OYR 6/4 120" J 13_0' 120" 1 NO GROUNDWATER ENCOUNTERED I off 508-362-4541 fox 508-362-9880 downcape.Com down cape engineering3 iac. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02575 13.0' 14f' V. 3't) SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 **RE -USE EXISTING 1000 GAL. SEPTIC TANK LEACHING: SIDES:2 (33.5 + 12.83) 2A.74) 137 GPC BOTTOM 33.5 x 12.83 (.74) = 318 GPD TOTAL: 614 S.F. 455 GPD USE (3) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND 16.50 � r / CAF}DEA r 97 / j 16.16/7 � PROP/ STAIRS#*/ 1 6 12. RE-LOCA,fED PORTION' OF - DECK - 7 � FF h o� 1 8 �X 15.19 ,�. / > X9.89 )LIST. WOQD WLL/ 0 BE EP EL/ x 7:4 i OOO✓°P� y\1 7P O ".261 /..,., 09 �O / QY 1 �� 779 LAND SUBJECT'I COASTAL STORM 5-39 FLOWA�E 1 1 I 1 o. 1 " �6. 1 6.49 \ NO OASTAL BANK THIS ARE x 0.14 x 2-z"1E", s6 v �SJRN DATE DANIEL A. OJALA, P.E., P.L.S. x x 5.71 #T ,x 2.69 4.69 12 �3 ivy QUO T x -C3 _ -- (SALT MARSH IALl 2.85 % O a A41 Erictis � o� �ri U 41 oc 2.74 <�.04 I 0.86 0.95 LOCUS MAP NOT TO SCALE SCALE 1"=2000'± ASSESSORS MAP 92 PARCEL 11 LOCUS IS WITHIN FEMA FLOOD ZONE A5 ELEV. 7, B AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 NOTES 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-14 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES FOR ROOF RUN-OFF 14. WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE -2,98 0.18 TITLE 5 SITE PLAIN OF 15 EDGEWATER DRIVE SOUTH YARMOUTH PREPARED FOR M/M RONALD DEVEAUX FEBRUARY 2, 2014 Scale: 1"= 20' 0 10 20 30 40 50 FEET a Erictis � o� ppring �- yd' oc 0 a h Hi u ,rondeT RSV S Nsholes i' °D 0 LOCUS MAP NOT TO SCALE SCALE 1"=2000'± ASSESSORS MAP 92 PARCEL 11 LOCUS IS WITHIN FEMA FLOOD ZONE A5 ELEV. 7, B AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 NOTES 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-14 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE V.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. PROVIDE DRYWELLS OR STONE DRIP TRENCHES FOR ROOF RUN-OFF 14. WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE -2,98 0.18 TITLE 5 SITE PLAIN OF 15 EDGEWATER DRIVE SOUTH YARMOUTH PREPARED FOR M/M RONALD DEVEAUX FEBRUARY 2, 2014 Scale: 1"= 20' 0 10 20 30 40 50 FEET