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HomeMy WebLinkAbout34.1 - Site Plan (Copy 2)BENCH MARK --TOP OF WOOD STAKE = 10.05 NGVD29 (15'-11" OFF SHED, 21' OFF NEAR CORN. HO.) Z LEGEND JOB NO. YO3-24 0 -W- TEST HOLE DATE: NOTES Davis8.dwg EXIST. PERFORMED BY: NOT TO GARAGE WITNESSED BY: David Flaherty, RS CJ SCALE .,....:::::::.-..:::::::. ic.7 REN LOCUS IS A.M. 34, PARCEL 1. W SF \ 2. �I_ z z 10,6 3. LOCUS IS IN FLOOD ZONES A11(EL.10) & B ON FIRM DATED JULY 2, 1992. o < O 1'x 3' Qp 4. tioemoved Invert 9.84 '10 z -__67 5. '•'' _ a o � RESERVE z N 0166 COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Invert 9.45 O 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". y S=3/8"/ft min. LL IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Q .. Z S=1/4"/ftr - STREET 9. ex18tin9 fen,A N /F BROOKS NO. 97 8.0 ADDITION 'lown1'40" W I0180.17 � 10 J ..9 ) s1 28' 12p. r/, �Q _ 3' zO O m C x W rrr, U) c -I -8" 2.9'c - SCALED LOCATION OF FLOOD ZONE VS. 10' BASE ELEVATION i4 1 �21 8235'30" E x 9.0 N a z a J n. U J CP LOT 73 10,840±S.F 85' EDGE PR OSED PARKIN:,,, G 1 r k84 N /F TEMPLE Lay perforated pipe level down center of C-4 Unit, as shown, cap end. Use410 filter cloth, no peastone. Stone StoneB.s• 12' owl LEACHING ,CROSS SECTION EXISTING FLOOR PLAN & DIMENSIONS 1"=20' 6.63".• i r+1 s.s 7, �z o 5 °' O N I' aCO M II� Ir I 7.i'7 j II ,51D � Proposed I ?:�Invert 9.62 Invert 9.45 6" Stone or compact Proposed Proposed - 10 -1-11'-j jNj \F �s .7 7.90 I DESIGN DATA 5 BEDROOMS: 3 min. " 9.2 GARBAGE GRINDER: - No F I REQUIRED CAPACITY- 330 GPD 8 5� SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 432 SF 8.25 [(36' X 12')] 855 SIDE LEACHING AREA: 31.7 SF BENCH MARK --MAG. NAIL SET [2(12'+ 36') X 2' DEEP)] IN PAVEMENT=8.55 NGVD, DESIGN CAPACITY: 343 GPD (ON RANGE UNE OF N. SIDE HO. { 106) 432 SF + 31.7 SF X .74 GPD SF (2T -Y OFF CENTER OF UTILITY POLE) [( ) / ] "FOUNDATION AND GRADING NOTE: TOP FOUNDATION HEIGHT AND GRADES AT REAR OF BUILDING ADJACENT TO SEPTIC TANK NEED TO BE MAINTAINED, AS SHOWN. TOP FOUNDATION HEIGHT AND GRADES ELSEWHERE CAN BE VARIED TO SUIT OWNER. LEGEND JOB NO. YO3-24 0 -W- TEST HOLE DATE: NOTES Davis8.dwg 9.5 x 12,0 PERFORMED BY: NOT TO EXISTING CONTOUR WITNESSED BY: David Flaherty, RS 10" SCALE 1. LOCUS IS A.M. 34, PARCEL 1. 70 SOIL SURVEY(1993): 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM28. Prop. Top Found. z Harwich outwash plain deposits 3. LOCUS IS IN FLOOD ZONES A11(EL.10) & B ON FIRM DATED JULY 2, 1992. WILFlN Qp 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Invert 9.84 '10 96 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 4 CULTEC C-4 UNITS z 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. Invert 9.45 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 0 S=3/8"/ft min. 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. S=1/4"/ftr 4" Inspection STREET 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SOUS COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 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 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) NGVD29 ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. Proposed I ?:�Invert 9.62 Invert 9.45 6" Stone or compact Proposed Proposed - 10 -1-11'-j jNj \F �s .7 7.90 I DESIGN DATA 5 BEDROOMS: 3 min. " 9.2 GARBAGE GRINDER: - No F I REQUIRED CAPACITY- 330 GPD 8 5� SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 432 SF 8.25 [(36' X 12')] 855 SIDE LEACHING AREA: 31.7 SF BENCH MARK --MAG. NAIL SET [2(12'+ 36') X 2' DEEP)] IN PAVEMENT=8.55 NGVD, DESIGN CAPACITY: 343 GPD (ON RANGE UNE OF N. SIDE HO. { 106) 432 SF + 31.7 SF X .74 GPD SF (2T -Y OFF CENTER OF UTILITY POLE) [( ) / ] "FOUNDATION AND GRADING NOTE: TOP FOUNDATION HEIGHT AND GRADES AT REAR OF BUILDING ADJACENT TO SEPTIC TANK NEED TO BE MAINTAINED, AS SHOWN. TOP FOUNDATION HEIGHT AND GRADES ELSEWHERE CAN BE VARIED TO SUIT OWNER. LEGEND 10 TH 1 0 -W- TEST HOLE DATE: September 17, 2003 3' 9.5 x 12,0 PERFORMED BY: Ron Cadillac, Soil Evaluator EXISTING CONTOUR WITNESSED BY: David Flaherty, RS 10" x - PERC RATE: G2'-00"/inch (C layer) 12.7 min +• SOIL SURVEY(1993): Carver coarse sand 32" Prop. Top Found. GEOLOGIC MAP(1986): Harwich outwash plain deposits o RAISE HOUSE Invert 10.40 Invert 9.84 48 n Use Gas Baffle 4 CULTEC C-4 UNITS Proposed Proposed Invert 9.45 9" Proposed Top Regular Stone=9.91 S=3/8"/ft min. cover No Peastone-Use F7ter cloth S=1/4"/ftr 4" Inspection Proposed I ?:�Invert 9.62 Invert 9.45 6" Stone or compact Proposed Proposed - 10 -1-11'-j jNj \F �s .7 7.90 I DESIGN DATA 5 BEDROOMS: 3 min. " 9.2 GARBAGE GRINDER: - No F I REQUIRED CAPACITY- 330 GPD 8 5� SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 432 SF 8.25 [(36' X 12')] 855 SIDE LEACHING AREA: 31.7 SF BENCH MARK --MAG. NAIL SET [2(12'+ 36') X 2' DEEP)] IN PAVEMENT=8.55 NGVD, DESIGN CAPACITY: 343 GPD (ON RANGE UNE OF N. SIDE HO. { 106) 432 SF + 31.7 SF X .74 GPD SF (2T -Y OFF CENTER OF UTILITY POLE) [( ) / ] "FOUNDATION AND GRADING NOTE: TOP FOUNDATION HEIGHT AND GRADES AT REAR OF BUILDING ADJACENT TO SEPTIC TANK NEED TO BE MAINTAINED, AS SHOWN. TOP FOUNDATION HEIGHT AND GRADES ELSEWHERE CAN BE VARIED TO SUIT OWNER. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL Port 1 103" 3" -r- 120" ' 1 5 I 1.9' USGS Adjustment Using MASH29-Sept.03 Zone A LEACH AREA 4 C-4 UNITS WITH 4' OF STONE ON THE SIDES AND 2' OF STONE ON THE ENDS FOR A 36' X 12' X 4" DEEP LEACH AREA. 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN 32"t TO MEDIUM SAND. O layer E layer 10yr 471 - loamy 1loamy sand B layer 10yr 5/8 sandy loam C layer 2.5y 5/6 medium sand observed water 10.9 8.2 'o g�JtLD;NG rJE"T. SITE PLAN FOR SCOTT & ANNE DAVIS LOT 73, 101 WILFIN ROAD, SO. YARMOUTH, MA JANUARY 12, 2004 SCALE: 12'=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2004 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 1 LEGEND 10 TH 1 TEST HOLE LOCATION, NUMBER -W- WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) 9.5 x 12,0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR PROPOSED CONTOUR UTILITY POLE (IF SHOWN) x - FENCE (IF SHOWN, NOT ALL SHOWN) REV. 4/12/04 --HOUSE RAISED, NGVD29 DATUM THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL Port 1 103" 3" -r- 120" ' 1 5 I 1.9' USGS Adjustment Using MASH29-Sept.03 Zone A LEACH AREA 4 C-4 UNITS WITH 4' OF STONE ON THE SIDES AND 2' OF STONE ON THE ENDS FOR A 36' X 12' X 4" DEEP LEACH AREA. 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN 32"t TO MEDIUM SAND. O layer E layer 10yr 471 - loamy 1loamy sand B layer 10yr 5/8 sandy loam C layer 2.5y 5/6 medium sand observed water 10.9 8.2 'o g�JtLD;NG rJE"T. SITE PLAN FOR SCOTT & ANNE DAVIS LOT 73, 101 WILFIN ROAD, SO. YARMOUTH, MA JANUARY 12, 2004 SCALE: 12'=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2004 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 1