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HomeMy WebLinkAboutEngineered Plan - 1999rn c� a_ Ir It N m BENCH MARK --TOP PK NAIL SET IN PAVEMENT = 30.00 ASSIGNED n RU.RNE i _ - 29.3 29.7 T A.3' 36 E X 30.4 � X 29.7 31.1 k 31.2 N 81` ' 30.8 \ 136.02 / `2�--3 N/F X 3 .7 11 3� 6 0 BARCLAY r'� ► x 32. ,LOT 2 X 1.� x 28.6 iTl 0 i X 34, i � 115, 6 15± S. F. `\ x :o. o 3 I 1 X 33.0 25. A I ` 31.8 29.9 X 34.210 iT4 p _ 1 N �� 1 ................. 1 Co I ............. ............... �X 3�_J n M 1 -> = 1 < `�" 127.8 w ten," co X 25. I rn �,, N ..4 E NO. 9 1 z X 35.2 I �� EXISTING HOGS �� 1 TH 1 1127.3 rn Q0 4.9 D 20 `i J 13 't ::. :. 26.6 7 X 24.6 :........... 1 ............. ......:...... ................... Q x o 1 , ::...........•::...... X 33. 31 x 25.0 1 1 1 1 X .411 X X 126.5 F I , 32.7 X 1 36.0 1 11CA 1 1 PUNTS 1 1 \ 1 .1 X 24.4 ' " 266 13 _ _ x 2 .1 3 .7 X3.9 N 11' , 25.9 6. 24.4 34.6 \ 136.02„X 18" PINE fien Xe---- S 81.18'55 w N/F .2 NYE X EENCCH MARK --TOP S.E. CORNER BULKHEAD=32.88 ASSIGNED N/F N/F SKALA MORAN 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 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 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) !. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE :DATE: May 22, 1999 6" PERFORMED BY: Ron Cadillac, Soil Evaluator 34.60± WITNESSED BY: Colleen Pelley, RS 30" PERC RATE: <2'-00"/inch (C layer) TOP FOUND. SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 42 iu Invert 30.64 62iO- Add Gas Baffle2 DRY WELLS Existing Invert 22.98 Proposed 23.6 --TOP CONC. Existing /S=2"/ft 23.3 --TOP PEA STONE 9 S=1 /4"/f t 1000 Gal. 1 ----- 24" 132" T A layer 10yr 2/2 sandyloam 81 layer, 10yr 4/6 sandy loam B2 layer) 10yr 5/ loamy sand C layer 10yr 5/6 coarse sand no water ELEV.(feet) I 27.3 23.8 16.3 Invert 23.15 Invert 22.80 , 20'8 Use 6" Stone under Proposed Proposed ! 4'5 * Bottom I I I *Based upon USGS Quad Sheet 1-- 43 I 9 j Groundwater is estimated 0 20' Bottom TH 1=16.3 below bottom of proposed system. DESIGN DATA BEDROOMS: 3 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY:-- --330 GPD- _ __ USE_2_S.H.OREY DRY- -WELLS, OR------ - -- - EXISTING SEPTIC TANK: 1000 GAL. EQUIVALENT, WITH 6' OF STONE POTTOM LEACHING AREA: 314.1 SF BETWEEN THEM AND 3' STONE ALL [(29' x 10.83')] AROUND, FOR A 29' X 10'-10" SIDE LEACHING AREA: 159.3 SF BY 2' DEEP 'LEACH AREA. [2(10.83'+ 29') X 2' DEEP)] GRADING DESIGN CAPACITY: 350 GPD [(314.1 SF + 159.3 SF) x .74 GPD/SF] REDUCE GRADE BY 18"± ON UPHILL SIDE OF SYSTEM, AS SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. l% //HEALfH AGENT APPROVAL RONALD SITE PLAN FOR I JOHNNITALE LOT 2, 9 SHELBURNE ROAD, W. YARMOUTH, MA JUNE 30, 1999 SCALE: 1 "=20' 0 RONALD J. CADILLAC, PLS, RS JUL i 6PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN HEALTH DEPEP T. P.O. BOX 25.8 7--2�f-?7- 'WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©1999 BY R.J. CADILLAC PAGE I OF 1 LEGENQ TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS G GAS LINE MARKINGS (IF SHOWN) -OE OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 X 11,0 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) -�6-�`� EXISTING CONTOUR $---- PROPOSED CONTOUR 3. UTILITY POLE (IF SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) ❑ EXISTING DRAINAGE CATCHBASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 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 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 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) !. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE :DATE: May 22, 1999 6" PERFORMED BY: Ron Cadillac, Soil Evaluator 34.60± WITNESSED BY: Colleen Pelley, RS 30" PERC RATE: <2'-00"/inch (C layer) TOP FOUND. SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 42 iu Invert 30.64 62iO- Add Gas Baffle2 DRY WELLS Existing Invert 22.98 Proposed 23.6 --TOP CONC. Existing /S=2"/ft 23.3 --TOP PEA STONE 9 S=1 /4"/f t 1000 Gal. 1 ----- 24" 132" T A layer 10yr 2/2 sandyloam 81 layer, 10yr 4/6 sandy loam B2 layer) 10yr 5/ loamy sand C layer 10yr 5/6 coarse sand no water ELEV.(feet) I 27.3 23.8 16.3 Invert 23.15 Invert 22.80 , 20'8 Use 6" Stone under Proposed Proposed ! 4'5 * Bottom I I I *Based upon USGS Quad Sheet 1-- 43 I 9 j Groundwater is estimated 0 20' Bottom TH 1=16.3 below bottom of proposed system. DESIGN DATA BEDROOMS: 3 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY:-- --330 GPD- _ __ USE_2_S.H.OREY DRY- -WELLS, OR------ - -- - EXISTING SEPTIC TANK: 1000 GAL. EQUIVALENT, WITH 6' OF STONE POTTOM LEACHING AREA: 314.1 SF BETWEEN THEM AND 3' STONE ALL [(29' x 10.83')] AROUND, FOR A 29' X 10'-10" SIDE LEACHING AREA: 159.3 SF BY 2' DEEP 'LEACH AREA. [2(10.83'+ 29') X 2' DEEP)] GRADING DESIGN CAPACITY: 350 GPD [(314.1 SF + 159.3 SF) x .74 GPD/SF] REDUCE GRADE BY 18"± ON UPHILL SIDE OF SYSTEM, AS SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. l% //HEALfH AGENT APPROVAL RONALD SITE PLAN FOR I JOHNNITALE LOT 2, 9 SHELBURNE ROAD, W. YARMOUTH, MA JUNE 30, 1999 SCALE: 1 "=20' 0 RONALD J. CADILLAC, PLS, RS JUL i 6PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN HEALTH DEPEP T. P.O. BOX 25.8 7--2�f-?7- 'WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©1999 BY R.J. CADILLAC PAGE I OF 1 NOTES NOT INTO oldTown SCALE Rd 1. LOCUS IS A.M. 76, PARCEL 36. 2. ELEVATIONS SHOWN ARE ASSIGNED. Golf 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) Course 5. MUNICIPAL. WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. n 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. -� 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Shelburne 3 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Rd. 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. MORTOR CHIMNEYS IN PLACE. c� ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP 10 STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN 1/8 TO 1/2' PEASTONE 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 IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3). 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) !. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 TEST HOLE :DATE: May 22, 1999 6" PERFORMED BY: Ron Cadillac, Soil Evaluator 34.60± WITNESSED BY: Colleen Pelley, RS 30" PERC RATE: <2'-00"/inch (C layer) TOP FOUND. SOIL SURVEY(1993): Carver coarse sand GEOLOGIC MAP(1986): Harwich outwash plain deposits 42 iu Invert 30.64 62iO- Add Gas Baffle2 DRY WELLS Existing Invert 22.98 Proposed 23.6 --TOP CONC. Existing /S=2"/ft 23.3 --TOP PEA STONE 9 S=1 /4"/f t 1000 Gal. 1 ----- 24" 132" T A layer 10yr 2/2 sandyloam 81 layer, 10yr 4/6 sandy loam B2 layer) 10yr 5/ loamy sand C layer 10yr 5/6 coarse sand no water ELEV.(feet) I 27.3 23.8 16.3 Invert 23.15 Invert 22.80 , 20'8 Use 6" Stone under Proposed Proposed ! 4'5 * Bottom I I I *Based upon USGS Quad Sheet 1-- 43 I 9 j Groundwater is estimated 0 20' Bottom TH 1=16.3 below bottom of proposed system. DESIGN DATA BEDROOMS: 3 LEACH AREA GARBAGE GRINDER: No REQUIRED CAPACITY:-- --330 GPD- _ __ USE_2_S.H.OREY DRY- -WELLS, OR------ - -- - EXISTING SEPTIC TANK: 1000 GAL. EQUIVALENT, WITH 6' OF STONE POTTOM LEACHING AREA: 314.1 SF BETWEEN THEM AND 3' STONE ALL [(29' x 10.83')] AROUND, FOR A 29' X 10'-10" SIDE LEACHING AREA: 159.3 SF BY 2' DEEP 'LEACH AREA. [2(10.83'+ 29') X 2' DEEP)] GRADING DESIGN CAPACITY: 350 GPD [(314.1 SF + 159.3 SF) x .74 GPD/SF] REDUCE GRADE BY 18"± ON UPHILL SIDE OF SYSTEM, AS SHOWN. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. l% //HEALfH AGENT APPROVAL RONALD SITE PLAN FOR I JOHNNITALE LOT 2, 9 SHELBURNE ROAD, W. YARMOUTH, MA JUNE 30, 1999 SCALE: 1 "=20' 0 RONALD J. CADILLAC, PLS, RS JUL i 6PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN HEALTH DEPEP T. P.O. BOX 25.8 7--2�f-?7- 'WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©1999 BY R.J. CADILLAC PAGE I OF 1