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HomeMy WebLinkAbout133.22 - Landscape PlanZONING DISTRICT: R40 REQUIRED YARDS: FRONT YARDS 30' SIDE YARDS 20' I a„ aro ay„ PROPOSED STONE RETAINING WALL TOP WALL -17.5 GHPOINT r IN ROAD I =15.5 41, N/F DUFVA ii 't h" Ili l..i f F -I RFC_.i N/F E.J. CRONIN N/F R.F. COOGAN N/F BENCA MARK --TOP N PAVEMENT= 062 F MAG. NAIL ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP M.S.ROCKWELL 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MI . 1/8 TO 1/2" PEA STONE ON TOP. 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 STONE RETAINING 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 WADS DEPTH (inches) ELEV• feet / LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ( ) A layer 10yr 4/4 loamy sand 8 layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 6,8 ` 5.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TOP FOUNDATION PROPOSED 6.T ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6' 6 PERFORMED BY: R.W. Wilcox, Soil Evaluator 22.2 WITNESSED BY: Amy Von Hone & Bruce Murphy Prop. Top found. PERC RATE: <17'/in. (Cl-THl), <7'/in. (Cl-TH2) 25" SOIL SURVEY(1993): Carver loamy coarse sand a / FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits to ,,.,, DESIGN BY Invert 17.75. 48"n 1o.^1 OTHERS % Exist. Cast Iron Invert 17.20 LEACH FIELD 62" Use Gas Baffle Invert 16.51 73" (34 x 19 ) 17 Proposed / j 5.4 S=3/8"/ft' 9" min. cover 16.9 16.8 9,9 - I Proposed S=3/16"/ft S=1/8"� t. Top Peastone Top Peastone Invert 17.45 1500 Gal.. mm. r Proposed - - - _ _ 6" 132" 16.0 13.9 10.8 9.9 SO T• .i.z El. 14.7 Invert 16.66 Invert 16.45 15.8 eo FLOOD ZONE CA t� 11� I 6" Stone i r compact Proposed Proposed 6, 1 4 Bottom TEST HOLE 2 rc r .4FLO, / r- 10' r-34 N 2' 1 EI. 11.8 DEPTH (inches) ELEV.(feet) 6 4.7 m 1 of 1.9 USGS Adjustment 0 m Provided using SDW252 DESIGN DATA - Apr, 02 --Zone A _ 5. -A Observed Woter=10.8 w�-ii.AN�S SALPdARSH BEDROOMS: 3 ...... GARBAGE -GRINDER: No LEACH AREA _ _ 23" N/F - 56 TOWN OF YARMOUTH "CRAWL SPACE NOTE GRADE IN CRAWL SPACE TO BE AT EL 17.0. OR ABOVE TOP PEASTONE OF LEACHING FIELD. WHICHEVER Is HIGHER. SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE C press / FLOOD ELEVA"TION �ib FRESH M4RSH 330 GPD3 �tw/ shri�t i2 JOB NO. Y03-03 SEPTIC TANK: 1500 GAL / �r!/(/ // !, ,/ tJ -vI ae NOTES I Kelly6.dwg 646 SF fyy !//a,LyCKs 1. LOCUS IS A.M. 133, PARCEL 22. Ellis cird" (ihYe 6L)o�k 82" 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM4. cS�vne dri ✓%�u rn arou r� '° 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. NOT TO NONE 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) SCALE -W- EL 5.MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 9.5 r 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) m 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. g� U')7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 132' ® EXISTING DRAINAGE CATCH BASIN - 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW s y� ai d BUYER'S NAME D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Ire. 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. BUILD UP COVERS TO NITHIN 4' OF GRADE MORTAR CHIMNEYS IN PLACE RTE eA N/F BENCA MARK --TOP N PAVEMENT= 062 F MAG. NAIL ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP M.S.ROCKWELL 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MI . 1/8 TO 1/2" PEA STONE ON TOP. 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 STONE RETAINING 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 WADS DEPTH (inches) ELEV• feet / LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ( ) A layer 10yr 4/4 loamy sand 8 layer 10yr 6/8 loamy sand C1 layer 2.5y 7/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 6,8 ` 5.7 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TOP FOUNDATION PROPOSED 6.T ABOVE ROAD TEST HOLE DATE: April 10 & 11, 2002 6' 6 PERFORMED BY: R.W. Wilcox, Soil Evaluator 22.2 WITNESSED BY: Amy Von Hone & Bruce Murphy Prop. Top found. PERC RATE: <17'/in. (Cl-THl), <7'/in. (Cl-TH2) 25" SOIL SURVEY(1993): Carver loamy coarse sand a / FOUNDATION GEOLOGIC MAP(1986): Cape Cod Bay lake deposits to ,,.,, DESIGN BY Invert 17.75. 48"n 1o.^1 OTHERS % Exist. Cast Iron Invert 17.20 LEACH FIELD 62" Use Gas Baffle Invert 16.51 73" (34 x 19 ) 17 Proposed / j 5.4 S=3/8"/ft' 9" min. cover 16.9 16.8 9,9 - I Proposed S=3/16"/ft S=1/8"� t. Top Peastone Top Peastone Invert 17.45 1500 Gal.. mm. r Proposed - - - _ _ 6" 132" 16.0 13.9 10.8 9.9 SO T• .i.z El. 14.7 Invert 16.66 Invert 16.45 15.8 eo FLOOD ZONE CA t� 11� I 6" Stone i r compact Proposed Proposed 6, 1 4 Bottom TEST HOLE 2 rc r .4FLO, / r- 10' r-34 N 2' 1 EI. 11.8 DEPTH (inches) ELEV.(feet) 6 4.7 m 1 of 1.9 USGS Adjustment 0 m Provided using SDW252 DESIGN DATA - Apr, 02 --Zone A _ 5. -A Observed Woter=10.8 w�-ii.AN�S SALPdARSH BEDROOMS: 3 ...... GARBAGE -GRINDER: No LEACH AREA _ _ 23" N/F - 56 TOWN OF YARMOUTH "CRAWL SPACE NOTE GRADE IN CRAWL SPACE TO BE AT EL 17.0. OR ABOVE TOP PEASTONE OF LEACHING FIELD. WHICHEVER Is HIGHER. SCALED LOCATION OF FLOOD ZONE DIFFERS FROM BASE C press / FLOOD ELEVA"TION �ib FRESH M4RSH REQUIREQ CAPACITY: 330 GPD3 �tw/ shri�t i2 0 SEPTIC TANK: 1500 GAL / �r!/(/ // !, ,/ tJ -vI ae j 6.0 BOTTOM LEACHING AREA: 646 SF fyy !//a,LyCKs /58 [(34' X 19')] (ihYe 6L)o�k 82" cS�vne dri ✓%�u rn arou r� SIDE LEACHING AREA: 0 SF l owe 108 NONE TH 1 ESTIMATED TEST HOLE LOCATION, NUMBER DESIGN CAPACITY: -W- PROPOSED WATER SERVICE [(646 SF) X .53 GPD/SF] 9.5 r 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /-6--- EXISTING CONTOUR 5' REMOVAL _8-- PROPOSED CONTOUR • 132' ® EXISTING DRAINAGE CATCH BASIN while OQ k trees REV. 3/26/04 --HOUSE FOOTPRINT, SEPTIC TANK, BUYER'S NAME REV. 5/14/03 --RETAINING WALLS & GRADES CHANGED FOR OLD KINGS HIGHWAY REQUIREQ CAPACITY: 330 GPD3 I 0 SEPTIC TANK: 1500 GAL USE A LONG BY 19' WIDE BY 6' 52"a BOTTOM LEACHING AREA: 646 SF DEEP LEArH BED. USE 3--30' LONG [(34' X 19')] SECTIONS OF PERFORATED PIPE 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 • 132' A layer 10yr 4/2 loamy sand 8 layer 10yr 6/6 loamy sand C1 layer 2.5y 6/4 loamy sand observed water C2 layer 2.5y 6/2 fine sand 15.8 DO 5 ALL AROUND AND UNDER REMOVAL T DOWN 2'f TO LOAMY SAND/C1 LAYER. CALL HEALTH AGENT TO INSPECT REMOVAL HOLE. IMPERVIOUS BARRIER PROVIDE IMPERVIOUS BARRIER, AS SHOWN. SITE PLAN FOR THIS PLAN A VALID COPY ONLY IF IT BEARS MICHAEL z O N TI N I AN ORIGINALL TU RED STAMP AND SIGNARE LOT 243, 40 ELLIS CIRCLE, YARMOUTHPORT, MA APRIL 3, 2003 SCALE: 1"=30' HEALTH AGENT APPROVAL DATE RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2003 BY R.J. CADILLAC (50) 775-9700 PAGE 1 OF 1