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HomeMy WebLinkAbout106.26.1 - Title 5 Site PlanTOP FNDN, AT EL. 48.2' SYSTEM PROFIE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) f— ACCESS COVER (WATERTIGH) TO 48.0' MINIMUM .75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE RUN PIPE LEVEL 45.5' /—FOR FIRST Y PROPOSED 1500 GALLON SEPTIC 45.05 45.30 TANK (H- 10 ) GAS lia- BAFFLE 44.75' 44.58 43. (—L-7 SLOPE) �_6" CRUSHED STONE OR MECHANICAL S COMPACTION. (15.221 [2]) DEPTH Of FLOW = 4 ( —5% SLOPE) TEE SIZES: INLET DEPTH = 10" OUTLET DEPTH = 14" FOUNDATION— 10' SEPTIC TANK 6' j LOT 112 I 16,180± S.F. 149.46' J / I PROP. STM DECK 132" 28' m N PROP. DWELL J^ I TF = 48.2' Il N TES: mm m m SEPTIC DESIGN'_ "•"eon±GE DISP05-R '�._.. )" )T._�1..'.01NF.I1 1 j LOT 112 I 16,180± S.F. 149.46' J / I PROP. STM DECK 132" 28' m N PROP. DWELL J^ I TF = 48.2' Il 10.91 � A35 I a r 1 I TEST HOLE LOGS ENGINEER: RICK JUDD, RS 2% SLOPE REQUIRED OVER SYSTEM 46.5' - 47.0' WITNESS; L. McCARTIN /2" DOUBLE WASHED PEASTOP'E DATE: _ 9/10/02 3' MAX. PERC. RATE _ < 2 MIN/INCH 44.0' 4 CLASS I SOILS P# 3/4" TO 1 1/2" DOUBLE WASPED STONE 12' LEACHING FACILITY 41.17' 5.67' 35.5' PERC LOCUS s%i MU- RO o E� ELEV. 4 3PSµ1NE 2 0„ 4fi 5- 0„ 46, WP�t �$ — 0 0 A/E 41, LOCATION MAP NTS LS A/E 6„ 10YR 6/2 LS ASSESSORS MAP 106 PARCEL P/0 26 9„ 10YR 6/2 Bw YARD �ETBACKS: LMS Bw FRONT = 25' CLUSTER 36" 10YR 4/6 43.5 LMS SIDE = 12' SUBDIVISIO Cl 42" 10YR 4/6 RE = 20' VCs PLAN REF. — 469/97 Cl 46" VC 10YR 7/4 CS FLOOD ZONE: C C2 74" 10YR 7/4 M—F C2 2.5Y 7/6 F—M 120" 36_5' 132" 2.5Y 6/6 m m m m NO WATER ENCOUNTERED N TES: mm m m SEPTIC DESIGN'_ "•"eon±GE DISP05-R '�._.. )" )T._�1..'.01NF.I1 mm 3/4" TO 1 1/2" DOUBLE WASPED STONE 12' LEACHING FACILITY 41.17' 5.67' 35.5' PERC LOCUS s%i MU- RO o E� ELEV. 4 3PSµ1NE 2 0„ 4fi 5- 0„ 46, WP�t �$ — 0 0 A/E 41, LOCATION MAP NTS LS A/E 6„ 10YR 6/2 LS ASSESSORS MAP 106 PARCEL P/0 26 9„ 10YR 6/2 Bw YARD �ETBACKS: LMS Bw FRONT = 25' CLUSTER 36" 10YR 4/6 43.5 LMS SIDE = 12' SUBDIVISIO Cl 42" 10YR 4/6 RE = 20' VCs PLAN REF. — 469/97 Cl 46" VC 10YR 7/4 CS FLOOD ZONE: C C2 74" 10YR 7/4 M—F C2 2.5Y 7/6 F—M 120" 36_5' 132" 2.5Y 6/6 35.5' NO WATER ENCOUNTERED N TES: 1. DATUM IS ASSUMED SEPTIC DESIGN'_ "•"eon±GE DISP05-R '�._.. )" )T._�1..'.01NF.I1 .. _..__._)li DESIGN FLOW BEDROOMS ( 110 GPD) = 330 GPD Y. MUNICINAL WHI'EK It, ` VA!L Di A�L`C _3 330 3. MINIMUM PIPE (PITCH TO BE 1/8 PER FOOT. USE A GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASH H— 10 SEPTIC TANK: 330 GPD ( 2 ) = 660 5. PIPE JOINTS TO BE MADE"WATE`RTIGHT. USE A 1ELQD- GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MSS. ENVIRONMENTAL CODE TITLE V. LEACHING: 2(25 + 12.83) 2 (.74) 7. THIS PLAN IS ROR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT SIDES: 112_ TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 25 x 12.83 (.74) = 237 8. PIPE FOR SEP 1C SYSTEM TO SCH. 40-4" PVC. 9..COMP❑NENTS'NOT TO BE BACKFILLED OR CONCEALED WITHOUT TOTAL: 472 S.F. 349 GPD INSPECTION BY BDARD OF HEALTH AND PERMISSION OBTAINED USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH. EQUAL) WITH 4' STONE ALL AROUND 10. WATER TEST D'BOX FOR LEVELNESS LEGEND 100,0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR — 100 EXISTING CONTOUR 10' SLOPE BOARD OF HEALTH L=1 0,'0p ESMT. APPROVED DATE MA - off 508-362-4541 fax 508 362-9880 R l -J c \ BENCHMARK: CATCH RUS;y \ - AT EL. 41.3' NI L \ down cape engineering, Inc. Ro4t) CIVIL ENGINEERS LAND SURVEYORS 6 02-206-12 939 main st. yarmouth, ma 02675 0 0 TITLE 5 SITE PLAN © �� -- `I OF # 28 BRUSI� HILL ROAD'_ IN THE TOWN OF:l YARMOUTH PORT PREPARED FOR: IIDUR FIRST HOME, INC 20 0 20; 40 SCALE: 1" = 20DATE: DECEMBER 10, 2002 ARNEH. OJAL CIV' No. 3ozoo ARNE H. OJALA No. 26348 ern rrn, n, r, ;;►��1 �;,�, u