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HomeMy WebLinkAbout132.123 - Title 5 Site Plan (Copy 3)I TOP FNDN. AT EL. 26.0' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM k• .l }: ! RUN PIPE LEVEL 93.0 FOR FIRST 2' PROPOSED 1500 22.50' GALLON SEPTIC 22 25' TANK (H- 1� ) GAS 1 28' BAFFLE 21.45' �� o MIN (-7 SLOPE) \_6" CRUSHED STONE OR MECHANICAL b COMPACTION. (15.221 [2]) DEPTH OF FLOW 4 (2_5 7 SLOPE) (--L% % SLOPE) TEE SIZES: INLET DEPTH = 10" OUTLET DEPTH - 14" FOUNDATION- 21' SEPTIC TANK 31' 24.40 i , o/ q � v 24.91 0 ti LOT 2 15,875 S U / 25.14 DRAINAGE PARCEL MANHOLE ' 11_2 COVER ` ! t__� i . SIDE = 20' REAR = 20' PLAN REF. - 435/39 NO WATER i i DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) i i2 .57 24.78 r. 00-095 BENCHMARK CONCRETE BOUND ELEV = 25.0' 2' DOUBLE WASHED PEASTONE \ K OOC�I� 21.17' aOL7© 0 E7C7OO � 4 0O C7= a 0C7EDED 2' 01=1=0 O O a O o 3/4" TO 1 1/2" DOUBLE WASHED STDNE 13 LEACHING D' BOX FACI'-ITY 25.0' 3' MAX. 22.0' 19.17' 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. fU +23.21 LOT 3 SEDGE OF POOL 7.97' 11.2' TEST HOLE LOGS ENGINEER: MICHAEL FARIA, SE WITNESS: KELDA GORMAN, SE DATE: 5/10/00 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 0" Q ELEV. 23_2' 0" FDI 48"1 119.2' 48" 4 24.0' DISTURBED Ap C C MS MS 2.5Y 7/4 2.5Y 7/4 j A RTE 6A IF K N� LOCATION MAP NTS ASSESSORS MAPS 132-•:• PARCEL ZONING DISTRICT:,,R "40'(CURRENT) ' 11_2 YARD SETBACKS: t__� FRONT = 30' Y•ng,`:O°Jii1G0<>°STi SIDE = 20' REAR = 20' PLAN REF. - 435/39 NO WATER FLOOD ZONE: C LEGEND 100.0� PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR BOARD OF HEALTH MA APPROVED DATE off 508-362-4541 fa. 506 362-9860 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS - 939 main st. yarmouth, ma 02675 TITLE 5 SITE PLAN OF 42 CENTER STREET IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: YARN PHILBROOK 20 0 20 40 60 SCALE: 1' 20 DATE: OCTOBER 5, 2002 OF HH 0 O ARNE H. A .k 1� o OJALA ARNEH_ H. n 1„ Z P. L. S. DATE 144" I ' 11_2 144" t__� 12.0' NOTES: NO WATER ENCOUNTERED SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS APPROXIMATED FROM QUAD DESIGN FLOW: 4- BEDROOMS (110 GPD) = 440 GPD 2. MUNICIPAL WATER IS AVAII ARI F USE A 440 GQF) OF -,1(7N FLOVI_ 3.',AINIMIJM PIPF PITCH T0_BF_1JR"_PFR FOOT SEPTIC TANK: 440 GPD (Z) = aso 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 5. PIPE JOINTS TO BE MADE WATERTIGHT. +21.40 USE A _1_5_00 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. 2(33.5 + 12.83) 2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT .31 SIDES: TO BE USED FOR ANY OTHER PURPOSE. BOTTOM: 33.5 x 12.83 (.74) = 318 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC, TOTAL: 615 S. F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED DR CONCEALED WITHOUT USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 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 BOARD OF HEALTH MA APPROVED DATE off 508-362-4541 fa. 506 362-9860 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS - 939 main st. yarmouth, ma 02675 TITLE 5 SITE PLAN OF 42 CENTER STREET IN THE TOWN OF: YARMOUTH (PORT) PREPARED FOR: YARN PHILBROOK 20 0 20 40 60 SCALE: 1' 20 DATE: OCTOBER 5, 2002 OF HH 0 O ARNE H. A .k 1� o OJALA ARNEH_ H. n 1„ Z P. L. S. DATE