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HomeMy WebLinkAboutEngineered Plan - 2002Landscape Tie Wall -Use 3 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 CAUTION: THIS IS A SITE PLAN NOTES JOB NO. Y01-37 RTF 28 SURVEY, AND NOT A PROPERTY rows of ties with bottom TEST HOLE DATE: September 18, 2001 Pro 10.4 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: PERFORMED BY: Lauro2.dwg . row burried. Step face of ties in 1 inch, as shown. 9.37± 100 LF of 3' Impervious Barrier --Top ® 9.6' Amy Von Hone, RS, CHO p (center o field) 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5 (5 PROVIDED). 1. LOCUS IS A.M. 30 PARCEL 136. , 3 Br Fasten with 8 spikes. Top Foundation Prop. 10.3 Carver coarse sand VARY TANKS TO BUILDING BY 4' (6' PROVIDED). 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON RM 20. aaipora Harwich outwash plain deposits Top stone Invert 6.89 VARY PUMP CHAMBER TO LOT LINE BY 5' (5' PROVIDED). 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. a � KEEP WALL 8" OFF Prop. 10.2 Prop. 9.56 310 CMR 15.211 (1). 4. ALL PIPES TO .BE 4" SCH 40 AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) q IMPERVIOUS BARRIER 2. VARY SEPARATION TO HIGH GROUNDWATER BY 1 (4 PROVIDED). 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. c 11 310 CMR 15.212. 6. 7. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". r;° 8" min. cover 3. NO RESERVE AREA COULD BE PROVIDED. 310 CMR 15.248. �o mo a walk 14 " ::;;� - - - :;;.:;:::� stone - - C-4 4. VARY LEACHING TO WETLAND BY 1' (99' PROVIDED). LOCAL REG. 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Carver Rd. max. � .. 5. Y T PA Y 1.7' 13.3' PROVIDED . VAR LEACHING 0 CRAWL SPACE B ( ) 9. S NOT TO EXCEED 3 OR VENTING MUST BE PROVIDED. DEPTH OF COMPONENT N NOT TO exist. ex ;.:...,.:......::::;::;:......................................: .::::::.:;::. I............................................... LOCAL POLICY. SCALE gra a .i::,4.,_#`::: clean grandular_ 6. VARY REMOVAL BY UP TO 3 (2 REMOVAL PROVIDED). BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. 7 sand::_ """""""' . 310CMR 15.255 (5). 10. ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION M. 7. USE 8" TOTAL COVER OVER LEACHING AREA. 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 310CMR 15.240 (9). CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. WALL JtC:11VN (typlCCtl) NOT TO SCALE N/F HORAN N/F BAKKILH--IUU L.F. UI 40 MIL POLYETHYLENE :.g 7 DRACONAKIS (MILLER BREAKOUT**) TOP BARRIER=TOP N/F 7.1 -.7 7 8'9' .. STONE=9.56, GRADE ABOVE BARRIER=10.2 MI A 7 8.0 ** BARRIER IS STIFF HORAN h� NABLE FROM coLOT 200 MILLER EINVIRONMEN A 6.0 /, 8.7 �' _ 14" HIGH TIE WALL 508-697-3710. 7.7 5�000f S. F. 8,6 999), 8\9 8.9 (SEE DETAIL) - / / \\ x 8.9 THRUST BLOCK x JLC 733h 8.26 Conc. Bound fnd & 3 ^ OG2 /�\ 8.8 8.4 held for lot corner ej 04 } 3 i / e 7,90 8.15 PLATT 9.0 BE 7.77 / SCC' IN X 9.1 n.1 \ x ALARM & PUMP NOTES 1. ALARM TO BE WIRED BY ELECTRICIAN ON SEPARATE CIRCUIT FROM PUMP. 2. ELECTRICAL WORK TO BE INSPECTED BY WIRING INSPECTOR. 3. ALARM TO BE LOCATED IN HOUSE. 4. PUMP TO BE CAPABLE OF PASSING 1-1/4" SOLIDS AND INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. USE MEYER MW50, 1/2 HP PUMP, OR EQUIVALENT. MOVE WALK '7 2 V 7,62 9`q� x� 8. 7.60 . Q H-10 1000 GAL. PUMP CHAMBER MAKE FACTORY WATER TIGHT DRILL 3/8" WEEP/VENT HOLE 2" Line Invert 6.46 ALARM 32" CHECK VALVE ON 28" OFF 24" P 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 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 DEPTH (inches) ELEV.(feet) LEACH AREA AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. S=1 /2" /ft 10" cover see detail FACTORY 3"c Invert 6.83 1500 Gal. P I Proposed WATER -TIGHT / 9.56 Top Stone & filter cloth S=1/8"/ft min. „ Use 8 cover I Sanitary _ _ _._ i 4" 88„ 66" observed water 6.1 3.3 1.5 Bottom 2.33 Tee T Proposed Invert 9.38 Invert 9.18 , 8.85 6" Stone or compact Proposed Proposed I 4 Bottom 14.5° -1.5' I 1 6, 1 118,1 1 N 1 2' I EI. 4.85 NGVD29 r l r 1 1 1-� - 5 , Locus is 400' from Mill Creek CD 1.55 Groundwater measured In hand auger 0 4.84 DESIGN DATA 10:30 AM 4/1/02 after 1 1/2" Rain Observed Water=3.3 NGVD29 BEDROOMS: 3 -_-GARBAGE-GRINDER:---� - - ---No -- --� - REQUIRED CAPACITY: 330 GPD USE 6 C-4 UNITS IN BED FORMATION, AS SHOWN 4RK--TOP MAG. NAIL SEPTIC TANK: 1500 GAL. ENT = 7.90 NGVD29 WITH 3 1/2' OF STONE ON SIDES AND 4' OF STONE BOTTOM LEACHING AREA: 456 SF ON ENDS FOR A 19' X 24' X 4" DEEP LEACHING BED. [(19' X 24')] RUN 3 PERFORATED SCH 40 (OR SCH 35) PIPES LEVEL ca SIDE LEACHING AREA: 0 SF DOWN CENTER OF C-4 UNITS, AS SHOWN. SET PIPE ON NONE TOP OF C-4 UNITS BETWEEN CENTER HUMPS. CAP ENDS. /DESIGN CAPACITY: 337 GPD REMOVAL f 6,7 [(456 SF) X .74 GPD/SF] DO 2' REMOVAL ON HOUSE AND WALK SIDE OF e PUMP CHAMBER STORAGE CAPACITY: 330 GAL. LEACHING AND 3' REMOVAL ON OTHER SIDES, AS SHOWN. DOSES PER DAY: > 4 7.3 } 6.9 i.3/ / 7,8 BUOYANCY CALCULATIONS -PUMP CHAMBER WEIGHT OF EMPTY CHAMBER AND 14" OF COVER CHAMBER 4.12 TON (PER SHOREY) 14" COVER= 1.17' X 4.83' X 8.5' X 0.055 TON/CU. FT. 14" COVER=2.6 TON TOTAL= 4.12 TON + 2.6 TON = 6.7 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.6 -1.96) X 4.83' X 8.5' X 0.0312 TON/CU. FT. WEIGHT WATER= 4.7 TON TANK AND 14" COVER ARE HEAVIER BY 2.0 TON. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND Bottom 1.96 6" STONE UNDER �ZH �F MqS SH OF M TH 1 TEST HOLE LOCATION, NUMBER �� RONALD cti� ��RONALL a�yG D � W WATER LINE MARKINGS CJDIiE I A , E OVERHEAD ELECTRIC WIRES (IF SHOWN) A G GAS LINE MARKINGS \ G/STER� x rtA_.ao�Es sJo 9.5 xg.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) +o suRVE� e- , EXISTING CONTOUR B PROPOSED CONTOUR l UTILITY POLE (IF SHOWN) E0 EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEAL AGENT APPROVAL REV. 9/06/02 --LEACH AREA INCREASED BUOYANCY CALCULATIONS 1500 GAL. H-10 WEIGHT OF EMPTY SEPTIC TANK AND 10" OF COVER TANK= 5.74 TON (PER SHOREY) 10" COVER=.83' X 5.67' X 10.5' X 0.055 TON/CU. FT. 10" COVER=2.7 TON TOTAL= 5.74 TON + 2.7 TON = 8.4 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.6 -2.33) X 5.67' X 10.5' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.1 TON TANK AND 10" COVER ARE HEAVIER BY 2.3 TON. SITE PLAN FOR CLAIRE G. LAURO, LOT 2009 17 MAYFLOWER ROAD, W. TR. YARMOUTH, MA no r� APRIL Z. 2002 SCALE: I "=20' �Cff-UMC�D SEP 0 6 2002 HEALTH DEPT. RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 IF / �� WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©2002 BY R.J. CADILLAC PAGE 1 OF 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 CAUTION: THIS IS A SITE PLAN SURVEY, AND NOT A PROPERTY TEST HOLE DATE: September 18, 2001 LINE SURVEY BY THIS OFFICE. PERFORMED BY: Ron Cadillac, Soil Evaluator LOT DIMENSIONS SHOWN ARE 9.37± WITNESSED BY: Amy Von Hone, RS, CHO FROM PETIONERS PLAN FOR PERC RATE: <2'-00"/inch (C layer) CASE N0. 29931. Top Foundation SOIL SURVEY(1993): Carver coarse sand 32" GEOLOGIC MAP(1986): Harwich outwash plain deposits Invert 6.89 Iron Invert 6.58 CULTEC C-4 UNITS „ 54n. P�� Use Gas Baffle Invert 9.23 S=1 /2" /ft 10" cover see detail FACTORY 3"c Invert 6.83 1500 Gal. P I Proposed WATER -TIGHT / 9.56 Top Stone & filter cloth S=1/8"/ft min. „ Use 8 cover I Sanitary _ _ _._ i 4" 88„ 66" observed water 6.1 3.3 1.5 Bottom 2.33 Tee T Proposed Invert 9.38 Invert 9.18 , 8.85 6" Stone or compact Proposed Proposed I 4 Bottom 14.5° -1.5' I 1 6, 1 118,1 1 N 1 2' I EI. 4.85 NGVD29 r l r 1 1 1-� - 5 , Locus is 400' from Mill Creek CD 1.55 Groundwater measured In hand auger 0 4.84 DESIGN DATA 10:30 AM 4/1/02 after 1 1/2" Rain Observed Water=3.3 NGVD29 BEDROOMS: 3 -_-GARBAGE-GRINDER:---� - - ---No -- --� - REQUIRED CAPACITY: 330 GPD USE 6 C-4 UNITS IN BED FORMATION, AS SHOWN 4RK--TOP MAG. NAIL SEPTIC TANK: 1500 GAL. ENT = 7.90 NGVD29 WITH 3 1/2' OF STONE ON SIDES AND 4' OF STONE BOTTOM LEACHING AREA: 456 SF ON ENDS FOR A 19' X 24' X 4" DEEP LEACHING BED. [(19' X 24')] RUN 3 PERFORATED SCH 40 (OR SCH 35) PIPES LEVEL ca SIDE LEACHING AREA: 0 SF DOWN CENTER OF C-4 UNITS, AS SHOWN. SET PIPE ON NONE TOP OF C-4 UNITS BETWEEN CENTER HUMPS. CAP ENDS. /DESIGN CAPACITY: 337 GPD REMOVAL f 6,7 [(456 SF) X .74 GPD/SF] DO 2' REMOVAL ON HOUSE AND WALK SIDE OF e PUMP CHAMBER STORAGE CAPACITY: 330 GAL. LEACHING AND 3' REMOVAL ON OTHER SIDES, AS SHOWN. DOSES PER DAY: > 4 7.3 } 6.9 i.3/ / 7,8 BUOYANCY CALCULATIONS -PUMP CHAMBER WEIGHT OF EMPTY CHAMBER AND 14" OF COVER CHAMBER 4.12 TON (PER SHOREY) 14" COVER= 1.17' X 4.83' X 8.5' X 0.055 TON/CU. FT. 14" COVER=2.6 TON TOTAL= 4.12 TON + 2.6 TON = 6.7 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.6 -1.96) X 4.83' X 8.5' X 0.0312 TON/CU. FT. WEIGHT WATER= 4.7 TON TANK AND 14" COVER ARE HEAVIER BY 2.0 TON. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND Bottom 1.96 6" STONE UNDER �ZH �F MqS SH OF M TH 1 TEST HOLE LOCATION, NUMBER �� RONALD cti� ��RONALL a�yG D � W WATER LINE MARKINGS CJDIiE I A , E OVERHEAD ELECTRIC WIRES (IF SHOWN) A G GAS LINE MARKINGS \ G/STER� x rtA_.ao�Es sJo 9.5 xg.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) +o suRVE� e- , EXISTING CONTOUR B PROPOSED CONTOUR l UTILITY POLE (IF SHOWN) E0 EXISTING DRAINAGE CATCH BASIN X - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) HEAL AGENT APPROVAL REV. 9/06/02 --LEACH AREA INCREASED BUOYANCY CALCULATIONS 1500 GAL. H-10 WEIGHT OF EMPTY SEPTIC TANK AND 10" OF COVER TANK= 5.74 TON (PER SHOREY) 10" COVER=.83' X 5.67' X 10.5' X 0.055 TON/CU. FT. 10" COVER=2.7 TON TOTAL= 5.74 TON + 2.7 TON = 8.4 TON WEIGHT OF WATER --HIGH GROUNDWATER DOWN (5.6 -2.33) X 5.67' X 10.5' X 0.0312 TON/CU. FT. WEIGHT WATER= 6.1 TON TANK AND 10" COVER ARE HEAVIER BY 2.3 TON. SITE PLAN FOR CLAIRE G. LAURO, LOT 2009 17 MAYFLOWER ROAD, W. TR. YARMOUTH, MA no r� APRIL Z. 2002 SCALE: I "=20' �Cff-UMC�D SEP 0 6 2002 HEALTH DEPT. RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 IF / �� WEST YARMOUTH, MA 02673 DATE (508) 775-9700 ©2002 BY R.J. CADILLAC PAGE 1 OF 1