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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. 25.2 r5,22 \ 25.28\ x 25.8 \ / x 25. \ /'5 25,5 / 25.,25. 00' x \ 26, 02 2 9 \ ?7160 6 7,0 x 2 �. 25.54 / 25.47.3 x 26,6 7 x 25� .3 70. '7,1 25.7 5 v P-6. x 27,7 2 .1+1 J\ 5'H 04 N 27. I \2\.7 /25,84 �\�� 22\,, x 271 co; i 25.N / ///1 X7.2 27.5 7,7 LOT 7 /X7,5 , x 7.5 .27.8 15, 000± S. F. % 6.5 / ,ry �o C� '� x 27.6 `\J 27,7ry i (gyp 66. d' 27. .i�` .• i I 0O. \x 26.5 \C 2 , 5 C x 27.5 27.6 \� \ 27.3 G 0 i i t 26.8 q• 26. r x,55 p 28.0 i i 1 27.0 26. 8.09 ; fij� 28.0 26.6 y 26.35iVi i x L79 E _ E 28'5 •;•28.5 \� �..•:'\ % � 28,1 \� v �� x 27,0 (3 //26 / .i 8,1 x 27 BENCH MARK --TOP SW CORNER OF BOTTOM STEP=28.55 ASSIGNED i / 26.8 i 1z i x 28.4 ':..: 2 /� /� (3= i 05x 27.3 ^,\O 62 N /F x 27.1 27,20 �` '� 2 "9 MCNULTY x 27,5'-26.9 27.2 117;r 7�SO , ...•6:9 S7- .......26.9 x 27.0 :: � � INFO N /F PATTERSON N r O TH 1 TEST HOLE LOCATION, NUMBER 6 WATER LINE MARKINGS E a_ G GAS LINE MARKINGS x 9.5 x8,7 0 25,00 /6_` N 5. PROPOSED CONTOUR 0 Y o 0 M ® / x - z a J 0 TREE (IF SHOWN, NOT ALL SHOWN) a_ DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 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. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, BENCH MARK -TOP, BAC�CENTER 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 SEPTIC TANK=26.67' A 13. 25.2 r5,22 \ 25.28\ x 25.8 \ / x 25. \ /'5 25,5 / 25.,25. 00' x \ 26, 02 2 9 \ ?7160 6 7,0 x 2 �. 25.54 / 25.47.3 x 26,6 7 x 25� .3 70. '7,1 25.7 5 v P-6. x 27,7 2 .1+1 J\ 5'H 04 N 27. I \2\.7 /25,84 �\�� 22\,, x 271 co; i 25.N / ///1 X7.2 27.5 7,7 LOT 7 /X7,5 , x 7.5 .27.8 15, 000± S. F. % 6.5 / ,ry �o C� '� x 27.6 `\J 27,7ry i (gyp 66. d' 27. .i�` .• i I 0O. \x 26.5 \C 2 , 5 C x 27.5 27.6 \� \ 27.3 G 0 i i t 26.8 q• 26. r x,55 p 28.0 i i 1 27.0 26. 8.09 ; fij� 28.0 26.6 y 26.35iVi i x L79 E _ E 28'5 •;•28.5 \� �..•:'\ % � 28,1 \� v �� x 27,0 (3 //26 / .i 8,1 x 27 BENCH MARK --TOP SW CORNER OF BOTTOM STEP=28.55 ASSIGNED i / 26.8 i 1z i x 28.4 ':..: 2 /� /� (3= i 05x 27.3 ^,\O 62 N /F x 27.1 27,20 �` '� 2 "9 MCNULTY x 27,5'-26.9 27.2 117;r 7�SO , ...•6:9 S7- .......26.9 x 27.0 :: � � INFO N /F PATTERSON 89 ss. 26.19 F njTetree o'Coachmans o- 9� Q cf} C� NOT TO o* SCALE o� RAE 28 LOCATION MAP TEST HOLE 1 DEPTH (inches) 0 .fill TEST HOLE DATE: June 14, 2016 1 TOP, BACK &CENTER OF PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK=26.67 WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 28110 - SOIL SURVEY(1993): Carver coarse sand 31 GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 25.30 19 ADS ARC 36HC Existing CHAMBERS " Use Gas Baffle Invert 24.85 Proposed _. Top Units=25.2 13 cover @ Filter Cloth L---- -- Existing , S=1/8"/ft 3„ .Max. 1 1000 Gal. i s=1/87/ft ���t_ Inspection Port Septic Tank I in. t L---------- 10.75" Invert 24.80 ■ T 23.9 Invert 25.02 ProposedBottom 6" Stone or compact Proposed 8.9' 4,1 If P 24 -� _--1--4 Bottom TH1=15.0 rn 4 DESIGN DATA BEDROOMS:' LEGEND O TH 1 TEST HOLE LOCATION, NUMBER W WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) G GAS LINE MARKINGS x 9.5 x8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) /6_` EXISTING CONTOUR 5. PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) 89 ss. 26.19 F njTetree o'Coachmans o- 9� Q cf} C� NOT TO o* SCALE o� RAE 28 LOCATION MAP TEST HOLE 1 DEPTH (inches) 0 .fill TEST HOLE DATE: June 14, 2016 1 TOP, BACK &CENTER OF PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK=26.67 WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 28110 - SOIL SURVEY(1993): Carver coarse sand 31 GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 25.30 19 ADS ARC 36HC Existing CHAMBERS " Use Gas Baffle Invert 24.85 Proposed _. Top Units=25.2 13 cover @ Filter Cloth L---- -- Existing , S=1/8"/ft 3„ .Max. 1 1000 Gal. i s=1/87/ft ���t_ Inspection Port Septic Tank I in. t L---------- 10.75" Invert 24.80 ■ T 23.9 Invert 25.02 ProposedBottom 6" Stone or compact Proposed 8.9' 4,1 If P 24 -� _--1--4 Bottom TH1=15.0 rn 4 DESIGN DATA BEDROOMS:' JOB NO. Y16-16 GARBAGE GRINDER: NOTES REQUIRED CAPACITY. Murray.dwg 1. LOCUS IS A.M. 39, PARCEL 330. FB32/14 SB14/12 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE X(OUTSIDE 0.2% RISK) ON FIRM DATED JULY 16, 2014. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 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. 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). 13. PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. NO GRADE' CHANGES 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. ARE PROPOSED 89 ss. 26.19 F njTetree o'Coachmans o- 9� Q cf} C� NOT TO o* SCALE o� RAE 28 LOCATION MAP TEST HOLE 1 DEPTH (inches) 0 .fill TEST HOLE DATE: June 14, 2016 1 TOP, BACK &CENTER OF PERFORMED BY: Ron Cadillac, Soil Evaluator SEPTIC TANK=26.67 WITNESSED BY: Amy Von Hone, RS, CHO PERC RATE: <2'-00"/inch (B layer) 28110 - SOIL SURVEY(1993): Carver coarse sand 31 GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 25.30 19 ADS ARC 36HC Existing CHAMBERS " Use Gas Baffle Invert 24.85 Proposed _. Top Units=25.2 13 cover @ Filter Cloth L---- -- Existing , S=1/8"/ft 3„ .Max. 1 1000 Gal. i s=1/87/ft ���t_ Inspection Port Septic Tank I in. t L---------- 10.75" Invert 24.80 ■ T 23.9 Invert 25.02 ProposedBottom 6" Stone or compact Proposed 8.9' 4,1 If P 24 -� _--1--4 Bottom TH1=15.0 rn 4 DESIGN DATA BEDROOMS:' 3 MIN GARBAGE GRINDER: No REQUIRED CAPACITY. 330 GPD EXISTING SEPTIC TANK: 1000 GAL. EFFECTIVE LEACHING AREA: 456 SF 4.80 SF/LF X 5'/UNIT=24 S.F/UNIT 19 UNITS X 24 SF/UNIT=456 SF(EFFECTIVE) DESIGN CAPACITY: 337 GPD [(456 SF) X .74 GPD/SF] ENTRY LI VRM GAR KIT DNRM PORCH FLOOR PLAN NOT TO SCALE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN OR L R D STA AND SIGNATURE. A OF Mi ASN OF Mqs �t ss `� � 9c sm RONALD ;� RONALD �� JAMES � U JAMES � o CADILLAC `n CADILLAC # 35779 # 1060 � P 2T a 0 �FGISTE�� !9 A, ss -40 2 SURv '1 E BDRM T I D I BDRM HEALTH AGENT APPROVAL DATE -LEACH AREA 142" ELEV.(feet) 26.8 :125.8 B layer 10yr 6/6 loamy sand C layer2.5y 6/2 medium sand no water USE 19 ADS ARC 36HC CHAMBERS IN BED FORM- ATION , AS SHOWN. FOR A 30' LONG BY 8'-7 1/2" WIDE BY 10 3/4" DEEP BED, WITH THE ADDITION OF ONE UNIT, 5' BY 34.5" BY 10.75" AT END. Yarmouth Health Department ]PR VED .dame Date SITE PLAN FOR PAULA J. LOT 79 2 RIG LANE, AUGUST 8, .2016 MURRAY W. YARMOUTH, MA SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2016 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 23.8