Loading...
HomeMy WebLinkAbout83-1838 - Site Plan1 b �\ azo o,_ �....:.::..1 1 APPROXIMATE x12.1 LOCATION EXISTING SEWAGE DISPOSAL SYSTEM MAP 51 xttel �' 4 PARCEL 80 I 100 FEET FROM TOP iuWN t i / OF COASTAL BANK � 11.8 Il t THIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. OASTAL SIEVEANALYSIS DATA AND COMPUTATION SHEET Project N0. NGWE7�EMNG �, / 0{ 2 OMPANY,INC. 260CmbmyHwy.,Odems,MA02653 508.255-6511 Ft :508 -255 -f -W CLIENT: Gr-ecij, !TV LE .1 DATE: q_ a y_ n g PROJECT: C- 1 {s 7x13.0 0 DRY WEIGHT OF SAMPLE: )fnryt{ 1 SOURCEOFSAMPLE: PANWEIGHT: J7U.o SAMPLED BY: Sieve Opening U.S. Sieve Weight Retained CSrmu-move Weight Retained Percent Retained Cumulative - Percent Retained Percent Passive Project Manual Specifications inches Mdtimetets Mesh ) EDGE OF MARSH --10-- CONTOUR --- . DREDGE FOOTPRINT IL x{.75 J4 D O o o ran a.p )o 1;t.Y 1?.9 1.•J ?.4 -77.& p,ya5 ND JJ5 937.Y Lac! Y5.`J 5yG 0,073 goo ?7g•9 517.7 53,y 9Y,7 1.3 �Qy (a.n 523.7 1.1 A A Pa d Mesh Sieve TOTAL Sa3.7 I SIEVE ANALYSIS PERFORMED BY. AN REMARKS: NO SCALE 50 FEET FROM TOF OF COASTAL BANK MAP 51 PARCEL 81 MAP 51 PARCEL 73 BENCHMARK: \ TOP OF CONCRETE BOUND x11. ELEV. = 12.75 (MLW) \ LAWN 14' OAK / 11.6 x/ / 1 %IN QA LAWN 01.7 MOORING $1 ELOCATED / I R24' ///AND REFlTIED) // r or/I PR FEN OSED (y) I Be / , l (x11.6 /// N / / PILES / I MOORING P? i (�0� AND ^� D M \ r FLAGPOLE I i /MOORING TO aLLpR� O >° E RELOCATED / o APLE , BE RELOCATED) COASTAL J3ANY.'/! /� / �� g /: �0"° 35.76' / ! 10. BOAT /_ GR�IINEIZ�Q ,Y #2 MOORING /3 (TO BE REFITTED) (REFITTED)MOORING3 1 r 80;t! RAWP0 STEVE ANALYSIS DATA AND COMPUTATION SHEET SUNG Ptn;ect NO. INCsheet I 0r IN260 Ctanb=y Hwy Orkam, MA 02653 508-2554511 Fa[: 508-255-6700 CLEW,- LENUMBER: a DATE: PROJECT: C -I &713,©P DRYWEIGHTOFSAMPLE: 57b. 2 SOURCE OF SAMPLE: PAN PEIGBT: Ig' -1.3 SAMPLED BY: Sieve Opening US.Sieve Weight Repined pmvktlw Weight Retained Percent Retorted Camutame Percent Retained Peavt Passing Project Manual Specificaticras Tures Millimeters Mesh ) EDGE OF MARSH --10-- CONTOUR --- . DREDGE FOOTPRINT IL N•75 e'I n D O O JOn 10 S.3 5.3 6.4 0.4 99.1 n.v 5 4o aJ9.1 ??Y.4 37.-1 3e,g G{.2 r,.d75 ton 338.3 547.7 5g.3 47.3 2•'7 Pen 13.3 578.o 2.7 A A Passed Mesh Sieve TOTAL 57F.o I SIEFT ANALYSIS PERFORMED BY: REMARKS: SIEVE ANALYSIS TEST DATA - SAMPLE 2 NO SCALE PLAN 1 inch - 20 ft. CHANNEL MARKER PLAN NOTES: 1) REVISED MOORING CIRCLES SHOWN ARE WORST-CASE SCENARIOS. IN MOST CASES, THE SWING RADIUS SHOWN WILL BE MUCH SMALLER. 2) ALL MOORINGS SHALL BE REFITTED WITH HAZELETT (OR EQUAL) ELASTIC MOORING SYSTEMS AND RELOCATED AS SHOWN AT THE APPLICANT'S EXPENSE. 3) DREDGING IS PROPOSED TO A DEPTH OF -4 MLW. DREDGING VOLUME IS ESTIMATED TO BE 3201 CUBIC YARDS. PLAN REFERENCES: ASSESSORS MAP 51, PARCEL 80 PLAN BOOK 138, PAGE 75 PLAN BOOK 124, PAGE 155 PLAN BOOK 368, PAGE 4 PLAN BOOK 106, PAGE 23 PLAN BOOK 85, PAGE 145 FLOOD NOTE: ,u/I FLOOD ZONES B AND A11 (EL 11') AS YARMOUTH, MA SHOWN ON FEMA FIRM PANEL #250015 KEY MAP 0004,C REUSED JUNE 17, 1986. NO SCALE DA TUM NOTE: ELEVATIONS SHOWN HEREON ARE BASED ON MEAN LOV WATER VERTICAL DATUM (MLW). CONVERSION TO NGVD = -1.1 LEGEND ■ BOUND O IRON PIPE CIV GAS VALVE wv WATER VALVE ® ELECTRIC METER t LIGHTPOST O MOORING - - EDGE OF MARSH --10-- CONTOUR --- . DREDGE FOOTPRINT IL PROPERTY UNE 12' LIMIT OF WORK ENMONIvMALLY FRIENDLY MOORING SYSn M �YM PENDANT PICK10p nTTOY LINE WO UNGSYSII3M ELASTIC MOORING SYSTEM DETAIL NO SCALE MOORING DATA (REFIWITH HAZELET ELASTIC MOORING SYSTEM) MO�ING #1 (RELOCA AND REFITTED) MOORING #2 (RELOCATED AND REFITTED) MOORING #3 (REFITTED) MOORING TYPE I'SHROOM CONCRETE BLOCK NOT DETERMINED HAZELETT LENGTH 5' 5' 5' ROPE LENGTH 5' 5' (CLEATED) BOAT TYPE ETLECAT BEETLECAT MOTOR BOAT LENGTH 12'30' (AS INDICED BY ABUTTER) 12' (AS STATED BY ABUTTER) TOTAL SWING RADIUS 24' 24' 53' OASTAL NGINEERING OMPANY, INC. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 t9Y E. JROWSt CIVIL .41458. F o C W a� W C7 � O ^� 4:1 O Q C W h 4 tY� x � m SCALE AS NOTED DRA WING FILE C16793.dwg DATE 3-06-07 DRAWNBY MJ/MCB/KES CHECKED BY REO 00 0 N 0 C*3o1o1 Q W -L OF -L SHEETS o FROJEcrxo. C16793.00 U A A A a A � 5 � a W a a � f~ O F /Ar Q x 5 00 o00 w 0 t9Y E. JROWSt CIVIL .41458. F o C W a� W C7 � O ^� 4:1 O Q C W h 4 tY� x � m SCALE AS NOTED DRA WING FILE C16793.dwg DATE 3-06-07 DRAWNBY MJ/MCB/KES CHECKED BY REO 00 0 N 0 C*3o1o1 Q W -L OF -L SHEETS o FROJEcrxo. C16793.00 U