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Designer's Plan Certification:Signature:Printed Name and Title:Date:Registration Number:"I hereby certify that this plan has been prepared in accordance with the latestNew Hanover County Ordinances and Storm Water Design Manual."Property Owner Certification:Signature:Printed Name and Title:Date:"I (We) hereby certify that I (we) am (are) the current owner of the property and that uponreceipt of "Authorization-To-Construct" any clearing, grading, construction or development,will be performed in accordance with this plan and that the applicable ordinances and rules ofNew Hanover County, the State of North Carolina and the Federal Government and itsagencies which are hereby made part of this plan. As the owner, I (we) accept full SEALresponsibility for the construction and operation and maintenance of the proposed facilities. I(We) will not attempt to transfer of this responsibility without written authorization of New Hanover County."
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BATTLESHIP CYCLES &
MARINE
SI
T
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P
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L
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N
A
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1.
TH
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A
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T
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A
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L
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I
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2.
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E
A
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:
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3.
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U
B
B
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N
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4.
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C
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5.
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:
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L
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A
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,
G
R
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B
B
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6.
FI
L
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A
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C
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P
A
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I
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H
O
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.
7.
TH
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A
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8.
TH
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T
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A
L
L
F
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N
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.
9.
IN
F
O
R
M
A
T
I
O
N
C
O
N
C
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R
N
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N
G
U
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(
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NTS PUBLIC ROADCOARSE AGGREGATE 2" - 3"6" MIN.REQUIRE
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1
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GEO FABRIC LINERCONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE
W
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NOTE:ENTRANCE. WHICHEVER IS GREATER.ENERGY DISSIPATORNTS SECTION A - AFILTER FABRIC SEE PLAN SEE PLANSEE PLAN1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.NOTES:
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CD
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24
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2
1
BATTLESHIP CYCLES &
MARINE
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TRENCH BOTTOM = 33.8 15" PIPE INV = 34.2 TOP OF PIPE ELEV. = 35.5 TOP OF STONE/FILTER FABRIC = 3
5
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DETAILS
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:
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1
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3000 PSI CONC.8" STONE PRE-CAST CONC.SECTION VIEW PLAN VIEW SEDIMENT BASIN INV: 32.0' UNTIL SITE IS STABILIZED.INLET TO BE FITTED WITH PROTECTION DEVICE "DANDY SACK" INLET RIM 37.0'PROPOSED BYPASS STRUCTURE #1NTS 6" DIA DRAIN.DRAIN TO BE FILLED WITHWASHED STONE ANDCOVERED WITHNON-WOVEN FILTER FABRIC.12" PVC TO DISTRIBUTION SYSTEM.INLET TO R-TANK SYSTEM TO BEPROTECTED BY APPROPRIATLYSIZED TRASH GAURD. CONTACTENGINEER FOR SPECIFICATIONS.2' WEIR8"8"6"3'4'6"6"12" PVC OUTFLOW TODISTRIBUTION SYSTEM6"EL. 35.8'STANDARD MANHOLERIM AND GRATERIM: 37.0''2'15" RCP OVERFLOW TO PUBLICDRAINAGE SYSTEM15" RCP OVERFLOW TO PUBLICDRAINAGE SYSTEMINV: 34.18' INV: 33.0'
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FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.com R-TANK - H20 LOADS *(2*5,' 7(16$5%;25(48$/ 3/$&('´$%29(7+(R-TANK6<67(029(5/$3$'-$&(173$1(/6%<´0,1GEOGRID SHOULD EXTEND 3' BEYOND THE EXCAVATION FOOTPRINT.PAVEDSURFACE NOTES:xFOR COMPLETE MODULE DATA, SEE APPROPRIATE R-TANK SHEET (SINGLE MODULE, DOUBLEMODULE, TRIPLE MODULE, QUAD MODEL, OR PENTA MODEL)xINSTALLATIONS PER THIS DETAIL MEET GUIDELINES OF H20 LOADING PER THE 1983, 13TH EDITION OFTHE AMERICAN ASSOCIATION OF STATE, HIGHWAY AND TRAFFIC OFFICIALS (AASHTO) STANDARDSPECIFICATIONSxPRE-TREATMENT STRUCTURES NOT SHOWNxSTRUCTURAL FILL: STRUCTURAL FILL SHALL CONSIST OF GRANULAR MATERIALS MEETING THEGRADATIONAL REQUIREMENTS OF SM, SP, SW, GM, GP OR GW AS CLASSIFIED BY THE UNIFIED SOILCLASSIFICATION SYSTEM. STRUCTURAL FILL SHALL HAVE A MAXIMUM OF 25 PERCENT PASSING THENO. 200 SIEVE, SHALL HAVE A MAXIMUM CLAY CONTENT OF 10 PERCENT AND A MAXIMUM PLASTICITYINDEX OF 4. MATERIAL SHALL BE WITHIN 3 PERCENT OF THE OPTIMUM MOISTURE CONTENT ASDETERMINED BY ASTM D698 AT THE TIME OF INSTALLATION.xBASE: THE OWNER'S ENGINEER SHALL DETERMINE THE REQUIRED BEARING CAPACITY OF THER-TANK SUBGRADE; HOWEVER IN NO CASE SHALL A BEARING CAPACITY BE LESS THAN 2,000POUNDS PER SQUARE FOOT BE PROVIDED.R-TANK UNITS WRAPPED IN 8 OZ.NONWOVEN GEOTEXTILE (OR EQUAL)LOAD RATING: 32 PSI (MODULE ONLY)EXCAVATION LINECONTRACTOR MAY ENCOUNTER EXISTING FILLMATERIAL OR CEMENTED LAYER. ALL FILLMATERIAL OR CEMENTED LAYERS TO BEREMOVED AND GEOTECHNICAL APPROVEDBACKFILL TO BE PROVIDED.BASE: 3" MIN. SUITABLE STRUCTURAL BACKFILLCOMPACTED TO 95% STANDARD PROCTOR DENSITYIS REQUIRED TO PROVIDE A LEVEL BASE SURFACE.MUST BE SMOOTH, FREE OF LUMPS OR DEBRIS, AND(;7(1'
%(<21'57$1.)22735,17$&%5GREATER THAN 5 MUST BE ACHIEVED PRIOR TO,167$//,1*$1<57$1.6$1'0$<%(ACCEPTABLE, BUT IN NO CASE SHALL CLAY BE USED.723%$&.),// 0,16758&785$/),// ´5(&200(1'('SIMILAR TO SIDE BACKFILL). MATERIAL ABOVE THE GEOGRID MAYVARY BASED ON INTENDED USE, BUT IN NO CASE SHOULD THE CLAY&217(17(;&(('$0,1´&29(50867%(0$,17$,1('%(7:((1%$&.),//(48,30(17$1'7+(7232)7+(57$1.6<67(0$7$//7,0(6)25%(675(68/76386+287´720$,17$,1$0,1´&29(55()(5727+(57$1.,167$//$7,21GUIDE FOR LISTING OF ACCEPTABLE EQUIPMENT . TOTAL HEIGHT OFTOP BACKFILL SHOULD NOT EXCEED 7'.CONTACT ACFENVIRONMENTAL IF MORE THAN 7' OR LESS THAN 24" OF TOPBACKFILL IS REQUIRED (FROM TOP OF TANK TO TOP OF PAVEMENT).UTILITY MARKERS ATCORNERS (TYP.)3" (0.08 m) MIN.24" (0.61 m) TYP.18" (0.46 m) MIN.INLET PIPEOPTIONAL OUTLET PIPE OPTIONALOVERFLOWPIPE 36" (0.91 m) MIN.24" (0.61 m)SIDE BACKFILL: 24" MIN., STONE, SAND ORSTRUCTURAL FILL LESS THAN 1.5"DIAMETER AND COMPACTABLE TO 95%WITH LESS THAN 10% FINES. MUST BEFREE FROM LUMPS, DEBRIS AND OTHERSHARP OBJECTS. SPREAD EVENLY TO35(9(1757$1.029(0(17&203$&7SIDE BACKFILL WITH POWEREDMECHANICAL COMPACTOR IN 12" LIFTS.12" (0.30 m)FOR ADDITIONAL INFORMATION PLEASE CONTACT: ACF ENVIRONMENTAL, 1-800-448-3636, www.acfenvironmental.comFABRIC PIPE BOOT FOR R-TANK FRONT VIEW 12 OZ/SY NONWOVEN GEOTEXTILE 5.0'PIPEO.D.PIPE5.0'SIDE VIEW PIPEO.D.2'-0"FABRIC COLLAR TO FIT OUTSIDEDIAMETER OF INLET/OUTLET PIPE NOTE: CUT FABRIC AND WRAP AROUNDPIPE SO THAT PIPE BUTS DIRECTLYAGAINST ACF R-TANK PIPE EFFLUENTSHALL NOT PASS THROUGH FABRIC GEOTEXTILE FABRICOVER ACF R-TANKSECTIONSTAINLESS STEELBANDSSTAINLESSSTEEL BANDS TM ELEV. 33.8'
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