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Home My WebLink AboutEngineered Plan - 20038. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. J au it �� NOT TO NOTE: EDGE OF PAVEMENT LOCATION SHOWN 9• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE 816 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. 26 50 IS APPROXIMATE, AS THERE WAS 2' OF ONE COVER OF TANK TO BE WITHIN 6" OF GRADE./ " " LOCATION MAP SNOW AND ICE AT TIME OF FIELD SURVEY. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN. 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 / X 27,7 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 1 8 25,64 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) ELEV.(feet) 28.64 g� 27.2 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 H P,00 � 00 \ TEST HOLE DATE: October 23, 2002 8 PERFORMED BY: Ron Cadillac, Soil Evaluator x / / 2 WITNESSED BY: Amy Von Hone, RS, CHO \ J, PERC RATE: <2'-00"/inch (C layer) x 27,9 Uj 24.81 ` SOIL SURVEY(1993): Carver coarse sand \ RAISE GRADE AT PROPOSED GEOLOGIC MAP(1986): Harwich outwash plain deposits 33" SEPTIC 1 TANK, AS SHOWN 28,5 �5 5 Invert 25.00± Invert 23.70 54"° �v v �Exist. Cast Iron Use Gas Baffle 5 HIGH CAPACITY End EInvert \ \ \ Proposed It 23.17 INFILTRATORS � 28,8 1 �. \ Proposed �5S=1 1 /4"/ft 9" min. cover 23.6 _5.2 � 23,86 S=1 /8"/ft TOP PEA STONE � O 24,5 1500 Gal. . , \ h = I Proposed . (O' Invert 23.9 24,8 5 129" 2 t� �� I 1 Proposed _ _ _ _ -� 28 ' '� x 25e BENCH MARK --TOP AND CENTER 1 10 1/4" 132" 27.3 24.5 T 16.55 TH 16 3 1 , 24.4 CONC. BOUND= 25.32 ASSIGNED 1 I ■ 27.3 .. `,\111 $ x 1 72 "` I Invert 23.34 Invert 23.15 , 22.3 23 = 26 49 2 ._ _ 26 8 i 1 6" Stone or compact Proposed Proposed 4 0 Bottom �7 BENCH MARK--N.E. CORNER OF 'J-- I ( I I N I_ pp,VED DRIVE 26,0 4 10 35 - 1 EI. 18.3 CONC. SLAB= 26.55 ASSIGNED r r— I I - 7 2 .`..... I � rn 1.75' provided of 2.75' Adjustment - 1 I I < Using MASH29-Oct 2002 2 ! L ... ... .... 26,6 X24.3 DESIGN DATA `° Zone A .............. :. 27.29 0`�''v...... fn Observed er=16.55 o 1 Wat :--1 B, �G �, b BEDROOMS: 3 - o - -- v7 _6 �- - - -® 2..,16- - x 2�.6 _ - GARBAGE _GRINDER 1_ -_ REQUIRED CAPACITY; 330 GPD ~ O Z 26 x U 4 5 24,3 LEACH AREA -Z LOT 22 `l� �+ 5.92 x N/F SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 407 SF USE 5 HIGH CAPACITY INFILTRATORS WITH 1 o TEDESSCHI [(37' X 11')] WITH APPROX. 4' STONE ON SIDES AND 9,8 0 0 S. F. C SIDE LEACHING AREA: 81.6 SF APPROX.� 3' STONE ON THE ENDS FOR A 2(11'+ 3T) X 0.85' DEEP)] 37 X 11 X 10 1/4 DEEP LEACH AREA. 26,85 x 27,2 m [ 1::::::: 6.2 DESIGN CAPACITY: 361 GPD 24,4 [(407 SF + 81.6 SF) X .74 GPD/SF] 7.3 ._ .... :::_l 24.6 26.7 x 4.9 1 y 27, 7,0 92.02 1 7.3 x 26.3 37 26,2 BENCH MARK --TOP OF MAG. .... NAIL= 27.16 ASSIGNED N /F ' CAHOON LEGEND - TH 1 JOB NO. Y02-46 W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) NOTES Kelley5.dwg ,-6--- EXISTING CONTOUR MAXIMUM FEASIBLE COMPLIANCE -APPROVALS REQUESTED: PROPOSED CONTOUR UTILITY POLE (IF SHOWN) X — FENCE (IF SHOWN, NOT ALL SHOWN) 1. LOCUS IS A.M. 59, PARCEL 253. 1. VARY LEACH AREA TO PROPERTY LINE BY 3 1/2' (6.5. PROVIDED). 2. ELEVATIONS SHOWN ARE ASSIGNED. VARY SEPTIC TANK CHAMBER TO BULKHEAD BY 2' (8' PROVIDED). 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. m Merc 310 CMR (1). 4. ALL PIPES TO BE 4" SCH 40 AND PITCHED AT 1/4" PER FOOT. UNLESS NOTED ) i `~yo. SEPARATION 2. VARY SEPAARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. a 310 CMR 15.212. 6. COMPONENTS TO BE AASHTO H=10, UNLESS NOTED. c ° 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. J au it �� NOT TO NOTE: EDGE OF PAVEMENT LOCATION SHOWN 9• DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE 816 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. 26 50 IS APPROXIMATE, AS THERE WAS 2' OF ONE COVER OF TANK TO BE WITHIN 6" OF GRADE./ " " LOCATION MAP SNOW AND ICE AT TIME OF FIELD SURVEY. 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2 WITH 2 MIN. 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 / X 27,7 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 1 8 25,64 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) ELEV.(feet) 28.64 g� 27.2 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 H P,00 � 00 \ TEST HOLE DATE: October 23, 2002 8 PERFORMED BY: Ron Cadillac, Soil Evaluator x / / 2 WITNESSED BY: Amy Von Hone, RS, CHO \ J, PERC RATE: <2'-00"/inch (C layer) x 27,9 Uj 24.81 ` SOIL SURVEY(1993): Carver coarse sand \ RAISE GRADE AT PROPOSED GEOLOGIC MAP(1986): Harwich outwash plain deposits 33" SEPTIC 1 TANK, AS SHOWN 28,5 �5 5 Invert 25.00± Invert 23.70 54"° �v v �Exist. Cast Iron Use Gas Baffle 5 HIGH CAPACITY End EInvert \ \ \ Proposed It 23.17 INFILTRATORS � 28,8 1 �. \ Proposed �5S=1 1 /4"/ft 9" min. cover 23.6 _5.2 � 23,86 S=1 /8"/ft TOP PEA STONE � O 24,5 1500 Gal. . , \ h = I Proposed . (O' Invert 23.9 24,8 5 129" 2 t� �� I 1 Proposed _ _ _ _ -� 28 ' '� x 25e BENCH MARK --TOP AND CENTER 1 10 1/4" 132" 27.3 24.5 T 16.55 TH 16 3 1 , 24.4 CONC. BOUND= 25.32 ASSIGNED 1 I ■ 27.3 .. `,\111 $ x 1 72 "` I Invert 23.34 Invert 23.15 , 22.3 23 = 26 49 2 ._ _ 26 8 i 1 6" Stone or compact Proposed Proposed 4 0 Bottom �7 BENCH MARK--N.E. CORNER OF 'J-- I ( I I N I_ pp,VED DRIVE 26,0 4 10 35 - 1 EI. 18.3 CONC. SLAB= 26.55 ASSIGNED r r— I I - 7 2 .`..... I � rn 1.75' provided of 2.75' Adjustment - 1 I I < Using MASH29-Oct 2002 2 ! L ... ... .... 26,6 X24.3 DESIGN DATA `° Zone A .............. :. 27.29 0`�''v...... fn Observed er=16.55 o 1 Wat :--1 B, �G �, b BEDROOMS: 3 - o - -- v7 _6 �- - - -® 2..,16- - x 2�.6 _ - GARBAGE _GRINDER 1_ -_ REQUIRED CAPACITY; 330 GPD ~ O Z 26 x U 4 5 24,3 LEACH AREA -Z LOT 22 `l� �+ 5.92 x N/F SEPTIC TANK: 1500 GAL. BOTTOM LEACHING AREA: 407 SF USE 5 HIGH CAPACITY INFILTRATORS WITH 1 o TEDESSCHI [(37' X 11')] WITH APPROX. 4' STONE ON SIDES AND 9,8 0 0 S. F. C SIDE LEACHING AREA: 81.6 SF APPROX.� 3' STONE ON THE ENDS FOR A 2(11'+ 3T) X 0.85' DEEP)] 37 X 11 X 10 1/4 DEEP LEACH AREA. 26,85 x 27,2 m [ 1::::::: 6.2 DESIGN CAPACITY: 361 GPD 24,4 [(407 SF + 81.6 SF) X .74 GPD/SF] 7.3 ._ .... :::_l 24.6 26.7 x 4.9 1 y 27, 7,0 92.02 1 7.3 x 26.3 37 26,2 BENCH MARK --TOP OF MAG. .... NAIL= 27.16 ASSIGNED N /F ' CAHOON THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. z_-1 &o 16 EAL AGENT APPROVAL DATE .HAY ,V f 200 SITE PLAN HEALTH DEPT. FOR HERBERT E. KELLEY LOT 221 4 MARS LANE, SO. YARMOUTH, MA FEBRUARY 26, 2003 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2003 BY R.J. CADILLAC PAGE 1 OF 1 LEGEND - TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 X 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) ,-6--- EXISTING CONTOUR g--- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) X — FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. z_-1 &o 16 EAL AGENT APPROVAL DATE .HAY ,V f 200 SITE PLAN HEALTH DEPT. FOR HERBERT E. KELLEY LOT 221 4 MARS LANE, SO. YARMOUTH, MA FEBRUARY 26, 2003 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2003 BY R.J. CADILLAC PAGE 1 OF 1