20020522 Ver 3_More Info Received_20081013

8` X 8' X 1' SLAB _ EL. 792.90 _ry
...,1
_
GENTLE SLOPES STEEP SLOPES NOTES: - 100 Ibdfacro mil foww _
4 3:~5-8600 ~oi~c JO W,r/aac S rtcw I~aA~~asa 24 URVEY ~3Y GPA ASSOCIATES,10.8.Ofl (7U } bb zr/aors of ~d faan {an -wlfl.d afr.r A.~ga 1 ~ 24"x:24•" ALUMINt1M A~55 NATCN~ ; ~ \ ~iv~ ~n~i Morrrt~swu.~
- }dl%dURE 10 Ib/are Kohn Isepmloza - i~ r- T( IE LA 4V. FA1: Pt;. ttit 2tf - Ooiabx FJ:L! :~u9uyY 10 - Ooiothr 13 ~ ~ PO . .
x c Cali the NC One-tail Center at 1.800 6.52-4949. S , De lar~r a~.} df~ JTOP. Lal t:1nG,r; F.b~tiary 16 - Aprfi 16 iota ~irtcr. Fcbttlary iiy - kdi id Y ~ ` ti .Na ~
DING IS NECESSARY TO ACHIEVE L'F~D,ND ra aar.nd ap~rrp .do,o L,w darA, ~d ,a oxtind pfnq y:.ulnb Ins d~ , aaa " H fDCST FgRM (}F' EROSION CONTROL. TEMPORARY SEI. AS PART OF ~,T~ id Idz/~ hulyd a~rmada0ra. ,a ~b/aa twdd ~rmaaagro.a _ STADILIZATION 1S T E E OENUpCD Ai~EAS AND CSPECfALLY ~JHEN SPECIEICAl1.Y REQUIRED
EROSION OONTROL ON LARD P _S MUST ~3E SEEDED AND IvfULCHED a~ r ding at uaba k.p o-za av:r fall-a:.dud o h.wlnd ur Ifaa I„ip:desa a~.r iaa-~.a.d ALL GRADED SLOE tau i.:aao la ~;uy arrragvo. ~I fa:uuo u ti.ry sricabaa. ~n~.~s~Jn~
TIDE OONSTRUCTION SL-QUENGE SHOWN ON THE PLAN. E 70 BE SEEDED APlD MULCHED , D St"E01710 ~DDIy flm an! f ~dlis r ~r .all k I...r JO(p Appty Ilme a d foridlxar p.r .all t.as, ar iCCO AYS OF CgMfoLETIgN flF GRADWG,ALL REM1ANiNG ARC,45 AR WITHIN 21 ~ ~ sw1NG ~caT~ oN ~ ~
id1Et{Oidt7{TS ~-/oar. orp:,tonW and 1000 IVs/acre 10-70-10 ~:/ooro 9rrw.lan: and 100D W.lacra 10-10••10 faillisar, torillla>r. f tip,
NO STEEPER THAN 2; 1. SLOPES SHALL ~E GRADED TRASH RACK-'~r~--~-~---- ; % ~ / ~ ~
NOTE 1 Oreund Curer--Proiacdso ewer mwt ba oalabduhod au ad dlcW,~~sd untac wllhln 2i aalwWar days aflsr lama dluWiblaq asdNEy Ia curnpioNid ar has temvaraA~ ccax.d~ ~ ~ ~ ~~~anG o _ ~
NOTE 2 ~ r
Oradad alopaa and i?la--Pro4wdva atvrar must br satahllshsd on BII graded slop;ae and idly whhln 29 aolundar doya atlsr a phaaa of gradnd a oanpbtsd ar has fdmpaaNt caoadd. 1;
I, ~ W
CNEDULE SEEDING S
~"i0N SEQUENCE CONSTRUC
devices and structures. i iii entl and continuously maintain all erasion control kXiST. E1., 791.90
The .contractor shoe d g y r
r ed rode.
Stabilize site. as areas are brought to finish g coOL sEASON TEMPORARY SEEOINO FOR WARM AND t~ ~ ~ RISE 70 EL. 788.60
e OSIOn COntr01 r(leaSUreS. ER SEASON STEEP SLOPES ~no+~ ~ S1DE5, 4.67' CX{5'1". EL 787.72 ~ ~
ith Erosion Control ins ector prior to removal of r EARLY suMM Coordinate w p
SEEDING 40 Ihs/acre aF Oermon millet 120 Ib"d oars Rya {grain) nntr0l hilXillRE' IIO Iba ab+w of toll faaua b0 Iba~cre tail taauo
t i a ~ rdanee with he N. C, Erosion an ~ S dement C / ro4 measures sha11 be construe p All eroslor~ .coat , i J 61oy 1 - Auqutt 15 October 3d - bae5trdlar 50
'n aril Desl n rnt~nual, U. S. Dept. of Ag Ic tar . ~ , Plannl g g ~~roo"
r SEEDdJG 12aiertlUze if growth Is not fully adwiuata. 6alw n Daaambdr SO - Pnbnwry 151sa ndaso. EL. "174.'71 _u~ ~3 a
1 / 0.4T6S odd o0 Iba/acre of annual {fobs p 1 ( Apply 40D0 Iba/ecru btraw or tigalwlant Apply FOOD Iba/aora atrau or ;qulvalanl 't y I hydroseadlnq. hydroaaadlnq, so"aun.Er PIPc
l I Ir r r SEEDWO Apply I[ma and tarUllzu par soli taaW, or 206D Apply lima and tarklllzar par nofl taata, or 200D `~~L, 712.0
- ~ ~ / id N iS Iba/oora Ilma;.ton& and 750 15a/acre 10-10-YO Ihs/aaro Ilrnastotto arrd 750 Iba/aora i0 f0-10 t 1 ~ Or kAIE D EN tarillizac tortllizan
(1 ~ t _w___.-.__.__-.~.. Il 1 1l , _.Y...~.,._....._..... / .
Il 1 ll ff !r ~ r
j 6t, iRRI TiO Ll~ j:.. , r
ll ' NO7 TO SCALE 1/ l~
~ tl „ 1 ~ r. ~ SEEDING LE
1! ll r 1ri rf $ (SEA 4p .lLiR y 4 . _
JI ( yf P li r' \ 1 ll ll 1 ,rt,ry Y, GAZELLE INVESTMENTS, Ll ~TMENTS, LLC ~nr ro scam......
it > ~ , yry r _ , 1 ,~I 1 , - - \ TRACT~1 ;T~1
=79419 1 !l ~ l l r , \ \ i - " ~ ~ PLAT BOOK 51 PG.35 51 PG.35
GRATE=794.15 ~ ll . r \ - ~.....-•5~.....-.t.~.,, ~a. 1 It 1 j ~ 1 ; EED BOOK 1798 PG.66 iNV,IN=791.50 r ~ , { lr / t I ......_._...a..,_----~._...,_~.y.....~.........•;::..r.~=- ".`w''=~:~` - \ ~ 798 PG.880 ~
_ ~ 1 _ ~ _ INV.OUT-789.8 ~ ; 1I 11 ; ( p' r1-- - _ t I _ ~ ll RI 7 ~ ~ + d R ~ ` , I + _ - ~ TAX~4647037737 7037737
~I IG 1 ~i 6.22 v 1 I - ° I 1 !N 7B 1 I d I 7 r - __IN-;1~7~~7•---""- - - ` 50 n 75 an 90n
1 U 8 - _ --,Y.,... --_'~'1:"78'7;#5~ \
_ _u . C8 T90~795>83 f I 11 r i ~
r ~ GRATE~795.51 + ' ~ it 1 ! ~....w.,. ll ~ 1 ~ , . SCALE: 1" = 50'
INV.DUT~792.90 r rll 1 I - ,.....r - m Lli'q I 1 ll II r ~ 1 ~IP-~ , - h~~.~ l ?
4 t 11 I t _ RIM 796.83 ~
• ' M 1 ~ Rl 781.54 ° d I I f ~ ~ / - rr ~Y.~.. , ~ \ IN 790.16 OUT 789.9E
3N 7 774,64 ~ ~ 11 r , , (1 f ~ ~ _ J r 4'
IN(30 774.68 r r ~ ~ I t1 ~ a , - r.. - _ - , RIM 796.78 ~
OUT 774,44 i' fr ' i! I ~ ~ ~ ~ ~ r ~ f +11 i ~ - ~ W ~ a~h:~ , , r~ I j r r P OPOSED POND OUTLINE,ELEUW~78Cv IN 791,32 RIM 803,23
i ~ , ~ ,.a OU'r 791.12 IN 791 62 .
IM~~7 1 f 1 RI 5. 7 j 1 D SHED LINE) I l~ ~ I r, r 1~ j i t , 1 ~ ~v 1 ~?\j~jt_ mow'
V r. I I 1 + f 1 I 713 , Oq { ,.Y 1 I 1! l i ` I r i ~ ~ bUT 791.47 ,elf _ / t_
I 1 - ti-+ ( ! i it I 1 I ^__.,..tl
~ ' III II - )I E r ; i i _ _ , ~ / , 1 ~ `
i j( C i ~ t~ j E.1 I! 1 ill I j i i + ! I ! I ~ I ! fl , I: 1 , 1 , I MORRISON PLANTATION Iv1ASi~ER ASSOCiATIOIJ RIM 806.08 l IN 793.28 ~ j
d I I + ~ 1 l Ii II iI \ jI ~ li I I 1 + CONTOUR iNTERVAL5 ARE TWO FOOT , r ; 1 ~ ; ; )I {i r , ; l III. ,1 EPT WHERE snowy I DB, 1309 PG, 121 ~ ~ ~ \ OUT" 793.09 ~
~ ~ 1 ~ I I li ~ I ~ iE li , ii ~ , r 1 ;j I t EXG 'd '~ai}'~r`I jIi fl ~ f rrl i~ I1 1
'...I-,~._1,~, I , I ! it ii , I i' ~ 1 ! t , ,
~-~l i~T I I III ~ --..~~1 . rr I I 1 1 1 t-.1 F Ip P. 11 I l{ 1 li 1 1 r 1 ~
' z .I PI 11 I , I ~L~ralc I 1 - -_°i l / enx , r i ,'o ~ ~r f j I ; ; ' ` it ti /j~
I I I 1 .g I I ~ v r I + r I I ! C t I + 1 }N CONC OU1"tET MODIFY PER DTL.) _
s i 1 + I EXIST bar I r e i !l t I t t I I II 1 8X8 TOP = 92.90 - /w~ 1 I ( t TRUCT tRE -_--_`"".._-'.._„~.~~`~~h•~
I I I i I I 1 ii ~ , 11 I li T CREST,=7137.72 _ ~ - , ! I I I I 1 i ( III I TOP 0 LE _ ~ - _ HEADWALL 'fOP~78 .17 I I 1 I + 1 I 1 iI .r„5~
I t i j 1'I I 11 7r. ORI CE.=7$ 53 ~ ~ ~ r~ ~ TOP-- l7 3 r I I r I ~ E I 1 I I - ' .r'-"`"`___ _ ~ WINGWALL • r I I I, i d, 1 I! \ti I I I f 11 1 11 1 INV.-7 d,85 y , ~~~.~W~` 1-IEaOWAI_L TOP=793.8 / ~ ~ i ~ ~ ~ ,7~~ _ . _M_
RCP-7 2.57 I i I i 11 I I t VOUT 6O 1 i IN . f I I i f i 1 r . \ i r' r ' r j I j I I ! I ' ii li 1 1 1 1 I , r-' i rf r r.. +r ~ ~ e zro 9y WINGWAI.L TOP=790.4 ~ \ ~ . ~ ~ `a a a~~
~ I I 1 l I I t l i I i I I i ii ~ , , rf I I i f 1\ I, t ~ It'`, i k i 1 I { r'' r` ~ ~ _ -r~ INV.OUT 60"RCP- 78G. j ~ ~
v~~ v~ it i I l I 1 t ~ ~ ~ r ,.-x94_ ~ _ I x94 - Mw_ `''~.,,y , , ~ _
RIP RAj~ t I >f + i of 1 I r o _ "ti,.,. \ r 1 it n I tl i 1~ 1 , r - 55 X36 t I I i I l 1i7O 0 ~P, { .34>~ + 1L~ ~..--'''"r_.._ - ~ i i \ ~ ~ ~ ''r
I I - 6 BRAIN ~ _-~86" i r... I l ~ 1 r` `ter " ...rrr it r,,, ```y yt, it " , ,1 li IN~1(.-715.1 ~t I li tG.~
I i1 i - ,j I l l i ii 1 1 4 1 t r r r . 8M SET 1$ •~nS) I l II 1 1 + t t I +I F r- ~"i "r i r•"'r r-~ r-r I r IN .t, ,1 ' , ' r ~ ~e+.,.,1`/ ° o-Yl7 ~I"2~ r'~~ `L.~~S' `may ti ~ • } , 4"~ «caixi a
TOP R~BAR='17.05: r'f , 1 i II I t 1 ; 1 I, ~ ~ ~ r-, / ' , _s~ bd,.. ,/J /rte Y~ ~J * f/. ~ ~ G. 1~`'r" V`^~. ~'d?6d'S53"6ac:,~
1 t i,l 1 i , t 1 S1 l , - - rl , 1 y r.^' f f ~ I 1i I 1 t t j t ire .err ....r.. r r'' r''' 1\~ f ~ ,r I ~ ..,..,~.;--:.era.
. - I _ r ~ + ! I 1 i1 14 t 1114 4 t / ~ r r0 ~ ' ~ i J,i ~ ' INV.=787.25
1 CE MAIN I I i { it i 11 ,t ,1, ,t 1 ~8~ " " . Ihl r8 0.661 4$ I , , , `L-..--.;.-.---',-, .r'J ; ~ ~ r ~
~ry ~y t 1 I . i 12 WATER MAiN aft ~~~.t~ A T'7 2,79 1 4{ 11 ; ; , , ~ r=19~-',,. , ; . 1
I1 , \ I : ` GAZELLE INVE 1 11 1 ~ ,a .,.rr ~g DB.1729 ~ZELLE INVESTMENTS, L.I.C
~wd l ~ 7 41 4i t ~ ~ l t V ~ - < ` 1 LYE -1 1 { u 1 ~ ..4 ~~N~ V PLAT E300K
~rse.a~~ 1 141 11 4 1\~ _ S,Y,-~~.,ti>~ ,q1 LAT BOOK 48 PG.126 ~
1 \ 11 t ~ NV=i~l~ . '~i~ ,2n r TAX ~~`Y I 1 IV 1 ,f - ~ ~ ~ U,~~~ TAX~4647036077 ~ ~
G ' ~q 41 4 ~ \K - ? ,,.^r - r, ~ t ap M.t ~ ~ •,:'i n 11 1 ~ t, ~ . r ~3k xt ~ o
I 114 Vic ~ , - s ,
11 - 1 ~ ~T,{~ g~$~p,~ ~r ( >ry""~ _ % r r-~~-r''! % g•~§~y,~~,r a a 11. r ~i~,..r,N. ,...,y 1. ~.'.u'd k .•'k;.'~ ~ 1y'11 114Y:~t,7
t Il . - ti~""'_'' : ~ ~ .~r4.7SVL' ~ r ,t;t1"~ill~lro ~!a~" k^ -q.~.•'~ ~ ~.••y ~ ki~~ ' ~1V3 , NT
1 '.l: t • ~,a
6 IRRIGATION L E~ 1 S ~ ~ .
1 1 (C0 TB 8.54 I r • , , . j l1GRATE= a~1o , RiM a,s6 •~~••f
1 E IN 799.05. ~ ? 11M1V. UT-79~.8 11 OUT 79$,$6 •o r-'~--.. ~
1 11 11 1 ~ ~ ~ • , J.
w , It 11 11 ~ 11 11 t 1 5~ , . r ,
~ It 11 it 1 n ~ ~~T
it Il 1 c ~ I~ ~
1 1 11 11 11 1 ~ ~tD l~ .r ~
111 11 t PLAN VIEW ~ i1 11 1 NUT' TO SCALE ~ i , 'i . PLANTINGS ZONES AND PLANT SELECl'ION ( ~ SLOPE
1 ~ 11 1~ 11 t ~ 11 11 1 ~ PER THE DMP DESIGN MANUAL, CHAPTER
~ 11 11 11 ~ 11 i~ l1 1 b ~ APPENDICES.
l ,1 1 11 zn~l~s; sr~ a~ I 3 i ~ I. 1 s 2 _ 1 ~ ~ s~EU _ I ~ 111 it ~ 1 't
~ 11 1 ,1 11 1, 2. ALL PL~INTINGS SMALL PE LOCAL NATIVE 786e5~
it i' 11 1 1~ 11 t1 ~ 11, tl ~ 11 y SPECIES.
~ 11 1R \1 1 ~
111 Al 11 3. 1~2RIGATION MAY BE PROVIDED FOR INITIAL
11 ~ , Fl 11 ~t, t ~ 11 11 ~ vE 1 1 1\ 11 h ESI~ABLISHMENT AND DRY SEASONS. ® ~~~w~~~
1 1\ \4 111 11 1, - __~~r.... 4. K; O G T ~ ~ 2008

da H rII~R.\jyA7ERQUAUlY VE?LANDS AND SToRM'MATER BRANCH INOT O SCALE
POND CROSS SECTION
Nor m scar

A*,
Geotechnical, Civil,
Environmental &
Construction Materials
Engineering
GROUP
LETTER OF TRANSMITTAL r. 0_NC %12
To: 401 Express
Parkview Building
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
Attn: Lia Myott
We are sending you: 0 Attached r_-] Under separate cover
VIA: 0 Overnight 0 Regular Mail
The following items: Shop Drawings H Prints
ESpecifications Copy of Letter
kV A as
DATE: 10.10.08 Job#CH08.0585.CV
Morrison Plantation BMP#3
= Pick-up = Hand Delivered/Couriered
x Plans R Disks
8 Change Order Other
Copies Date No. Description
3 Design Calculations
3 Sets Plans
THESE ARE TRANSMITTED as checked below:
x For Approval As Requested
For your use x For Review and Comment
Remarks :
Approved as Submitted
Approved as Noted
? Returned for Corrections
Q §@g %
`? 0 ?? ? 1 3 2008
: lTY ?;G
pFI1R_WATERaQUAI?RBR/i
WETI Ay'U` Olu bT?
Copy To:
Signed: Scott Gregory
500 Clanton Road Charlotte, North Carolina Telephone Facsimile
Suite K 28217 704.525.2003 704.525.2051
i
Morrison Plantation
Mooresville, North Carolina
BMP #3 Modifications
GEOSCIENCE PROJECT NO. CH08.0585.CO
PROJECT
CALCULATIONS
October 10, 2008
:? ?? ..?E Ada ?9?1
.`. SCAB
O
w
10725
•
?b,`i?,? $ CAS-p??``•, ? . `?'? ? W?
?,J j ?, 3 708
u ct? ?` \? ,TORN { pTEk yiti??+1
?T?pyD,; p, D
GEQSCIENCE
GROUP
Incorporated
= 2 Z
t
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?y
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d

2 G?
e5 T71 6-1-6

p 7 ?_

rr /1-?- ?r Lv
IT t?r? V O t, D ?`1nfLn-i L ??o L I/Dw w?
j
GZ G/ S 3 l/DL 66/ ?l ?o t T 3
jlE'G ?OL ' QZ ?P l Ll! 6 =
L J l3 Z ?Z ?j { 3
/

Calculate Post Tc

First 100'

Head= 4 ft
- ---
mannings= 0.011 _
02= 3.12 in
Length= 100 ft -

So=H/L= ' 0.040 ftlft
- - - --
I

Eqn 3.3 TR55 manning's n for sheet flow(table 3
smooth surfaces(conc.,asphalt, g
Fal"no residue)

-

Cultivated Soils
Residue cover <20%
Residue cover>20%

- -
Grass
_4
Short grass praire .1_ TR-55)
ravel, or ba
re soil)

i
0.011
0.05

.06
0.17

.15
Tt=0.007(nL)"0.81P".5`So^.4 Dense grass 0.24
Tt
=
' Bermuda rass
? 0.41
Son
- ft
L - --
Ram ---
- l -- - -- - -

-
0.13
- -_ ---
h- 5 ift ! i
s= -0.013013 ftM - Woods
V=16.1345(s)^0.5
1.851
V=';
fps Light underbrush
Dense underbrush 0.4
0.8
_
T=U(3600V) (3.15)= 0.057 hr. _

a oncentrated >wlow
- --
-
---- -- -
Remaining 2000 it (channel will remain u ndisturbed)
analyze channel from Williamson Road to pond 1

S= 3.5%
assume depth of 1 ft and solve channel for Discharge
Flow Area- 10` sq.ft.
-
Wetted P= 18.2 ft. - ----- - -- - - ---- --
---
-- -
------
-----a/p=
0_53' -----
_
i
mannings n= 0.045

V=11.49'`s^1/2 /n=
4.11
11211

Tt=U(3600V)= 0.13 Hr.

. 1
Tc=Tt+Tt..
Hr.
'

i

Page 1
mord"m Plantation
A 03- _

Poll Ve kow
ation Area Delta Vokww Vokone Average Volume
(M) (ft9) Depth (ft)
780 14,309 0 0
----- 0
-
-- -- 84,822
782 70,513 84,822 1.20 1.95
-----
------- ---------- 187,055 - --- -----
-----
784 -------------
116,542
294,563 271,877 2.33 6.24

- -`
786 178,021 566,440 3.18 13.00
_
- 94,976
-
786.53 80,378
-180,378 661,416 3.67 15.18 _
- - 270,501
-
--
768 -- 187,650 -- - - 931,916 4.97 21.39
----_ - -f -- ---- - --- 389,180
790 201,530 1,321,096 6.56 30.33
418,435
792 216,905 1,739,531 8.02 39.93
447,696
794 230,791 2,187,227 9.48 _ 50.21
473,482
---- - - _
796 - - 242,691 2,660,709 10.96 61.08

For My Vohwee
Ievation Area Delta Valwm VNwae
(0) (fu)
- -
782 28,167 0
- 59829 _
784 31,662 59829
--- 76064
786 44,402 135893

--- --
IA Volume
Elevation Area Deka Vokmw Volume Vokow
(M) (W) (ac-ft)
786.53 180,378 0

- 270,501
788 ? 187,650 270,501 6.21 _
389,180
790 201,530 659,681 15.14
418,435
_
792 216,905 1,078,116 24.75
__ 447,696
794 230,791 1,525,812 35.03

- ----
473,482 _
796 242,691 1,999,294 45.90

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HEC-1 INPUT
LINE ID....... I....... 2....... 3....... 4....... 5....... 6....... 7....... 8....... 9...... 10
1 ID MORRISON PLANTATION - BMP 3 - 2008 REVISIONS
2 ID 1/3 PMP YEAR
3 ID GEOSCIENCE GROUP, INC.
4 IT 3 0 0 1800
5 IO 5
6 JR PREC 10
7 PG 1 1
8 IN 6
9 PC 0 0.009 0.018 0.02 0.026 0.035 0.045 0.054 0.063 0.072
10 PC 0.082 0.1 0.109 0.126 0.137 0.159 0.181 0.204 0.238 0.292
11 PC 0.366 0.447 0.52 0.593 0.625 0.652 0.673 0.691 0.709 0.727
12 PC 0.745 0.762 0.772 0.799 0.816 0.827 0.836 0.845 0.859 0.874
13 PC 0.683 0.892 0.901 0.91 0.919 0.928 0.937 0.946 0.954 0.96
14 PC 0.966 0.973 0.982 0.991 1 1 1 1 1 1
15 IN 3
16 KK DRAINAGE AREA
17 KO 21
18 KM REVISED DRAINAGE AREA ADDING 14 .5 ACRES TOTAL AREA = 15 6.5
19 BA 0.245
20 PR 1
21 LS 0 87
22 UD 0.126
23 KK ROUTE
24 KO 21
25 RS 1 ELEV 786.53
26 SV 0 6.21 15.14 24.75 35.03 45.9
27 SE 786.53 788 790 792 794 796
28 SQ 0 1.51 2.06 2.49 159.01 266.48 391.1 470.41 529.21 582.1
29 SE 786.53 788 789 790 791 792 793 794 795 796
30 KM TOP OF DAM
31 KO 21
32 ST 795.5 50 3 1.5
33 ZZ

* FLOOD HYDROGRAPH PACKAGE (HEC-1)
* JUN 1998
* VERSION 4.1
*
* RUN DATE 10OCT08 TIME 08:56:09
+
++ +++++++++++++++++++ ++++++++++++++++++++
MORRISON PLANTATION - BMP 3 - 2008 REVISIONS
1/3 PMP YEAR
GEOSCIENCE GROUP, INC.
5 IO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 3
IDATE 1 0
ITIME 0000
NQ 1800
NDDATE 4 0
NDTIME 1757
ICENT 19
MINUTES IN COMPUTATION INTERVAL
STARTING DATE
STARTING TIME
NUMBER OF HYDROGRAPH ORDINATES
ENDING DATE
ENDING TIME
CENTURY MARK
COMPUTATION INTERVAL .05 HOURS
TOTAL TIME BASE 89.95 HOURS
ENGLISH UNITS
DRAINAGE AREA
PRECIPITATION DEPTH
LENGTH, ELEVATION
FLOW
STORAGE VOLUME
SURFACE AREA
TEMPERATURE
JP MULTI-PLAN OPTION
NPLAN
SQUARE MILES
INCHES
FEET
CUBIC FEET PER SECOND
ACRE-FEET
ACRES
DEGREES FAHRENHEIT
1 NUMBER OF PLANS
JR MULTI-RATIO OPTION
RATIOS OF PRECIPITATION
10.00
* U. S. ARMY
* HYDROLOGIC
* 609
* DAVIS,
* (91
*
*** *** *** *** *** *** *** **+ +++ *** *** *+* +** *** **+ +** *** *** **+ *** *** *** *+* *** **# *** **#
***+*+++++++++
* +
16 KK * DRAINA * GE AREA
* +
***+****+*++++
17 KO OUTPUT CONTROL VARIABLES
IPRNT 5 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 21 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 1800 LAST ORDINATE PUNCHED OR SAVED
TIMINT .050 TIME INTERVAL IN HOURS
* * * * * * * * * *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** * * * * * * *** *** * * * * * * *** **#
***********+**
* *
23KK * ROUTE
* *
*««*****««««**
24 KO OUTPUT CONTROL VARIABLES
IPRNT 5
IPLOT 0
QSCAL 0.
IPNCH 0
IOUT 21
ISAV1 1
ISAV2 1800
TIMINT .050
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS

* *
23 KK * ROUTE
« *
31 KO OUTPUT CONTI
IPRNT
IPLOT
QSCAL
IPNCH
IOUT
ISAV1
ISAV2
TIMINT
ZOL VARIABLES
5
0
0.
0
21
1
1800
.050
PRINT CONTROL
PLOT CONTROL
HYDROGRAPH PLOT SCALE
PUNCH COMPUTED HYDROGRAPH
SAVE HYDROGRAPH ON THIS UNIT
FIRST ORDINATE PUNCHED OR SAVED
LAST ORDINATE PUNCHED OR SAVED
TIME INTERVAL IN HOURS
PEAK FLOW AND STAGE (END-OF-PERIOD) SUMMARY FOR MULTIPLE PLAN-RATIO ECONOMIC COMPUTATIONS
FLOWS IN CUBIC FEET PER SECOND, AREA IN SQUARE MILES
TIME TO PEAK IN HOURS
RATIOS APPLIED TO PRECIPITATION
OPERATION STATION AREA PLAN RATIO 1
10.00
HYDROGRAPH AT DRAINA .25 1 FLOW 1087.
TIME 2.30
ROUTED TO ROUTE .25 1 FLOW 542.
TIME 2.55
** PEAK STAGES IN FEET **
1 STAGE 795.24
TIME 2.55
PLAN 1 ...............
RATIO
OF
PMF
10.00
SUMMARY OF DAM OVERTOPPING/BREACH ANALYSIS FOR STATION ROUTE
(PEAKS SHOWN ARE FOR INTERNAL TIME STEP USED DURING BREACH FORMATION)
INITIAL VALUE SPILLWAY CREST TOP OF DAM
ELEVATION 786.53 795.50 795.50
STORAGE 0. 43. 43.
OUTFLOW 0. 556. 556.
MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME
RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILL
W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOUF
795.24 .00 42. 542. .00 2.55 C
*** NORMAL END OF HEC-1 ***
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