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Home My WebLink About173 Route 6A - Site Plan 5MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: TB #1 (SEE B. YOUNG PLAN (APRIL 2002) 1. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED). DEPTH (inches) ELEV.(feet) LEGEND 310 CMR 15.212. 0 32.0 S loam TH 1 TEST HOLE LOCATION, NUMBER 24" _loamy 29e3 sand -W- WATER LINE MARKINGS iron 9.5 x 8,7 EXIST. & PROP. ELEV. ('X' MARKS POINT) �� soty cloy EXISTING CONTOUR da" _loom____ _g- - PROPOSED CONTOUR ® EXISTING DRAINAGE CATCH BASIN - x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) N gn. BENCHMARK --TOP SPIKE SET=31.26 ASSIGNED (4'3" OFF CORNER SHED) WATER SERVICE RUNS FROM HERE TO STREET BENCHMARK --TOP SPIKE SET=30.00 ASSIGNED 1 (BEAN POLE WITNESS) 3' DEEP IMPERVIOUS 3.91 BARRIER --65 L.F. OF 32.4 / 40 MIL POLYETHYLENE CHANGES (MILLER BREAKOUT**) PERC RATE: TOP BARRIER=TOP Stone PEASTONE=32.2,GRADE 29'7 ABOVE BARRIER=328 MIN O /� ** BARRIER IS STIFF 30, & OBTAINABLE FROM SOIL SURVEY(1993): MILLER ENVIRONMENTAL 36" 508-697-3710. ' N 29.1 30.4 30.3 T TH 32.7 33.47 72,E (RTE 6q) 24.0 med. sand SjSzW 45 to 72• raP STREET 120'--------- 7- -�--�- h e( N >q. water 61• 3.30^W 144.. 3 --121.0 61.$- to fxlsi �39a / 'n M U RR SPI PaV 34 14 /M ~ kp Fnd.� .39 4 T\\34 32.4 11 ' Stone IREA=20,8 (Shaded Area NI 30.9 1 129.2 1 `777 ::.� 39.0 DpNA�D N/F , y' & NpE�S C.B.d GRA Y > JOB NO. Y02-36 NOTES COLUNS4.DWG 1. LOCUS IS A.M. 122, PARCEL 120. 2. ELEVATIONS SHOWN ARE ASSIGNED. 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 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. USE METAL COVERS WITH GRATE AND FRAME OVER PUMP AND SEPTIC TANK OUTLET. 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 CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE DATE: August 28, 2002 PERFORMED BY: Ron Cadillac, Soil Evaluator WITNESSED BY A V H RS CHO NOT TO SCALE I LOCATION MAP I TEST HOLE 1 DEPTH (inches) ELEV.(feet) 0 A layer 10yr 4/4 34.8 14" sandy loam B layer 10yr 5/6 sandy loam Cl layer 10yr 5/6 sandy loam C2 layer 10yr 7/2 med. fine sand (10% gravel) no water 4. - 3.91 WIRING INSPECTOR. 32.4 / MAKE GRADE CHANGES S PERC RATE: my on one, <2'-00"/inch (C2 layer) Stone as 341 ? O /� SHOWN OVER LEACHING Water ® 21.0 (April, 2002) SOIL SURVEY(1993): Carver loamy coarse sand 36" 5. USE MEYER MW50, 1/2 HP PUMP, OR 4e Q C� EQUIVALENT, CAPABLE OF PUMPING' I±S.F. SEPTIC TANK: 1500 GAL. 44 GPM @ 23' TDH. GEOLOGIC MAP(1986): Cape Cod Bay lake deposits [(35' X 10.83')] 31 5 Use Thrust Blocks at bends - - Invert 30.70± H-20 1000 GAL. PUMP CHAMBER 1 DOWN 4' TO 8' TO MED. FINE SAND. [(379 SF + 77.9 SF) x .74 GPD/SF] e(Jf�DI G _ o' a L j CD' 9" cover Te Exist. Cast Iron Invert 30.15 5 HIGH CAPACITY 2" Cine NO Invert 30.07 ALARM 32" CHECK VALVE a FT. WEIGHT WATER --HIGH GROUNDWATER DOWN ON 28" (26.9 2 X X 11' X 0.0312 TON/CU. FT. Use Gas Baffle OFF 24" P 56" �� Sh 3 odad `7g14 / 4r m ALARM &PUMP NOTES 25.32 6" STONE UNDER N , H-20 TANK AND 12" COVER ARE HEAVIER BY 6.8 TON. Invert 31.75 INFILTRATORS Proposed u SF ° o 1. ALAR M TO BE WIRED BY ELECTRICIAN ON " S=1 /2"/ft 9" cover see detail 32.2 Provide 80 "o - SEPARATE CIRCUIT FROM PUMP. vent TOP PEA STONE z 0 Zroposed f / 2. ELECTRICAL WORK TO BE INSPECTED BY i Invert 30.40 1500 P 140 1-7 Gal. 1 32.8 / 2 t/J WIRING INSPECTOR. 32.4 / 31.7530.9 3. ALARM TO BE LOCATED IN HOUSE. PASSING S TL 7' -4'1 4. PUMP TO BE CAPABLE OF Stone 5 1-1/4" SOLIDS AND INSTALLED IN STRICT -Metol grate .` : O /� CONFORMANCE WITH MANUFACTURER'S t frame -` Water ® 21.0 (April, 2002) SPECIFICATIONS. i grade( zi Q 5. USE MEYER MW50, 1/2 HP PUMP, OR 1.7 Z\� EQUIVALENT, CAPABLE OF PUMPING' I±S.F. SEPTIC TANK: 1500 GAL. 44 GPM @ 23' TDH. ndl d) 35' LONG BY 10'-10" WIDE BY 10 1/4" [(35' X 10.83')] 31 5 Use Thrust Blocks at bends - - all H-20 1000 GAL. PUMP CHAMBER 1 DOWN 4' TO 8' TO MED. FINE SAND. [(379 SF + 77.9 SF) x .74 GPD/SF] DRILL 3/8" WEEP/VENT HOLE PUMP CHAMBER STORAGE CAPACITY: 370 GAL. BUOYANCY CALCULATIONS 1500 GAL. H-10 9" cover Te TANK= 10.615 TON (PER BUOYANCY CALCULATIONS -PUMP CHAMBER 11' X 0) 9" COVER=.75' X 6.17' X 11' X 0.055 TON/CU. FT. 2" Cine 9„ COVER -2.80 TON Invert 30.07 ALARM 32" CHECK VALVE a FT. WEIGHT WATER --HIGH GROUNDWATER DOWN ON 28" (26.9 2 X X 11' X 0.0312 TON/CU. FT. 9" COVER=1.95 TON OFF 24" P TOTAL= 7.25 TON + 1.95 TON = 9.20 TON TANK AND 9" COVEERR ARE HEAVIER BY 10.7 TON, ' WEIGHT OF WATER --HIGH GROUNDWATER DOWN m 0 r e Bottom 25.32 6" STONE UNDER N , TANK AND 12" COVER ARE HEAVIER BY 6.8 TON. �.` S 2 J L j0) e SEE "PROPOSED DRAINAGE PLAN 173 RT 6A, YARMOUTHPORT, MA" DATED 5/22/02 BY BERNARD J. YOUNG, PE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE I Proposed � Sanitary 10 1/4" (Bottom 25.65 Tee T 160" Proposed Invert 31.92 Invert 31.7530.9 6" Stone or compact Proposed Proposed 4.0' Bottom TL 7' -4'1 N -O I EI 26.9 1 12001 I- CD Bottom TH1=18.3 'DESIGN DATA m 5.9' AIW 247 --April 02 Zone B RETAIL SPACE: 4600± S.F. Water ® 21.0 (April, 2002) [Attic + Basement + 1st Floor + 2nd Floor] LEACH AREA [600 s.f. + 1200 s.f + 1800 s.f + 1000 s.f] GARBAGE GRINDER: No USE 5 HIGH CAPACITY INFILTRATORS REQUIRED CAPACITY: 250 GPD WITH 4' OF STONE ON SIDES AND 2'± SEPTIC TANK: 1500 GAL. OF STONE ON THE ENDS, FOR A BOTTOM LEACHING AREA: 379 SF 35' LONG BY 10'-10" WIDE BY 10 1/4" [(35' X 10.83')] DEEP LEACH AREA. SIDE LEACHING AREA: 77.9 SF 55' REMOVAL [2(10.83'+ 35') X 0.85' DEEP)] DO 5' ALL AROUND AND UNDER REMOVAL DESIGN CAPACITY: 338 GPD DOWN 4' TO 8' TO MED. FINE SAND. [(379 SF + 77.9 SF) x .74 GPD/SF] PUMP CHAMBER STORAGE CAPACITY: 370 GAL. BUOYANCY CALCULATIONS 1500 GAL. H-10 DOSES PER DAY: (USING 250 GPD) 4 WEIGHT OF EMPTY SEPTIC TANK AND 9" OF COVER TANK= 10.615 TON (PER BUOYANCY CALCULATIONS -PUMP CHAMBER 11' X 0) 9" COVER=.75' X 6.17' X 11' X 0.055 TON/CU. FT. WEIGHT OF EMPTY CHAMBER AND 9" OF COVER 9„ COVER -2.80 TON CHAMBER= 7.25 TON (PER SHOREY) TOTAL= 10.615 TON + 2.80 TON = 13.41 TON 9" COVER= 0.75' X 5.25' X 9' X 0.055 TON/CU. FT. WEIGHT WATER --HIGH GROUNDWATER DOWN (26.9 2 X X 11' X 0.0312 TON/CU. FT. 9" COVER=1.95 TON TATE) .65 WEIGHT WATER= TON TOTAL= 7.25 TON + 1.95 TON = 9.20 TON TANK AND 9" COVEERR ARE HEAVIER BY 10.7 TON, ' WEIGHT OF WATER --HIGH GROUNDWATER DOWN (26.9 -25.32) X 5.25' X 9' X 0.0312 TON/CU. FT. WEIGHT WATER= 2.33 TON TANK AND 12" COVER ARE HEAVIER BY 6.8 TON. �.` S 2 J L j0) 30.1 21.5 SITE PLAN FOR ROBERT F. & JUDITH M. COLLINS 173 HALLET ROAD (RTE 6A), YARMOUTH(PORT), MA SEPTEMBER 18, 2002 SCALE: 1"=301 RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2002 BY R.J. CADILLAC PAGE 1 OF 1