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HomeMy WebLinkAbout133.22 - Site Plan (Copy 2)ZONING DISTRICT: R40 REQUIRED YARDS: FRONT YARDS 30' SIDE . YARDS 20' PROPOSED STONE RETAINING WALL TOP WALL=17.5 IGHPOINT IN ROAD =15.5 N /F DUFVA N /F E.J. CRONIN N /F R.F. COOGAN N /F M.S.ROCKWELL CL 0- 6. JOB NO. Y03-03 °tea NOTES 7. INLET .TEE .TO PROJECT DOWN, 13%. . OUTLET TEE DOWN W n -i Kelly6.dwg 1. LOCUS IS A.M. 133, PARCEL 22. Ellis Circle 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM4. 3 `n 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. NOT TO " 4. -ALL PIPES" TO BE- 4" SCH 40, -AND PITCHED AT 1/4" PER FOOT. (UNLESS SCALE NOTED) 5 MUNICIPAL WATM IS AVAILABLE LOTS WITHIN 100' ARE ON TOWN WATER N /F M.S.ROCKWELL \ fi 5.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 \ ` TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6- 11,6 \ 1 PERFORMED BY: R.W. Wilcox, Soil Evaluator 22,2 WITNESSED BY: Amy Von Hone & Bruce Murphy \ PERC RATE: <17'/in. (C1=TH1), <7'/in. (C17TH2) 25" \ 1 Prop. Top Found. SOIL SURVEY(1993): Carver loamy"coarse sand V \ FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits iu DESIGN BY Invert 17.50 48"9 / lo,al \ OTHERS. Invert 16.92 � \ Exist. Cast Iron 62" Use Gas Baffle LEACH FIELD „ 1 Invert' 16.55 (34' x 19') - 73- 1.7 \ Proposed / 5.4 S=3/8" ft 9" min. cover 16.9 4 16.8 f 10.67 * 9,9 Proposed S=1 /4"/ft Top Peastone Top Peastone I I=17.17 1500 Gal. - / Proposed - - - - 6„ / „ 11.2 I I EI. 14.7 T 132 / Invert 16 72//1--+ 16 45 15.8 A layer 10yr 4/4 loamy sand B layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 16.0 13.9 10.8 -9.9 5.0 FLOOD ZONE C / 6 Stone or Compact Proposed Pro Proposed I 4' "� Bottom TEST HOLE 2 . 9.3 PFO fL00D ZO A (El" 11) / / I . I p ' 10' tv_ 2EI. 11.8 DEPTH (inches) ELEV.(feet) 7'4. - �,, i_ rn , 5' 1' of 1.9' USGS Adjustment 0 ' < Provided using SDW252 " Bank _-; DESIGN DATA p " of coast',6 Aril 02 -ZoFe' A 5 Observed Water=10.8 WETLANDS SALTMARSH BEDROOMS:' " k" ` 3 GARBAGE`GRINDER:--- - No -- LEACH AREAS REQUIRED CAPACITY: 330 GPD 9 \ / N/F SEPTIC TANK: 1500 GAL. USE A 43' LONG BY 19' -WIDE BY 6" 52"� J ! 5.6 BOTTOM LEACHING AREA: 646 SF „--DEEF" LEACH BED. USE�.�30' LONG / / TOWN OF YARMOUTH 9.6 I �6.9 -12 1 I/ 8.6 / XX 6.8 {76 FRESH MARSH } 6.0 42 LEGEND } TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER V/ PROPOSED WATER SERVICE x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR g--- PROPOSED CONTOUR - ® EXISTING .DRAINAGE CATCH. BASIN SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE FLOOD ELEVATION REV.- 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY" [(34' X 19')] SECTIONS OF PERFORATED PIPL SET 6 82 APART ON CENTER, PITCHED AT 1/16" SIDE LEACHING AREA: 0 SF PER FOOT. CAP ENDS. BED HAS 2' 108" NONE OF ,_STONE , ON ENDS AND 3 1 /2' .STONE . DESIGN CAPACITY: 342 GPD ON SIDES. [(646 SF) X .53 GPD/SF] 5"REMOVAL, DO 5' ALL AROUND AND UNDER REMOVAL 132" DOWN 2'f TO LOAMY SAND/C1 LAYER. CALL HEALTH AGENT TO INSPECT REMOVAL HOLE. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. i � � OF Ar]ASs9�� SN OF Mgss9 '. RAL Ro � /7 yGMt `A r ; y <. cf, c _P '7 y' p s 4 O Al SG�STE��SF sv`gti��sS\E�O� r AN17AR\? Rv �' SU -1 0 HEALTH AGENT APPROVAL DATE IMPERVIOUS BARRIER A layer 10yr 4/2 loamy sand B layer 10yr 6/6 - loamy sand C1 Mayer 2.5y 6/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand PROVIDE IMPERVIOUS BARRIER, AS SHOWN. SITE PLAN FOR PAUL KELLY LOT 24, 40 ELLIS CIRCLE," YARMOUTHPORT, ' MA APRIL 3,-2003 SCALE: 1 "=30' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR I&.'REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 CL 0- 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. °tea (0 7. INLET .TEE .TO PROJECT DOWN, 13%. . OUTLET TEE DOWN W n -i 8. .14". IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW m D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. s 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING -`MUST BE PROVIDED. BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. RTE 6A ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG -ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12.. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 i IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet) LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. - \ fi 5.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 \ ` TOP FOUNDATION PROPOSED 6.7' ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6- 11,6 \ 1 PERFORMED BY: R.W. Wilcox, Soil Evaluator 22,2 WITNESSED BY: Amy Von Hone & Bruce Murphy \ PERC RATE: <17'/in. (C1=TH1), <7'/in. (C17TH2) 25" \ 1 Prop. Top Found. SOIL SURVEY(1993): Carver loamy"coarse sand V \ FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits iu DESIGN BY Invert 17.50 48"9 / lo,al \ OTHERS. Invert 16.92 � \ Exist. Cast Iron 62" Use Gas Baffle LEACH FIELD „ 1 Invert' 16.55 (34' x 19') - 73- 1.7 \ Proposed / 5.4 S=3/8" ft 9" min. cover 16.9 4 16.8 f 10.67 * 9,9 Proposed S=1 /4"/ft Top Peastone Top Peastone I I=17.17 1500 Gal. - / Proposed - - - - 6„ / „ 11.2 I I EI. 14.7 T 132 / Invert 16 72//1--+ 16 45 15.8 A layer 10yr 4/4 loamy sand B layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 16.0 13.9 10.8 -9.9 5.0 FLOOD ZONE C / 6 Stone or Compact Proposed Pro Proposed I 4' "� Bottom TEST HOLE 2 . 9.3 PFO fL00D ZO A (El" 11) / / I . I p ' 10' tv_ 2EI. 11.8 DEPTH (inches) ELEV.(feet) 7'4. - �,, i_ rn , 5' 1' of 1.9' USGS Adjustment 0 ' < Provided using SDW252 " Bank _-; DESIGN DATA p " of coast',6 Aril 02 -ZoFe' A 5 Observed Water=10.8 WETLANDS SALTMARSH BEDROOMS:' " k" ` 3 GARBAGE`GRINDER:--- - No -- LEACH AREAS REQUIRED CAPACITY: 330 GPD 9 \ / N/F SEPTIC TANK: 1500 GAL. USE A 43' LONG BY 19' -WIDE BY 6" 52"� J ! 5.6 BOTTOM LEACHING AREA: 646 SF „--DEEF" LEACH BED. USE�.�30' LONG / / TOWN OF YARMOUTH 9.6 I �6.9 -12 1 I/ 8.6 / XX 6.8 {76 FRESH MARSH } 6.0 42 LEGEND } TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER V/ PROPOSED WATER SERVICE x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR g--- PROPOSED CONTOUR - ® EXISTING .DRAINAGE CATCH. BASIN SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE FLOOD ELEVATION REV.- 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY" [(34' X 19')] SECTIONS OF PERFORATED PIPL SET 6 82 APART ON CENTER, PITCHED AT 1/16" SIDE LEACHING AREA: 0 SF PER FOOT. CAP ENDS. BED HAS 2' 108" NONE OF ,_STONE , ON ENDS AND 3 1 /2' .STONE . DESIGN CAPACITY: 342 GPD ON SIDES. [(646 SF) X .53 GPD/SF] 5"REMOVAL, DO 5' ALL AROUND AND UNDER REMOVAL 132" DOWN 2'f TO LOAMY SAND/C1 LAYER. CALL HEALTH AGENT TO INSPECT REMOVAL HOLE. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. i � � OF Ar]ASs9�� SN OF Mgss9 '. RAL Ro � /7 yGMt `A r ; y <. cf, c _P '7 y' p s 4 O Al SG�STE��SF sv`gti��sS\E�O� r AN17AR\? Rv �' SU -1 0 HEALTH AGENT APPROVAL DATE IMPERVIOUS BARRIER A layer 10yr 4/2 loamy sand B layer 10yr 6/6 - loamy sand C1 Mayer 2.5y 6/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand PROVIDE IMPERVIOUS BARRIER, AS SHOWN. SITE PLAN FOR PAUL KELLY LOT 24, 40 ELLIS CIRCLE," YARMOUTHPORT, ' MA APRIL 3,-2003 SCALE: 1 "=30' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR I&.'REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 ©2003 BY, R.J. CADILLAC PAGE 1 OF 1 0- ITS CD O n -i ©2003 BY, R.J. CADILLAC PAGE 1 OF 1