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HomeMy WebLinkAboutEngineered Plan - 2016ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. WATER LINE MARKINGS E OVERHEAD ELECTRIC WIRES (IF SHOWN) JOB NO. Y16-02 GAS LINE MARKINGS x 9.5 X8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR 8- PROPOSED CONTOUR NOTES NOTES UTILITY POLE (IF SHOWN) 03 0) 00 x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) 1. LOCUS IS A.M. 87, PARCEL 50 FB31 54 FB31 54 / / Old Town House Rd. a_ NOTE: THIS IS A SITE PLAN SURVEY AND NOT A PROPERTY LINE SURVEY 2. ELEVATIONS SHOWN ARE ASSIGNED. BY THIS OFFICE. LOT LINES SHOWN ARE APPROXIMATE AS CONFLICT WAS 3. 4. LOCUS IS IN FLOOD ZONE X ON FIRM DATED JULY 16, 2014. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) `r� '- FOUND IN RECORD BOUNDS IN THIS SUBDIVISION. 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. Y O - 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. m 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". vi o a 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW o CL N /FD -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. NOT TO 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE SKEHILL 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. LOCATION MAP 32.5 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. (®9,27 1 32.4 N/F 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). TEST HOLE 1 29.55 _ 1 0 a0' + 11'13. CHIN PUMP AND FILL ANY EXISTING CESSPOOL/LEACHPIT. REMOVE ANY CLOGGED SOIL, BLOCK, 14. AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEPTH (inches) ELEV.(feet) 31 9 11-29,44 30A �0 32 11 it ' 0 1 2�' ' o TEST HOLE DATE: January 7, 2016 3" T 26'-8"� 6 0 x NO GRADE CHANGES PERFORMED BY: Ron Cadillac, Soil Evaluator 1 ~� G32.5 , / �cn y � -""^ ARE PROPOSED WITNESSED BY: Amy Von Hone, RS, CHO 8" 'C3�'2 I x. ` �m PERC RATE: <2'-14"/inch (B2 layer) ` -.",:�-'"� 31,9 ..�.r;,: �� �m 323 SOIL SURVEY 1993: Carver coarse sand 18 �Ot�2 ° 4 n 1� x 3 ,4 ' 33.46f Invert 30.89 GEOLOGIC M P(1986): Harwich outwash plain deposits B , �95 _� x.93 ° 32.7 o EEn pipe ° i VE o Top Foundation„n. pp�lEO pR� :•33.7 eck b 50 Invert 29.95 32 34" 32,5 , ,9 }: ExiO 32,7 pipe Proposed Invert 29.50 11' X - 2,2 C.I. i e Use Gas Baffle 13'_5' Top Units=29.93 '-29.83 / .69 30 8 1'8� 9„min. cover Proposed © Filter Cloth 29, 2 32!< 2,41 32.6 Proposed S=1 /4"/ft 3" Max. � -I _• 1-�� 0 32.4 16 j Invert 30.20 1500 Gal. �r Inspection Port o _ 33,0W i Septic Tank Proposed- - - - - - - - - - ee 0 A layer 10yr 3/3 sandy loam E layer 10yr 5/3 loam sand B1 layer 10yr 6/8 sandy loam 30.4 B2 layer 10yr 5/8 loamy sand 29.1 C layer 10yr 6/4 med. coarse sand no water 20 9 ' W • 32 � O "- 2.2 ,5 I I 1 75 132 i T 30.732'8 -P 28.60 0 ,`-�� 32,2 i Invert 29.67 It 29.50 Bott m 6 Stone or compact Proposed Proposed i 7'7 x 3 8 32.2 : ..... j 4,�I- 14 I I 13' � I N I O' --I Bottom TH1=20.930,00 :•: 32 324 N F CD 32,5 T119 H 1 PACING DESIGN DATACD 30,00 x X9,90 30.5 _� 32.3 _- X BEDROOMS: 2* LEACH AREA _.--- 100.00'_ J" � - -- - ------ ---- --_ -- -_ ---� _ _ _ _ _ _ x 31,4 - r.9 -- - - GARBAGE -GRINDER: - - --- - - -No" REQUIRED CAPACITY: 220 GPD EXCAVATE A 34.5" X 40' X 10.75" DEEP TRENCH. USE 8 ADS x 31 31.0 PROPOSED SEPTIC TANK: 1500 GAL. ARC 36 HC CHAMBERS, AS SHOWN. FILTER CLOTH IS RE- ' 30,5 EFFECTIVE TRENCH LEACHING AREA: 311.6 SF COMMENDED OVER UNITS. 1 9.88 7.79 SF/LF X 5'/UNIT=38.95 BENCH MARK --TOP CORN. CON C. S.F/UNIT 31.5 8 UNITS X 38.95 SF/UNIT=311.6 SF(EFFECTIVE) x 29 J .... ••;.;; ...•• ••;. 11 V'' © BULKHEAD= 32.94 ASSIGNED DESIGN CAPACITY: 230 GPD* (AT WHITE PAINT SPOT) [(311.6 SF) X .74 GPD/SF] w *LOCUS IS IN A ZONE 2 --DESIGN REQUIRES A DEED RESTRICTION N/F Bdrm Lvrm Yarmouth Health Department PORTER Gar. ��, PP VE o� L V Bdrm Dnrm Kit Name Date /2a2 BENCH MARK --MAG. NAIL SET IN PAVEMENT = 30.00 ASSIGNED Sunrm (ON RANGE LINE HOUSE) EXISTING FLOOR PLAN NOT TO SCALE DONE FROM MEMORY --SOME DOORS �- SITE PLAN MAY BE IN WRONG PLACE FOR THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGIN -A DISTAMP ANDD-)S4eGNATURE. JUDITH E. DIGNAN, T i} TH 1 LEGEND 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) EXISTING CONTOUR 8- PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) 03 EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) ZH OF fv]gs � �( f "` ..�P-'(H dF 49gs ° RONALD �N �° RONALD Gs o JAMES o JAMES CADILLAC CADILLAC # 1060 # 35779 GISTER�O a OFFSS\0 NIAW �tiO SURVEy� HEALTH AGENT APPROVAL LOT 77, 44 PHYLLIS DRIVE, S. YARMOUTH, M JANUARY 15, 2016 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 DATE(508) 775-9700 PAGE 1 OF 1 ©2016 BY R.J. CADILLAC