20081379 Ver 2_Site Plan_20090616

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DATED JANUARY 16, 2004 \ - \ ~ ~ ~ I~ , v 1 ~ r
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SUMMARY INFORMATION
DEVELOPMENT NAME: Grace Haven Baptist Fellowship O
R a.
STREET ADDRESS: Hicks Road
PIN NUMBER: 1854-97-0215 00
6
TOTAL AREA: 71.94 AC S
QW'.
ZONING DISTRICT: MU
PROPOSED USE: Church
PHASE I: Site driveway / I I ~ ~ \ \ ~ \ \ \ ~ PFLASE II: Church building I ~ \ D
2
OWNER: \ \ \ \
Grace Haven Baprist Fellowship \ ~ ' Q `ti,~SUiiUirrr r ,,°~\P,~ ESr. ~Nc,,,,
125 Youngsville Blvd ~ I I I I ~ ~ \ ~ . ~~9 \ \
100 YEAR FEMA : c0;°
Youngsville, NC 27596 FLOOD LINE ~ n
[phone] ' " \ \ ~ \ \ PER PANEL 37185400) ~ ~ -
DATED JANUARY 16, 2004 ~ ~
ENGINEER: ~ \ ~ \C~~F~ e~q
Crowley, Crisp & Associates, Ina \ ~ \ \
NC License No. C-3036 / ~ ~ \
1906 South Main Street, Suite 122 / ~ ~ \ \
Wake Forest, NC 27587 f \
[phone] \ I Y II I I tx`C~ \ ~ \
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/ ~ , y ~ / U/ ~ ~OTAL RECOMB~ED AREA 71.947 I
~ f / ( LESS RIGHT~UF~WAY 0.5D0 Aq. / / / ~ ~ / ~ / ~ NET AR~~l~1k447 AC BY DE,eD ~
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PER PAN ~D 37N$5400J GRAGE ~AP"~ST FELLOtf~iP ~ ` ~
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PVI STA - 17+01.87
TOT L IMPACTS PVI ELEV = 319.33
xoauzoxT~ A.D. _ -4.94 ~
STREAM: - 1 inch - 6U ft K = 20.23
' PERENNIAL: 116 LF s o as s 'o 16
PVl STA = 0+68.82 I 100.00' VC I
BUFFER: PVI ELEV = 312.87 ~ b~lt)ft11~~~ . ao 00 ~j~.
ZONE 1: 6521 SF 0.150 AC v1ri;~icaL A.Q. = 5.04
1 inch = 5 fk K = 19,83 ZONE 2:.4135 SF (0.095 AC)
LOW POINT ELEV = 303.25 M • ~ ~ ra
> i 100.00 VC W ~ `Ui cn Mme, LOW POINT STA = 14+80.43 ~ ~ Q~..~ .
m - 1 ~ N w ~ 4G
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+ ~ + M P ELEV _ 01.25 o ~ ~ HIGH'P INT STA = 13+80.32 •D. = 9.7 ~ M
w + A.D. = 8 75 PVI STA = 13 30.33 K = 10.24
320 ~ K=11,3 j m > PV1 ELEV = 4.03 I 00.00' V I v
m w~ I I - LOW POINT EL V= 296. 8 .D. _ -212 ® m
> 100.00 C m LOW POINT ST = 7+05. 2 K=94. ~ ~ ~
'A VI STA = 7+43.35 + ~ ~
a~ VI ELEV 294.70 r ~
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INV OUT 291.50
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N 01 00) 01 00 01 010 0 N 0) 81 N 0 M(0) N 0 N 0 010) 00) 0)0 00 00 010 WO 010 0)0 010 N0 00 00 810 00 010 01 010 81 00 O P M M M M M M M M N N N N . N N N N N N N N N N M
0 6+00 6+50 7+00 Z+50 8+00` 8+50 9+00 9+50 10+00 10+50 11+00 11 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5

RATIONAL METHODIPiPE SItING TABLE g m
Grass Swale Table tc I Cc ` Q Q
NOTES• Swale Oraina e Cc 10.year Ffow Flow ToWI Swale Upper Lower Slope Side Bottom Depth Velocity. Tem ovary Liner FROM 'INLET TIME OF NTENS {INLET) ..FLOW TOTAL SLOPE Dthea SIZE Vfull .LENGTH UPPER LOWER HOOD!
FROM TO AREA ~ CONC. AREA FLOW INVERT INVERT TOP EL
1. STORM DRAINAGE SHALL BE ADS SINGLE WALL Number Area Drainage Rainfall (Dreina e from Flow Len th Invert Invert S~zpea Wei D ac min inlhr cfs cfs (f~lft in) in ftisec ft ft ft ft ~ o a_
HDPE PIPE AND AN ADS MITERED END SECTION Area) Intensi Area) FES f~~ FES#1 BPS#1 7.23 5.0 7.2 0.20 10.4 10.4 0,0192 15.9 18 8.2 39,00 296,00 295.25 300.00 ~
AT ALL FES. APPROVED EQUALS ACCEPTED. (a~) (~~h~ ~1 ~ ft) (ff) (ff) FESat FES#2 JB#1 9.93 5.0 7.2 0.20 .14.3 14.3 0.0250 17.0 18 9.4 38,00 293.00 292.05 297.00 ~ o
2. THE BMP MATERIALS SHALL BE PER THE ~ 723 022 7.22 11.as o.o0 11.4s 2ss.oo 3t0.oo 2ss.oo o.os28 z o 1.00 6.a3 Poo z
DETAILS ON SHEETS C5 AND C6. 2 o.t3 o.so 7.22 o.Sa o.ao o.ea 256.00 310.00 265.25 0.0576 2 0 0.50 3.a5 P3oo pesu2 JB#1 BPS#2 20.1 0.0250 19.3 24 11.4 18.04 292.05 291.60 296.00 ~
3. THE JUNCTION BOXES AND BYPASS BPC#1 3ao9 38.09 88.00 29725 293.00 0.0483 2 2 1.50 8.35 P3oo J~1 ig ~ ~
STRUCTURES SHALL BE 4' X 4' REINFORCED 3 8.94 0.22 722 1a2o 0.00 14.20 `-670.00 310.00 293.00 0.0254 2 0 1.50 '5.15 P300 tg FES#3 BPS#3 0.78 5.0 72 0.90 5.1 5.1 0.0122 .13.2 15 5.8 41.00 305.00 304.50 309.50 0
CONCRETE STRUCTURES. 4 0.97 0.72 7.Y2 1.54 0.00 1.54 '231.00 288.00 293.00 0.0216 2 0 1.00 2.38. Double Fiberglass Roting ~E~
4. SWALES #2, #5, #6 AND #8 ENTER INTO 5 0.51 0.90 7.22 3.31 0.00 3.31 644.00 299.00 291.75 0.0113 2 0 1.00 2.84 Single Fiberglas RoHng tg m~
BYPASS STRUCTURES WITH 4' 12" HDPE PIPE 6 0.16 0.90 7.72 1.04 .0.00 1.04 283.00. 297.00 281.75 0.0186 2 0 1.00 2.38 Single FiberglassRoting ~o
SECTIONS WITH MITERED END SECTIONS. B~ 5s.as 56.05 119.00 293.80 282.00 0.0134 2 2 2.00 5.76 P3oo 7 0.78 0.90 722 5.07 0.00 5.07 168.00 321.00 305.00 0.0964 2 0 1.00 8.57 P300 S
~OhSTRUG110N SEQJENCE NOTE• e o.tz o.so z2z o.~s o.oo o.~a ~5s.oo 319.00 605.00 o.oas~ 2 0 o.so a.oo P3oo gp~ 2.85 2.85 100.00 306.50 ' 299.00 O.U750 2 2 0.50 4.58 P300 ^z
,`yy111111 F111l/
1. BMPS TO BE INSTALLED AS SEDIMENT TRAPS II \ \ `\\,yG`~,~~5~° 1NC,,,,
UNTIL SITE IS STABILIZED AND DRIVEWAY I I I \ CFO \ \
CONSTRUCTION IS COMPLETE. ~I I ~ ~ \ 9 100 YEAR FEMA ; ~o'• ~ •
2. ONCE SITE IS STABILIZED, REMOVE SEDIMENT \ FLOOD LINE ~ e; PER PANEL 37185400) ~
I FROM TRAPS AND INSTALL BMPS PER PLANS. ~ \ \ \ ~C.p~~ \ DATED JANUARY 16, 2004 ; p.°~ ~
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~ / ~ I RI ~50'BEACH SI~DE~ ~ / ~ Ma\\ ~ / ( ~ / TOPMBANKROF STREAM) / / \ ~ ~
_ +.c
0
~ / O- I
/ ~ 1 ~ ~ GRACE H/NEN BAPTiSyF~CLOWSHiP \ ~
~ ~ ~ 'V~~ E% PICNIC D.B. 1444. PJo~73
~ ~ s~E~r~rt ~ PRF 3. SL P.f 67 o \ ~ / ~ PIN# 1854 0215
a~N3~ ~ ` ~ I OLD ARE~7~53 AC.)
/ G ~ 1 ~ /r ~OTAL RECOMBI p~ AREA X1.941C~~.
~ ~ ~ .PRO ~ C / ` / / / LEST R~IGH~~f? WA C BY DEAD / ~ /
o= U J L~
/ 3J j ~ BP~~3 I~ ~ / / / / ~ / / RIVER BASINPBUFF R ~ ~y~=~ ~j1// / / ~ J / ~ I / ~ (50' EACH 9DE /
/ f / MEASURED FROM ,p~° l PROP ~ 9 ; ~ k f ~ f ! .•o~~.
/ ( J J / I ~ J / TOP BANK OF S7F2EAM) i' -~i ~I ORMWATER ~ i ~ f ! ~ ° '~~llll l i tl~~~`~ V f LAND ~1 ~ ~ / ~ ~ ~ _ ` ~
~ ~ ~ PROP ~,G- ~ / ~ ~ ~O ~ CULVERT 8 ~ ~ ~ N~ ~ / ~ i ~ ~ / ~ l / BPC 01 J~•
i /
' 2-30 LF 42 RCP / - ~ \ " b3 b i ~ / ~ r PROP_- ~ / # j ~ 3.10% ~eanisio i j ' / /S{ORMWATER ~ PROP / - ~ /l ~ l ,r~ ~ I ~ I
i I PROP / ~ I ~ ~
/ / ~ / / r-- WETLAND #2 / SWALe ~6 . #1 / ~ / ~ / / to
- - l ,t, ` / ~ ~ j' ~ _ PROP / / / ~ / /
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is ~ \ \ PROP ~ ~ _ } SWAPE #4 I I N~ / PROP ~ X .QZ ~ l ~
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SWALE #1 ~ 1
CULVERT A , do
2-30 LF 48" RCP ~ C
C~ 3.437 ~ ` Q,
CATCH BASIN (CB) ~7~~`l~~~l~ ~ ~ ~ L~~~ ` 1 / ~ ~ \ ~
100 YEAR FEMA N/F y
FLOOD LINE GRADE HAVEN BAPTIST FELLOaHIP ~ ~ \
PIPE \\l ~ / PER PANEL 37185400) I.B. 200B; PG. 207
i- DATED JANUARY 16, 2004 p>B, 16B>~, PG< 747
Z
DISSIPATER ~ _ ~ _
J\~~~,, ~ ~ - GRAPHIC SCALE
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LJ BYPASS STRUCTURE (BPS). ' \ 0 ~ \ ` \
( IN sir )
1 Inch m 60 R z z
a FLARED END SECTION (FES) o

~
r RIP,, ~AP DISSIPATER / ~ ` ~V ~ ~ ~ STO ATR WTLA OT: 4
O~ ~ ~ ~;5' WIDE 5' LONG ~ ~ ~ DAYLIGHT CHA NE'~~
3" CLA A STO E SPILLWAY #1 w~ Wo
~ 9° THI K DEEP POOL ~ \ AT E ~ RIPRAP DISSIPATER r,, ~w w w 1. THE WETLANDS MUST BE STABILIZED WITHIN 14 DAYS OF a
~ ~ ~ 7.5' WIDE, 5' LONG w CONSTRUCTION. STABILIZATION MAY BE IN THE FORM OF FINAL ~ W w ~ CHANNEL UPPER INV 443.04 ~ o
~f ~ y 3" CLASS A STONE w~ VEGETATION PLANTINGS OR A TEMPORARY MEANS UNTIL VEGETATION o
~ FES #2
/if V 29 .00 ~ SPILLWAY #2 + w BECOMES ESTABLISHED.
~ 2 3. SOILS TO BE VERIFIED FOR SUITABILITY. BASIN TO BE CONSTRUCTED ~ ~ ~ w w - USING A SUITABLE STRUCTURAL FILL MATERIAL. APPLY A ROOTING
~ ~~5'g:~86 LF r w
Jj ~ ~ OUTLET STRU UREf #1 ~ 15 HDPE w ~ w ZONE OF 6 TO 12 INCHES OF TOP SOIL EXCEPT IN AREAS THAT WILL
`"'~6=-GRA' INV 297.00 ~ y .BYPASS CHANNEL #2 m ~
~O ~ IN~ .00 55 6 LF ~ ~ l 2 yORIFICE INV 296.00 OUTLET STROCNRE ~2 BE COVERED BY THE PERMANENT POOL ~ ~
15' HDPE ~ ~ 15 HDPE INV 293.00 ` 4. ALL CONSTRUCTION, MONITORING, AND MAINTENANCE GUIDELINES IN w Po
~ 36~R~TE 1NV 295.0 J 1J9~ ~ ~ ~ 2" ORIFICE INV 00 ~~~b THE NCDWQ STORMWATER BMP MANUAL MUST BE ADHERED T0. ~ ww
ww
f ~ ~M~'~ 15" HDPE;yNV 292.5
w w ALE ~6 .~~'G~P~~S:!N~''% w ~ ~ : o
w ; ~ > ~
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~ ~ SHALLOW SAND ~
d~~w ~ ~ OP RATION AND INT ANNE: w w ~,d
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~ . ~ INV 291.
www
t ~ 17 LF OR AY ~ ~ ~ ~ BYPASS RIPRAP DISSIPATER ~ ~ w`.`w 15 OPERATION: v
C`A EL #1 ~ ~ 5~ WID 3' NG SHALL p Q ~ ~c PVC e w ~ ~
3 A N WA Q • w t~ 3.9 ~ 1. ASSESS AND DOCUMENT PLANT COVER PERIODICALLY.
Y ` w w ~ 2. MONITOR VEGETATION.
24" .DOPE 3. INSPECT WETLANDS MONTHLY AND AFTER STORMS PRODUCING 1.0
DAYLIGHT x ~ ~+K* ~ / / CHANNEL I ~ 2'507 INCH OF RUNOFF OR MORE. ~ ~ ~
AT 3.00 LE #2 ~ • 4. DURING INSPECTION, OBSERVE THE FOLLOWING; ~ ~ ~ ~ ~
FOREBAY -CLOGGING OF THE OUTLET OR VERY RAPID WATER RELEASE N
-APPEARANCE OF INVASIVE SPECIES 0R DEVELOPMENT OF ~ ~ ~
j CHANN UPPER INV 7.25 / RIPRAP.,rDI~SIPATER MONOCULTURE ~ ~ U ~ o
~ 39 L ~ ' ~ 3'"GVIDE, 3' LONG ~2 JB ~ -EROSION ON THE WETLAND BANKS ~ ~ a
,~0~ 3" CLASS A STONE TOP 446.00 -EROSION AT INLET AND OUTLET ~ ~ ~ o i0 TOP :296.00 ~ ~
1 ~ ~ ~ 1.9 % BPS i ~ 9" THICK TOP 29.25 24" HDPE INV IN 291.60 ~0 18" NDPE INV IN 292.05 -SEDIMENT. ACCUMULATION ~'a ~ ~ ~
~0 24" HDPE INV OUT 292.05 -DAMAGE T0, OR BLOCKAGE OF, THE EMERGENCY SPILLWAY ~ ~ ~ o N o
QW v .0 -WOODY VEGETATION IN THE EMBANKMENT OR DAM ~ ~
STORMWATER WETLAND #1 -PLAN 4 WE RP NV 292.25525 4" PVCVINV O T 291.60
SCALE: 1~~ = 20~ 4° Pv~ ~N~ o~T 295.25 STORMWATER WETLAND #2 - Z PLAN 5. INSPECT EBANKMENTS AND HYDRAULIC CONTROL STRUCTURES ~ a ~ ~
REGULARLY AND IMMEDIATELY AFTER ANY UNUSUALLY. HIGH FLOW ~ ~
SCALE: 1" = 20' EVENTS.
6. CORRECT DAMAGE,, EROSION, OR BLOCKAGE AS SOON AS POSSIBLE. ~
,w aF seat aci ~ee.oo me a e wncr smucn~ n ~ OF BANK EIEV 296.E ~ m
~0' 9TNIWWD I~ GAME WRET SiRUC1Ul8 Ip
T oM. axrxt ixv u'loo xv xwm 2° sruxur Fuv aw.eo BYPASS CHANNEL IEI a~ au~ owe w' srw+wim ,es more wv sw.ao wv nxao roiraua*vaa~ LINING =NORTH AMERICAN GREEN P300 MAT SPILLWAY ELEY 29b.60 MAINTENANCE : p
z oa
r eaa~ nwuW uxo SIDE SLOPE = 2:1 1. ALL STORMWATER WETLANDS TO BE MAINTAINED BY THE x 0
BOTTOM WIDTH = 2 FT axN+°"'w+o HOMEOWNERS ASSOCIATION.
`'""D~'a ram~r CHANNEL SLOPE = 0.0483 FT/FT s•~~,~ FAY 9111"""' 2. THE OPERATOR SHOULD UNDERSTAND THE BIOLOGICAL REQUIREMENTS
r a s ~ sm ~ _ P0a' ~ a Po~« DEPTH = 1.50 FT oce~r~,rx ` aw n,wrusr warn q. TM~ o~w~me MAX DESIGN FLOW = 39.09 CFS (10-YR EVENT) ~.5~ ~ ~ s~ sxe~* ce OF THE PLANTS AND MANAGE WATER LEVELS TO PROVIDE FOR THEIR DISSIPATED NEEDS.
ra~~sra MAX VELOCITY = -8.35 FPS °''"q` 7s~ a+uE. ~
Y miac Tom" 3. SEDIMENT Td BE .SELECTIVELY REMOVED AFTER 6 INCHES OF
ACCUMULATION. (USUALLY EVERY 5 TO 10 YEARS) SO AS NOT TO sdi~~/
~Oj•~z @vacsc rHANNEL ~E? '~•a.,~
DISTURB PLANT GROWTH.
'~a0° ~p~xv~xw LINING =NORTH AMERICAN GREEN P300 MAT 4. DEBRIS TO BE REMOVED WHENEVER THERE IS ACCUMULATION OR AT ~ ti-~~',~; DES Bw 29zao ¢ ~ ~ ~ 9 ~ ,
roisa+u~ wro o~ ~s a wv mom wm nornnoe room~o smEU4 SIDE SLOPE = 2:1 torsaunae wm ex 00 BOTTOM WIDTH = 2 FT iAT'"~ ~ a ~~1NT4 ~ a,r~' LEAST TWICE ANNUALLY. ~ . ~
5. A DAM SAFETY EXPERT SHALL INSPECT THE POND ANNUALLY.
MAX CHANNEL SLOPE 0.0134 FT/FT
~ ro rw nim+-noxa. DEPTH = 2.00 FT t~
z whrs r~ w ix~s wcenaw is x• eaow oasnxo axauao w+o vnu z' aar~ m x~~ rw nu+x-ooep. moxoE rwe ixe raaxxo~e+r ~xer n¢ om~ races ee e* ~s* e' MAX DESIGN FLOW = 58.05 CFS (10-YR EVENT) z vane 1~ w has ~oceiwx is ~r oasnee charm um wu PLANTING/SEEDING: ` !~>'itn~i~~~ a
tea" TME r"°~ MAX VELOCITY = 5.759 FPS ~ n+c w~~ ~ ~T ~ ~ ~ ~ ~T ~ ~
STORMWATER WETLAND #1 -CROSS SECTION: STORMWATER WETLAND #2 -CROSS OS SECTION 1. IMMEDIATELY AFTER:. THE WETLAND IS ESTABLISHED, THE PLANTS
SHOULD BE WATERED. TWICE WEEKLY IF NEEDED UNTIL THE PLANTS
NO SCALE NO SCALE BECOME ESTABLISHED.
2. NO PORTION OF THE WETLAND SHOULD BE FERTILIZED AFTER THE
INITfAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE WETLAND C
PLANTS.
'LAI G LEGEND
STORMWATER WETLAND #1 -PLANTING LEGEND STORMWATER WETLAND ~2 - RLANT SYMBOL QUANTITIY SCIENTIFIC NAME COMMON NAME MINIMUM SPACING SYMBOL QUANTITIY SCIENTIFIC NAME COMMON N .TREES 3 TAXODIUM DISTICHUM BALD CYPRESS 20` O.C. TREES 4 TAXODIUM DISTICHUM BALD CYP SHRUBS
° ®
COMMON NAME MINIMUM. SPACING
~i
3ALD CYPRESS 20' O.C. 1. SEE SHEET C6 FOR BYPASS STRUCTURE DETAIL.
~UMMERSWEET 4' O.C, ~
Zp CLETHRA ALNIFOLIA SUMMERSWEET 4' O.C. SHRUBS 30 CLETHRA ALNIFOLIA SUMMERSW Zp ITEA VIRGINICA VIRGINIA SWEETSPIRE 4' O.C. ~ 30 ITEA VIRGINICA VIRGINIA S
VIRGINIA SWEETSPIRE 4° O.C.
V
WINTERBERRY 4° O.C. CATCH BASIN (CB)
2p ILEX VERTICILLATA WINTERBERRY 4' O.C. ~ 30 ILEX VERTICILLATA WINTERBER HERBACEOUS 30 CARER STRICTA UPRIGHT SEDGE 24" O.C. HERBACEOUS 35 CARER STRICTA UPRIGHT S 30 HIBISCUS MOSCHEUTUS ROSE MALLOW 24" O.C. ~ 35 HIBISCUS MOSCHEUTUS ROSE MAL EMERGENT ~ 30 JUNCUS EFfUSUS SOFTRUSH 24" O.C. EMERGENT ~ 30 JUNCUS EFFUSUS SOFTRUSH
UPRIGHT SEDGE 24" O.C. C
PIPE
ROSE MALLOW 24 O.C. !L
SOFTRUSH 24'' O:C.
DISSIPATER
DUCK POTATO 24" O,C.
2p SAGITTARIA LATIFOUA DUCK POTATO 24" O.C. 20 SAGITTARIA LATIFOLIA DUCK POT NOTES: 1~RBACEOUS PLANTS TO BE MIN 4-INCH CONTAINER.
JUNCTION BOX (JB} /
I•AINER. BYPASS STRUCTURE (BPS)
1. HERBACEOUS PLANTS TO BE MIN 4-INCH CONTAINER. 2. SHRUBS TO BE MIN- 1-GALLON CONTAINER.
2. SHRUBS TO BE MIN t-GALLON CONTAINER__ _ _ 3. TREES TO BE MIN 2.5" CAL. BARE ROOT OR B&B. _ _ &B.
3. TREES TO BE MIN 2.5" CAL BARE ROOT UK pacts. 4. PLANT CENTIPEDE GRASS AS 10-FT BUFFER AROUND Wt ,ROUND WE I LANU. FLARED END SECTION (FES) Ar I& Ad Ohl
4. PLANT CENTIPEDE GRASS AS 10-FT BUFFER AROUND WETLAND.
Z Z

r ~ ~
x BIORETENTION NOTES: k 4 ~
WAS 8 1. A 3-FOOT DEEP, HOMOGENOUS SOIL MIXTURE OF 85 TO 88 PERCENT CONSTR SWALE #7 ~ FOREBAY LESS THAN 8 PERCENT FWES (SILT AND CLAY), AND 3 TO 5 PERCENT ORGANIC JT CONSTRUCTION SAND, 4 ~
x
'ORGANIC .MATTER . z fi
SHOULD BE USED. SOIL MEDIA SHOULD BE SENT TO THE NCDA LABS TO BE AN OUTLET STRUCTURE #3 P-INDEX FOR THESE SOIL MEDIA SHOULD RANGE BETWEEN 70 AND 30. THE IN (~J ~ 30'' GRATE INV 306.00 RATE OF THE SOIL SHALL BE 2 IN/HR TO 6 IN/HR. SOIL CHARACTERISTICS TO TO BE ANALYZED. ~ ~ a ~ ~ ~ day °44 Od ~ ~d 4d Aa 'd' da 'a'
° THE INFILTRATION ~ ' . 'd
' e d 94 a' .a.o ~ W
ISTICS TO BE VERIFIED a a a~~~ WEIRA , ~ z a TO BYPASS CHANNEL p
~ 15" HDPE INV 300.OQ BY GEOTECHNICAL ENGINEER. d 0 BYPASS CHANNEL INLET • d' a o d' a'' d o , ' a. < ,a d . 4 FT ~ w
,y 2. A 3-INCH DEEP, DOUBLE-SHREDDED HARDWOOD MULCH. LAYER SHOULD BE U f BP PLACED OVER THE ENTIRE BIORENTION AREA. )ULD BE UNIFORMLY a d ° ~ . ~ ~
4.. ~ Y a4 4 a d a
THE NCDENR INV IN
TO,Pr 30 50 3. ALL CONSTRUCTION, MONITORING, AND MAINTENANCE GUIDELINES IN THE NCDE 15" HDPE IN,w°fN .5 STORMWATER BMP MANUAL MUST BE ADHERED T0. WEIR INV o. a ° ~ Q
° ~e a ¢ d $ Q
4' WEIR INV 30.6: 0 a, ° 0 .e eq d. ~ qd p
2° PVC INV OU~304. 0 RIPRAP DIS ASR BIORETENTION OPERATION AND MAINTEN "r 1 L ' a~ a,
~O~~p~~~~ 6' iHICK J„Q„tf„O„£b.,0„i?„C3„tT,.ti A„fl„t3„Q„ „
J TE N A N C E. . d e~~ d' ~ d a a. ~~~~Q~~~~~~~~~~~Ta ~~~~~~~~~~~i z MINIMUM 8° THICK OUTLET OPoFICE WASHED STGNE BEDDING `<<~utnui~ej
DP ~ 3' WIDE. 3' LONG PLAN CROSS-SEC7~ON Nv ~ ORIFlfX: ~~G\P"~ LS /~''~i
„d~~ 3" CLAS A STONE ~~4, ~ r~~r•~
~.,e s° THi OPERATION: <c; ~ ~
NOC NCRETE SHAD. BE MINIMUM 4000 PSL ; ~
~ ~ ~ 85?H L E / 1. WATER PLANTS FOR 14 CONSECUI7VE DAYS AFTER PLANTING HAS BEEN COMP ~,,r''` ~ 1. 2~ ~ 2. WATER' PLANTS DURING PROLONGED DRY PERIODS ONCE PLANTS ARE ESTABG "PVC 2. INSPECT BIORETENTION AREAS MONTHLY AND AFTER STORMS PRODUCING 1.0 EEN COMPLETED. =°~pJ~~•~d G~"`
,E ESTABLISHED. YP A S S U C T R E DETAIL "''~~--~~~'~M°O``'''
JCING 1.0 INCH OR
INV 304. RIPRAP DI TER RUNOFF OR MORE. NO SCALE
c~
'r 17 L ~ * 7.5' WID 5' NG CHANNEL-C1~PPER I 3 .50 y 3" CLA S STO
- 2u 2.94% ~ ~ MAINTENANCE: n
FRAME AND GRAZE
B SS 1. INSPECT AND REPAIR ANY ERODED AREAS SUCH AS FLOW ENTRANCES, PONDI , ANNE 3 ES, PONDING AREAS, AMP r cv
AND SURFACE OVERFLOW AREAS.
o0
2. CLEAN UP TRASH AND FLUSH UNDERDRAIN PIPES MONTHLY. 0 ~
FES #1 3. REMULCH WHEN NECESSARY.
~NV 299.00 4. REMOVE AND REPLACE ALL DEAD AND DISEASED VEGETATION TWICE YEARLY. YEARLY. a.M; : ; , ~ o a~ B
,RLY: ~~~,=~?'''a ~x wi~w v~ v U a.
. , ~ eI~M
~ ~ 6. REMOVE MU~LCHEFR M~OUTLETSFAND C EANKO TS M NTHLY OREASENEED.ED. D YLIGHT EX~S EA IEEDED. ~ ~ ~ a
~ CANNEL 7. WHEN FILTERING CAPACITY DIMINISHES SUBSTANTIALLY (WHEN WATER PONDS BIORETENTION FACILITY ~1 -PLAN AT EL 299.00 SURFACE FOR MORE THAN 12 HOURS) REMEDIAL ACTION MUST BE TAKEN. CHE CLOGGING OF UNDERDRAINS OR REMOVE AND REPLACE TQP FEW INCHES OF MAT SCALE: 1" = 20' ~ PONDS ON THE . a:~,:. ~ Z o
:EN: CHECK FOR PEE .,>wm.. b ~ ~ ~ ~ ~
:S OF MATERIAL. s ~ w c5 v
0 ~ ~ PLAN v~
BYPASS CHANNEL ,M3 . r i~
s w ~e amar rnwcnq+[ P mr a awK nav amm - 300D PSI CONCRETE
o". ~E ~ ~ LINING =NORTH AMERICAN GREEN P300 MAT i 88' ~ ~ O - /8 REBAR X 80' LONG LOCATED 8T 9O° AS SHOWN i~"
ram~r F"VJ0.0 SIQE SLOPE = 2:1 0 f ® - ~5 REBAR WRAPPED O1~R AND UNDER /6 RE9AR AS SHOWN a~ Z
~I: 1B'DFPM BOTTOM WIDTH = 2 FT 5EC1XXi 6MEW O * z
as
r~,n,~ ~ ~ LF CHANNEL SLOPE = 0.075 FT/FT ~ z
a"°" -ii DEPTH =.0.50 FT ANTI FLOTATION FOOTING TAIL a
L MAX DESIGN FLOW =.2.85 CFS (10-1R EVENT) N0 SCALE m
r'""'"'"'n' - MAX VELOCITY = 4.56 FPS I I E ~r Nxuvusr roan _
g59PAlER 'JA' WUG 5 LME
-j ~ : Y W4S ~ SIONE
1-W Y Plroll .rte C TIWf
T~ S yp~ ~ a~ ~ ~e• xore w~ a t.za~c S®CE NURSERIES FOR ~ LANS: ;,,,,:,,?"`I'~f~~4d.
3I ~ I I1=~ -111=III-TIY-1 117 Ili rc'rr°~i "~,uo'~"oo nremnn ro.. -
uomonew a"rv u°`aaos'"`"" 1. T exn mm~nori roonxa 9. THE TAXODIUM, QUERCUS, AND P1NUS WILL BE PURCHASED .FROM TAYLOR S NURSERY IN RALEIGH, NC. a ~
sr~ aEVU~ nas sic 2. T o°EOmo' n°~~ws s~wm"n ee v v~s"e.°iit~' sum n~isxro"w TMz~e 3. T WTi 3Ig PEPMRA9pA AT K ON CQl1FR. ~ XdES PER RUM: AND A NNMIUN Oi ' rv' cis MrL C9 2. THE ITEA, ILEX, CARER, AND. CLETHRA WILL BE PURCHASED FROM PENDER S NURSERY IN GARNER, NC. ~~~4t
~,~t~ d 3. THE JUNCUS, SAGITTARIA, AND LOBELIA WILL BE PURCHASED FROM CHARLESTON AQUATIC. NURSERY IN
r aF wuvri ow+ umExonuN r~s «un-am ro ae rrsoNOm rex vwi. JOH 1~.QSO~p. WFlLIRATION RPiE SHNL ~ 2 W/HR TO 8 Bi/HR JOHNSS ISLAND, SC. ~ ~~~~~~rtEl~E~~~~~~°
2 70' PoSER 9iALL MAL£ ~0' SG~ID~GRAIE A WATFR TABIE IN 71A3 LOCATION IS PONE TIMI FOUR iEEf BFLOW WSIINC
OROlllq. t.... t
BIORETENTION FACILITY #1 -CROSS SECTION i~ GRATA .
NO SCALE n~~ p.
. =
o
~5° • cx~ ~ , a~
BIORETENTION FACILITY #1 -PLANTING LEGEND :rtste let+gllt of riser . .r.
~ .a'~+
SYMBOL QUANTITIY SCIENTIFIC NAME COMMON NAME HEIGHT CALIPER 0
1 QUERCUS PHELLOS WILLOW OAK 12' 2.5" gyp S`~iUTtJ~~ ~
1 PILAUS TAEDA LOBLOLLY PINE 8' 2.5" C 'm ~ ~
13 ITEA VIRGINICA VIRGINIA SWEETSPIRE 30" 5 GAL CATCH BASW (CB) eee~ ~
. ~
9 CLETMRA ALNIFOLIA SUMMERSWEET 30" 5 GAL. x
PIPE
o,o, 25 LOBELIA CARDINALIS CARDINAL FLOWER ' A~ ~
I f .
NOTES• DISSIPATER
1. SHRUBS TO BE MIN 5-GALLON CONTAINER.. } ' m 4 s r ..k-t n ~v'< F S'aSL~w, :cw,r. .b° ¢ .,9 Ul~~k~~' iL., , 4 ~ ~ I. a~~1Dl ~ I~fO~ Ili r~t~
2. TREES TO BE MIN 2.5" CAL. BARE ROOT OR B&B. ? JUNCTION BOX (JB) / _ 2910AG., it 14" RtS~x 1i01t ? vn vE{~~~ i r~,~~y iitt {'fit ¢
aa, r k~ ra?" ~a~~°y~p _~,°4. ~~I~I r~ `_vz,?~i1` dda ~ CV~~71 \7r CiF~i~9~ z~a~.
BYPASS STRUCTURE (BPS)
.~3 1 3 "S#ry'^~j` Y~~*G .~~~i irf5r~ A ~ ii Y ~+SM ~~?^R~~~1~
a 2~..~ ~4a ~f~r "~i'tanµY~ J ~ ~it {vg hg x !>~tl, °h ~ m ~ ~ ~ ~~'V~^S b i FR ~ $N~I ~ r 1(~ ikt ~~MY~~ViY °
FLARED END SECTION (FES)
v
ADS bl=ELAS cARISER DETAIL ADS MUELAST GRATE DETAI~~
NO SCALE
Xg.
7

m
NOTES:
1. SKETCH PLAN BASED ON MHA WORKS ARCHITECTS/SWANSON & ~ ~ ~l ~ ~ z
ASSOCIATES LANDSCAPE ARCHITECTS CONCEPT MASTER PLAN. /
2. STORMWATER RUNOFF IS ANTICIPATED TO BE TRERTED WITH \ \ a \ ~
APPROXIMATELY THREE (3) BIORETENTION FACILITIES PENDING \ U \ ~ W
FUTURE INVESTIGATION OF GROUND WATER ELEVATION. FUTURES ER ~i \ o
3. SITE PLAN SHOWN IS SUBJECT. TO CHANGE. PENDING ACTUAL / SERVICE WILL MOST ~
SURVEY DATA, FRANKLIN COUNTY REVIEW OF THE PROPOSED a~ LIKELY CONNECT 0 1' \ \ W
PLANS, ETC. EXISITNG MAN IN T \ ~ I H
4. PHASE II CONSTRUCTION IS NOT ANTICIPATED TO IMPACT ~ ADDITIONAL WETLANDS OR STREAM BUFFERS. APPROXIMATE IOCATIO 'i \
5. PHASE II PLANS WILL BE SUBMITTED TO NCDWQ FOR REVIEW OF l \ a
PHASE II STORMWATER CONTROL MEASURES.
FUT
BI ORETENTiON 0
FACILITY \ \ z
II \ `,`~~llilil7l~~~~
ES
\
` ~ ~~e
FLIT CHURCH \ roe - ~ ' to
~ ~ : . \
J---~---,~ 'BUILDING 1~1yy ; Z
/ ~ r \ \ c~
\ ~
J ~
~I ~ \ ~ ~
II ~ ca
® ~ N
II ~ t/1 N ~ 00

0 ~
FUT ~ ~ U ~ U
~ ~ l IORETENTION ~ ~ ~ a
FACILITY \ \ z o
~W ~ \ ~o~
~ \
\ ` ~ ~ ~ a~ v,
~
~ ~
11 ~
~ ~ \
~ I ~H ~ \
w~~
fir. ~
~ V~~ \ w a
4'. ~ x
1 ` \ a C.).:
~ FLIT PLAY AREA ` ,
/ ~ ~ :PROP ~lI ~ M v I ~IORETENTION CJ
i
FACILITY ~1 ' ` ~
/ ~ / / 1 .
' ~ 4~• ''?b'. e ~

\ /

~ ~ 100.0' TAR/PAMlICO
~ / ~ ~ RIVER BASIN BUFFER ,
~ (50' EACH S(pE / MEASURED FROM
~ ~ ~ TOP BANK OF STREAM) ,
-o , ~ ~ 'MGR.
v~~ `
~ ~ ~
~ ` ~ / r-- 1 ~ / _ ~ ~ ~ ! t"'" ti~~~ ~ EX PICK C
r~--,,,J ~ ~ SHELTER /
~ ~ ~ e ~
~ ~ ~
~ / ~
~i . f
~ / ~ ~ ~
r / GRAPHIC SCALE
~ ~ ~ c
~ ~ ~ ~ PROP ~
~ ~ ~ WETLAND. ,L ~ ~
a ~ ~
FLIT ~ /
BIORETENTION
FACILITY (IN ) ~\~1 1,~1i~~ ~
~ \ 1 1 ~ ~
,_I/ _._T ~ j /
i
•z
.a

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