f
o
{
4
'5
f
3

-‘P'. .':'4:..-”..“."

t?“
I )

I o
‘ ~ -
‘

 

9&0“. .-
,'I ‘. '
A. . . ' V' 9'
‘ _...'C

AH

DESIGN OF _ ROAD AND swan
systems ma A u. secnow

'l‘hesitst for the Degree. of B. .8.
MICHIGAN STATE COLLEGE
C. G. Hansens
I942

 

 

 

THESIS

Iii"

 

 

 

DESIGN 01' ROAD AND SEWER SYSTEMS

run A i SECTION

A Thesis Submitted to

The Faculty of
III CHIGAN STATE COLLEGE
of

AGRICULTIEE AND APPLIED SCIENCE

by

0.: G. Hanson:
f-d
Candidate for the Degree of

Bachelor of Science

December 1941

Q
\-

\

DEDICATION

To the non now standing behind the guns while
we canplete the assimilation of our education
in preparation to supplying them with.more and

better arms, this book is respectfully dedicated.

143089

A C I N O W'L E D G E M E N T

The author wishes to express his appreciation to
the faculty of Michigan State College for any
assistance rendered in the preparation of this
thesis and also, publicly to express his thanks
to Mr. W. B. Williams of Grand Rapids. Michigan.
for the loan of the contour nap and traverse of

the & Section which formed the basis of the problem.

I 0 R I W O R D

The basis of this problem was a contour map and traverse
of aw} Section from which a road system was to be designed
and computed, the drainage areas estimated, the road grades
designed. and a sewer system suitable for combined storm and
sanitary sewage designed.

The road system was designed with a view of utilizing the
natural drainage channels of the land and was precisely computed.

The drainage areas were estimated from the contour nap and
the grades so designed that the intersections of street center
lines meet within .02'. a difference which could easily be
accounted for in construction.

The values of sewage flow used in the design data are of
store sewage from the Hill formula for rare storms with a run-
off coefficient of .40.. The volume of sanitary sewage in 0.3.8.
with the steep slopes and corresponding high velocities is so
small as to be negligible. lhe system, however, is so designed
as to serve all the lots.

The lot system as designed is not precisely dimensioned.

COORDINATES OF CORNERS

 

 

 

 

.6 .fizil5'
W3 2a gnu/w id 9/2427
NE if Sec 2 7
7 7 /V fi/Z W It“
‘s N.
‘0 ‘h u
\- -s
Q. § :
“is °°
swam 1539/5 5339' i
.4 f2%%»7/fi/ A?

Covell Rd. is assumed to run true north (AB)

Bridge Rd. Bearing - S 880 43'

Bristol Rd. " = S 00 07'
Fulton Rd. " = N 88° 46'
Point X
A 0.00
B 0.00
0 2682.75
D 2638.75

20" E
40" E

10" W

Y

0.00
2652.31
2593.59
- 56.69

(BO)
(CD)

(DA)

Line

BC

CD

LATITUDES, DEPARTURES, AND COORDINATES OF CORNERS

Distance Logs
2651.8
1.76882;
Loos 8.348287
2633.5 3.420534
Lsin 8.899889
3.420426
8.488876
Loos 9.999999
2650.8 3.423377
Lsin 2,847488
0.770862
;.753408
Loos 8.331939
2639.15 3.421464
Lsin 2.899900
3.421364
Totals
Difference

Correction

Latitudes
2652.31
8651.?!
72
58.725
28
2650.795
69
56.677
2708.477 2709.518
2708.477
1.041
2709.00 2709.00

Departures

0.00

75
2682.85

5.90

2638.75

.20

2638.65

0.00

65

2638.55

2638.65

LOCATION OF SHAWMUT BOULEVARD

 

 

 

 

 

 

6‘
3:
V
x,
¥
z7=2?ZET' 45,
7’5723/ "‘3
40° 5
29
Lat. of DE = 4 703.20
Dep. of DE = - 1.87

Lc - 23° 43' 10" = 1,139.81'
20 05'

180° 07' 40"
110° 00' 00"
N 70° 07' 40"

230 4;! 10“

N 46 24‘ 30"

 

Bearing of EF

Bearing of FB

Logs Lats
2.489673 4 308.80
Lcos. 9.531381
2.958291
Lsin. 9.973337
2.931628
BF = 1782.442 4 16982
BF = 2,461.76

Length of Shawmut Blvd. =

Coordinates of Pt. E

X

2636.78

Y 646.51

Deps Coordinates Pt. F
- x Y
955.31
- 854.34 1,782.44
3,354.28'

LOCATION OF ROADS

0 Rd #1

Coordinates of intersection of Rd #1 &
Shawmut Blvd. desired

 

Given D = 5°

Road #1 is perpendicular to Covell Rd
1785 ft. N. of PL."A"

Also find T & [,7

o(

460 24' 30"

 

 

distance from B to P.T.

d
,, .
05 ref oft/m rc' = 5

1577/6/42/ifi/
r2 = (L {- d cos.0()2 1‘ (d sinof )2
r2 2 L311 2Ld cos.o( ,1 d2 cos.o(' ,1 d2 sin?“
r2 = L211 2Ld cos.0(‘ f d2 (cos.20< ,4 sin.20<)
r2 = L2 ¢ 2Ld cos.o< ¢ d2
3 =

1,313,957.8384
1,313,957,8384 = 218.972 4 301.97d 4 d2

d2 4 301.97d - 1,266,009.9775 = 0

 

 

d = -301.97 £IV9119518809 1 4-1266009.9775
2
d = -301.97 4 2270.51 3 984.27

 

2

Coordinates of P. C.
X s 0.00
Y = 1725.00

Coordinates of P.T.

72427 712.83

M

sin.
984.27
cos.

68951 678.56

Tan. C

712.88

218.97 #999:

Ui‘n’w.

.Q

a)
«.3 ; 0
Ca (1)

 

LT
C

r-fi
uU

I

Q
(I)
.15.
(:0
Q

Tan.

(H1)

Coordinates of P.T.

712.88

1'.

Y 1973.75

Intersection of Rd.

or. - - t. 9.
oncwzret 1.1V- .

1

&

30.41147 2

Given:

Degree of Curve - 4°

 

 

R - 1432.69
Center at X = 100.00

Y w: 2800.00

0( = 46° 24' 30"

 

Find: d & Coordinates of P.T. (d - B. to P.T.)
Lc P.C.
R2 = (d sin.0\ «100)2 4 (147.69 4 d 003.91 )2
83 .. 62 3111.34 -200d 316.4 4100000 4 62 cos.20<
4 295.386 cos.e\ 4 147.692
R2 . 62 .. 2006 916cc 4 295 6 cos. < 4 31.812.3361

2.052.600.6361 62 - 2006 - .72427 4 2956 ' .98951 4 31,812.3361

62 - 58.5516 - 2020788.3 = o

d - WW
2

6 = 58.52]. i. 8,079,724.98

2

6 - 58.551 :3 2842.503 = 2786.95 3 1393.48
2 2

Coordinates of P.T.

X 8 1393.48
Y = 2858.3 -
Y = 3652.31 -

811. = 1393.48 - .73427 z 1069 :6
1395.48 cos. - 2852.31 - 1393.48 °

r8951
960.82 = 1791.49

 

U)
I
*U

(

7 4 147.69 =4/EZ -

 

1003‘: 72,052,600.6361 - 10,000

 

U?
I
"U
C)
l

.oordinetes cf P.C.

 

x... 0
Y 2 1281.51
1 = e 4 ¢ - arctan 100' ‘ 4 aroton 1009.96’- 100
1420T20‘ 980.82 4'147.69
= arctan 100 4 arctan 909.28
1429T20 1108.51

4° 0' 6" 4 39°

430 22'

arctan .08996 4 arctan .82025

Cb 39"

45M

ROAD A

Data

Bearing = N 70° 14' E

0 Given: D 12°

R 478.34

Bearing = N 19° 46' W

 

 

Given: D = 4°
Lc . 433'
D
I - 170 20'
C‘ Bearing = N 2° 26' W
V
Given: D = 1°
Lc = 1302'
I = 130 01'
£3
Bearing - N 10° 35' E
/%64
' Coordinates of Pt. A
(WA x - 328.94

Y = - 7.07

R41. A.starts 329' E of corner of Fulton and Cornell Rds. and runs N.

478.34

218.37

872.07

653.70

 

456.62

142.51

- 65.06

208.45

- 37.03

- 871.29

120.07

sin. = .95459 a
sin. = .29793 I
COS. = e95459 3
Tan. - 42878.8
218.33
.04
218.37 = T
sin. = .04246 X =
cos. = .99910 =
T = 653.70
sin. = .18367 X =
cos. = .98299 =

641.58

Coordinates

803.54

1856.76

346.92

1714.25

1

411.98

505.80

449.01

634.51

328.94

7.07

(Pt. 0)

(Pt. E)

(Pt. 0)

(Pt. B)

(Pt. A)

INTERSECTION 0F ROAD A AND SHANMUT BOULEVARD

3 Corner Bridge & Covell Rds.
BJ z Shawmut Rd.
= Center of curve forming
5 Rd. A

Given OJ : 478.34

ac = 46°24'30“
Coordinates of B & 0

Find coordinates of J

 

 

 

K a
X- 603 5“
Y=/fl.5'6.76

427: 6/

95.55
03.54

8%
III
(BK!

Tan 0 = 803.54 = 1.01004

4 = 45°17'10"

 

013 = 4795.55“ 4 803.542

 

=/1,278,576.3341 = 1130.74

L 0131 2. 46°24'30"

45°17'10“
1 7'20”

 

 

 

 

 

sin. OJB = gin. 1° 7' 20" . 1130.74 = .01959 . 1130.74
478.34 478.34
sin. OJB = .04631
OJB - 187° 20' 44"
187° 20' 44" 1890 59' 60"
.10 7' 20" 188° 28' 04"
188° 28' 04" 1° 31' 56" = L BOJ
BJ = 478.34 - sin. 1° 31' 56"
sin. 1° 7' 20"
= 478.34 - .02675 . 653.17
.01959
sin. 3.72427 x = 473.07
653.17
cos. =.68951 Y = 450.37
Coordinates
x = 473.07 (Pt. J)
Y = 2201.94

Intersection of
Rd. A & Shawmut Blvd.

Bearing OJ = N 44° 52' 34" w

ROAD C

Given Data

figuhéz

 

- o u
, ”7353417 D " 5 30
R - 881.95
6’
Bearing FG - N 16° 26' E
F’ D - 9° I = 48° 36' R Tan. 922587
LC: 540' 287.33
.29
287.62
E'
Bearing N 32° 10' W
\17
D = 10° Tan. 109.82 I = 21° 42' L
109.96
C
Bearing = N 10° 28' W
D = 10° I = 440 12' R
Lo: 442'
Tan. 232.66
.29
232.95
Bearing = N 54° 40' W
A?
Coordinates
x = 1461.72 (Pt. A)
353%?

 

Y - 31.40

Coordinates

sin. = .95915 = 845.92 x = 253.18 (Pt. 0)
881.95

cos. = .28290 = 249.50 Y - 1302.44

sin. = .28290 = 81.37 x = 1099.10 (Pt. G)
287.62

cos. - .95915 Y - 275.87 Y = 1052.94

sin. a .53238 x - -211.66 x = 997.73 (Pt. F)
397.58

cos. = .84650 Y = 336.55 Y = 777.07

sin. : .18166 x = - 62.29 x = 1209.39 (Pt. D)
342.91

cos. = .98336 Y = 337.20 Y = 440.52

sin. = .81580 x - -190.04 x = 1271.69 (Pt. B)
232.95

cos. 57833 Y = 134.72 Y = 103.32

5 ROAD 0 41:11 SHAWMUT BOULEVARD

    

thfifimnwvfi/P
o< = 46°24' 30"
CC: 881.95

  

 

   

K.
§§ 6‘ X g 0
L; ; 01.22343
W’sxxaees'67/
67%VzhaV22772
farm/”f (x726

 

013 = /253.183:4 1349.872 -.-. 1368.42

tan :6 : 31-3-3345; . .18756

4 = 10°37'20"
0 = 35°47'10",
sin c . W . 1368.42
= .90730

c = 65°08'

Coordinates B

BOC . 79° 4' 50"

 

B0 = _§in. 79° 4' 50" a 881.95
sin. 35° 47' 10"
BC = 1480.91
sin. = .7242? X = 1068.58
1480.91
cos. = .69951 Y - -1021.10

Coordinates of C

X - 1068.58

Y = 1631.21

Intersection of Rd. 0
& Shawmut Rd.

 

 

D 2 4°
R = 1432.69
D = 22°
R = 262.04
P
(7
D = 6° 45'
LC: 425'
#7
(.713 1
D B 6
LC 3 378'
40

ROAD B

Bearing PO 5 79° 59' 33" E

Bearing NP N 10° 00' 27" E

I = 28° 41' 15"

Tan. - 6.75)1465.1

217.42

____._1.2
217.54

Bearing N 18° 40' 48" w

I - 22° 40' 48" [__

Bearing = N 4° E

Tan. = 621138.;
188.85

.98
188.94

Coordinates of K

X 807.85

Y - 17.36

262.04

217.54

406.48

188.94

sin.

C08 e

sin.

COS .

sin.

COS a

sin.

COS.

.98479

.17377

.17377

.98479

.32030

.94732

.06976

.99756

258.05

- 45.53

37.80

.214.23

-130.20

385.07

- 13.18

188.48

986.68

724.89

728.63

770.38

690.83_

556.15

821.03

171.12

Coordinates

(Pt. 0)

(Pt. P)

(Pt. N)

(Pt. L)

 

ROADS B & 2

Coordinates
X = .100 (Pt. T)
Y = 2800
X : 728.63 (Pt. P) ‘
Y = 770.43

T a center of curve forming b Rd. 2
S = center of curve forming 5 Rd. B

Bearing NP N 10° 00' 27” E

Coordinates
sin. 2 .98479 x - 1410.90 X - - 682.27 (Pt. S)
1482.69
cos. = .1787? Y - 248.96 Y = 1019.38

 

TS ai/782.272 Y 1780.623

 

- {3.782.553.9373

TS 2 1944.87

S=§a¢b1c=24osas

 

 

cos. §_= s = 2405.13 ~972.44 = .91618
§.= 23° 37' 30"
2
S = 470 15'
Bearing ST
Tan.o( = 782.27 - .43932
1780.62
0‘ = 23° 43' 23° 43'
47° 15'
70° 58'
Bearing SV N 700 48' E
sin. = .94533 X = 1354.36
1432.69
cos. = .32612 Y = 467.23

Coordinates of V

X 672.09

Y 1486.61

V - Intersection of Rds. 2 & B

   
 
 
   

109.96

637.27

ROADS B & C

OK = 262.04
EJ JK = 637.27
‘7 ED = 109.96

Bearing ED = N 32° 10' W

Coordinates

986.68 (Pt. 0)

>4
ll

.4
u

724.89

1209.39 (Pt. D)

M
II

Y = 440.52

sin. = .53238 X

- 58.54 X 1150.85 (Pt. E)

*4
II

.84650 93.08 Y 533.60

008.

.84650 X

sin. 539.45 X

1690.30 (Pt. J)

cos. = .53238 Y

339.2 Y

892.87

 

OJ = y167.964 ; 703.623“

OJ 8 723.39

Bearing OK

Tan.a(‘- 176.98 = .23870
703.62

°< : 13° 25"30"

 

 

262.04 ' 723.39

cos. Q -1/m= 811.35 - 174.06 = 4F745104226
2 be

 

cos. d,- .86315 Q, = 30° 20' ¢ = 60° 40'
’2 2 13° 25' 30"
74° 05' 30"

Bearing 0K = N 16° 54' 30" E

sin. = .27410 X 71.83

262.04

cos. = .96170 Y 252.00

Coordinates
X = 1058.51

Y = 976.89

Intersection of Rds. B & C

 

 

l (.1744
Coordinates
x = 1461.72 (Pt. P)
Y = — 31.40
sin. =-.57833 X = 331.78 X - 1793.50 (Pt. M)
573.69 .
cos. = .81580 Y - 466.02 Y = 436.62
sin. = .07846 x = 599.39 x = 0 (Pt. K)
7639.49
cos. = .99692 Y =7615.96 Y - 308
x - 599.39 (Pt. R)
Y = -7307.96

Coordinates of M
x = 1793.50

Coordinates of K

 

 

x 3 599.39
y 3 -7307.96
BL : ?639.49 LM : 573.69
RM : V7744.582 ; 1194.113
3 7836.10
cotan f = $194511 3 .15419 f,- 81014'04“ Bearing BM

 

q _ - a : |/802§L§4 ° 7450.95
cos._2_ - bc 7639.49 . 7836.10.

cos x . .99939 a . 2°
3 2 81°14'09"
q = 40 4O

85614'04"

L - intersection Rds. 4 & C N 4°45'56"E
sin : .08308 x - 634.69 Coordinates of L

7639.49 x = 1234.08
cos'= .99654 y = 7613.06 y 3 305.10

 

A?

.-L
KL
D =

AVI@*=
I :

 

ROAD H

Coordinates of K

I = 1545.56
y . 2617.88

. 100 ft.
Bearing due South

6°30'
336
21°50'24"

Tan -_-_ 6051110509

170.14 170.14

.08

170.22

Bearing S 21°50'24"3

Tan . 18)3308

183.77 183.77
.75

Bearing 381°49'24"“

270.22

354.74

184.52

sin

OOS

sin

OOS

sin

008

.00000

1.0000

.37202

.92823

.98988

.1421?

k:

0.00

-270.22

-131.97

-329.28

~182.65

- 26.23

Coordinates
x : 1543.56

y

37'

2347.66

1411.59

2017.38

1228.94

-1992.15

(pt. K)

(pt. 0)

(pt. P)

ROAD 10

[9
BT : 1571 ft.
5 . o
Bearing K46 24'30"U
M/o
Coordinates
y = 1992.15
sin .7242? x : 1137.83 Coordinates
1571 x : 1137.83 (pt. T)
cos .68951 y : 1083.22 y = 1569.09

 

 

-——-———2
PT . [91.112 ,1 423.06
13 = 432.76

tenet: 211.11. . .21536
432.06

o( = 1209'12" 12°09'12"
46°24'30"
58°33'42"

2
117507'24"

1;_T . [__P . 56°33'42"

¢;_S = 62°52'36"

sin 56°33'42v . 432.76
sin 62°52'36"

.65231 - 432.7_

“(1 _
Di - .88995

: 414.89 = Radius of curve

Degree of Curve : 13°51'18"

T3
sin .7242? x = -300.49 Coordinates

414.89 x = 837.34 (pt. S)
006 .68951 y a 286.07 y . 1855.16

ROAD 10

 
  
  
  

RV = 205

j§_RVG & GHP

GV’. GH : 287.94

. 90°

Coordinates

 

P x - 1228.94 (intersection
y : 1992.15 of Lds. 7 & 8)
R x = 1175.6?
y . 2626.08
2 -——————Z‘
R : V205 ,1 287.94
RG = 353.46
Bearing of R0
287.94
t-n n“.— 1.40459
3. g 205 I

¢ = 54°33'

1;_Rsv = 35°27'

Bearing RC
126°48'U

 

 

sin .45088 x : 159.3? Coordinates
cos .69259 y - -215.49 y = 2310.59
f-—.—-—2 --.-.--—3
GP : 318.44 / 106.10
- y“—-——-2 ----2
5H = 335.65 — 287.94
28 = 172.49
Bearing PH
tsnoC= 19334.19 - .33319
316.44
4‘: 18°25'38"
tan 2 =-§§Zd%i-— 1.66931
172.49 '
s : 5904‘38" 59°04'38"
18°25'38"
N40 39'H Bearing EH

89°60'

52°15'

27°45' 27°45'
40°39'
66°24'

-[_U

ROADS 9 AND 10

 
  
    

coordinates
B x : 0.00
y : 2652031

.JZZELZL_H____._.__

‘ (center Rd. 9)
L______“_;gaa_________.___ y = 2310.59

fY

(center Rd. 10)

h

Bearing BK : N46024'3O"

 

 

-—————-—2
1’8842/ 1139.31 _ (2,010,363.2761

BH _ _
BH = 1417.87
tanq_ ACES—é...— = 077591
' 1139.31
46°24'30"
4: 37°48'30" 37°48'30"

6036' = 1;,88K

sin 6°36' - 1417.87 .14954 ' 1417.67

. n" _
51“ ““H - 739.67 739.67

sin BAH .26656 BKH = 16°39'15" or 163°20'45"

739.87

Bearing KH 46° 24' 30“
_16° 39' 15"
N 290 45' 15" W = Bearing KH

Coordinates
sin. a .49628 x - -367.18 x = 516.62 (Pt. K)

K - Pt. of intersection of Rd 10 & Shawmut Blvd.

 

HG - 114510434797592
HG = 916.29

tan. 9 = 451.04 = .57955
797.59 s = 972.05

¢ - 30° 5'40"

cos. Q m: 972,05 - 232.18 = 14855418161
2 bd 287.94 - 916.29

.92489

 

 

COS .

NIO

22°21'

NIO

o
0 = 44 42'

Bearing G1 308 05' 40“
44 42'
S 74° 47' 40" W

sin. = .96500 X ~277.86

287.94
cos. 2 .26227 Y = - 75.52

Coordinates
X - 1058.18 (Pt. I)

Y = 2235.07

Intersection of Rds. 10 & 9

INTERSECTION 0F ROADS 6 & 7

q:
I

' Center of curve - Rd. 6

292 H

 

Center of curve - Rd. 7

Rd. 6 - 11° 30' a D R 3 499.06

Rd. 7 - 6° 30' = D R = 661.95

 

 

Coordinates
x = 1750 (Pt. H)
Y = 867
x = 2042 (Pt. 0)

.4
II

1850

G = Center of curve forming Rd. 6

 

H = Center of curve forming Rd. 7
GH a 72922—¢-9833
GH = 1025.35'
Tan 3 - 292 = .29735
983
¢ - 16° 33' 40" s = 1203.18

cos..4= m = [Whis-

2 be 881.95 499.06
cos. g,= .69721 g,- 45° 47' 50"

2 2

J = 91° 35' 40"

gin, J = gig.°¢
1025.35 499.06

99962 ° 499.06 = .48654
1025.35

sin.°‘

0" = 29° 06' 50“
16° 33' 40"
N 45° 40' 30" E 2 Bearing of HJ

sin. = .71539 X 2 630.94
881.95
cos. = .69873 Y = 616.24
Coordinates
X = 2380.94 (Pt. J)

*4
ll

1483.2

Intersection of Rds. 6 & 7

ROAD F

 

 

 

Coordinates
x = 2380.94 (Pt. J)
Y = 1483.24
x = 2636.78 (Pt. E)
Y = 646.51
BK = 660'
¢ = 19° 52' 20"
EJ = 1,836.?32 4 255.843
EJ = 874.97
Coordinates
sin. - .94046 x : 620.70 x = 2016.06 (Pt. K)
660
cos. = .34000 Y = 224.40 Y = 8'70-‘31
JK = 4364.862 4 612.332'

$3

705.03

Pt. K : Intersection of Rds. F & Shawmut Blvd.

tan¢ = 364.65 2 .59586
612.37

¢ = 30°47'20"

ROAD F

M = 95°

Bearing MK N 59°12'40" W

 

¢ = 35°47'20"
A, M = Center of curve
forming Rd. F
Coordinates
x = 2016.06 (Pt. K)
Y = 870.91
Rd. F
D = 19° R I 302.94
LC = 500.00'
Coordinates
Sin. = .85901 x = -260.23 x = 1755.85 (Pt. M)
302.94
Cos. = .51196 Y = 155.09 Y = 1026.00
Bearing MN = S 35°47'20" W
Sin. = .58480 X = -17?.16 X = 1578.69 (Pt. N)
302.94 -
Cos. : .8111? Y - -245.74 Y : 730.29

ROAD F

\
.N
Bearing KLM a S 74° 05'30" E
Bearing N0 - S 35° 47'12" W
Coordinates
x = 1578.69 (Pt. N)
Y = 780.26
x = 1056.51 (Pt. K)
0 Y = 976.89
Curve D a 50 45' R - 996.87 - L0 - 0N
(N0)
sin. = .58480 x = -582.9? x - 995.72 (Pt. 0)
996.97
cos. = .8111? Y = -808.63 Y a —28.37
Bearing MN = N 54° 12' 40" w
Bearing KL . s 74° 05' 30" E
3 - 19° 52' 50"
Bearing 01 = N 15° 54' 30" E
sin. = .27410 x = 273.24 x - 1268.96 (Pt. L)
996.87

cos. = .96170 Y - 958.69 Y a 930.32

KL 215.54

  

ROAD 5

¢ Br/fsfl/fi’q/ ’
'4.

 

6
w,
5.
.l (g;
L7
D . 8° D = 5° 30'
Lc = 309' LC = 465'
A . 24° 43' 12" R A - 25° 34' 30" L
Tan. = 8(125§.6 Tan. = 5.5)13QO.500
158.95 236.45
.___JJ£L. ___198_
159.06 236.53
Coordinates
X : 2638.65 (Pt. D)
Y a -56.69
Bearing DG 2 N 0° 7' 40" W
sin. - .00204 x = .085 x = 2638.57 (Pt. G)
417

Bearing CH = N 74° 40' W

Coordinates
sin. = .96440 x = - 228.11 x = 2410.46 (Pt. R)
236.53
cos. = .26443 Y = 62.55 Y-= 422.86
Bearing NJ 2 S 79° 45' 30" W
sin. - .96406 x = - 389.30 X = 2021.16 (Pt. J)
395.61
cos. = .17780 Y = - 70.34 Y = 352.52
Bearing JK - N 75° 31' 18" w
sin. - .96824 x = — 154.03 x = 1667.13 (Pt. K)
159.06
cos. - .25000 Y = 39.7? Y = 392.29

INTERSECTION ROADS D & 5

F
¢Aeci
A’
A
Coordinates
Bearing LP . N 53°18'10"E x = 1234.06 (Pt. L)
Y = 305.10
Bearing KP - N 75°31'18"W x = 1867.13 (Pt. K)
Y - 392.29

1K - 633.052 4 87.19

Tan.‘(= 57.19 I- .13773
633.05

°<= 7°50'30"

Bearing LK - N 82° 9'30“E

1,2 - 128°49'28"
1.x . 22°19'12"

L_L = 28°51'20"

KP - 39.03 - 482.60 = 395.85

.77907
Coordinates
sin. = .96624 x - -383.26 x = 1463.65 (Pt. P)
395.65
cos. = .25000 Y = 96.96 Y = 491.25

ROAD D

Bearing MT = N 180 20' W

 

Coordinates
x = 1755.85 (Pt. 3) (Page 21)
Y = 1026.00
MT = 975.07
x = 1234.06 (Pt. L)
Y = 305.10
MT
sin. = .31454 x = 306.70 x = 2062.55 (Pt. T)
975.07
cos. : .94924 Y -925.58 Y = 100.42

 

 

LT : 47205.723 4 628.472
LT = 653.63
LR = {853.902 - 655.452
LR = 546.82

Tan.oc

Tan. ¢

Bearing TR

sin.
655.45

COS.

Tan, ¢

Bearing TM

sin.
655.45

COS.

Tan.‘9€

Bearing LR

= 39° 50' 15"

= 204.68 = .24705
828.47

= 13° 52' 30"

. N 36° 17' 15"

.59184 x = -38?.92

.60606 Y - 528.33

= 306.70 = .33136
925.56

= 18° 20'

i N 18° 20' w

546.82 = .83427
655.45

.31454 X - -206.77

.94924 Y = 622.16
440.55 = 1.36119
323.65

N 53° 18' 10" E

Coordinates
x = 1674.63 (Pt.R)
Y . 628.75

X - 1835.57 (Pt. 0)

Y = 719.74

ROAD E

 

 

Coordinates
x = 1836.00 (Pt. v)
Y: -39.44
x = 1483.65’ (Pt. P)
Y : 491.25

Bearing TV = N 88°46'10" w

 

Pv =' 7353.152; 530.692

PV — 637.45

tan. ¢ - 555.15 = .66545 -
530.69

¢ = 33° 38' 3o"

Bearing Pv - N 33°38'30“ w

L_PVT 55° 07' 40"

34° 52' 20"

L_o
Bearing R0 . 5 56°21'30" w

D = 23° (assumed)

OR 250.79

12.00

RV = OR tan 0

RV = 250.79 ' .69689

RV = 174.77
TV a external = 225 = 12.00'
3
Coordinates
sin. = .99976 X = 12.00 X = 1824.00 (Pt. T)

.4
II

cos. .02149 Y - 2.58 -36.86

Pt. T a intersection of Fulton Rd. and Rd. E

Lc = 54°52'20" = 34872220 . 100 = 151.62'
23 23

ROAD 8

A.
4225 C

Coordinates of C

X 2632.75

Y

2593.59

 

y

 

 

Bearing LC = N 88°45'20“W

Coordinates
sin. - .99975 x = ~4??.88 x = 2154.8? (Pt. L)
478
cos. = .02230 Y = 10.66 Y - 2604.25
Bearing LK s s 0°7'40"E
sin. . .00224 x = 1.30 x = 2156.17 (Pt. K)
580
cos. 21.00000 Y = -580.00 Y = 2024.25
Bearing JK = N 88°43'20"W
T = 1121972,9
179.35
227
179.62
sin. = .99975 x = -179.58 x = 1976.59 (Pt. J)
179.62
' cos. a .02230 Y = 4.00 Y = 2028.25
Bearing JI = N 50°43'20"W
sin. - .77408 x = -139.04 x = 1837.55 (Pt. I)
179.62
cos. 2 .63308 Y = 113.71 Y = 2141.96

 

ROADS 8 and H

   
 

at I
Coordinates of 0 0H 2 881.95
y = 2517.88

 

________2 _______
01 .. 4’ 1175.94 ,t 375.922

-Bearing OI

Tan - 1122124 2 3.12616
375.92

Bearing . N72016'30"

[_1 . 21°33'10!’

sin I s sin R
881.95 1234.63

1234.63 '1136745
881.95

sin H 3 = .51439

H 3 30°57'24" or 149°02'36"

Bearing OH
N81°40'45“W
88 sin : .98946 x 3 872.65 Coordinates
1- 95 x . 1534.26
cos a .14479 y a -127.70 y _ 2390.18

Pt. R E Intersection of Rd. E & O

Coordinates of I
x = 1837.55
y I 214:1. 96

_ Bearing RI'N50°43'20"W

(pt. H)

ROAD G

   

Coordinates
1782.44 (Pt. F)

955.31

N46024'30”W
N27020'E
519I

593'

Coordinates
sin. = .72427 x - -375.90 x = 1406.54 (Pt. 0)
519.00
cos. = .68951 Y = 357.86 Y = 1313.17
sin. = .45917 x = 272.29 x = 1678.83 (Pt. B)
593.00
cos. = .88835 Y = 526.69 Y = 1839.96

ROADS G & H

 

Coordinates
x = 1228.94 (Pt.P)
Y : 1992.15
HI = N 54° w
.‘ K
PK = N 9010'36"w
PK = 319.93 = XI
PK
sin. - .15945 x = - 51.01 x = 1177.93 (Pt. K)
319.93
cos. = .98720 Y = 315.75 Y - 2307.90
[H = 4500.90‘; 467.94’
KB . 685.66
Tan. 0( - 467.94 = .93367 =
500.90 Bearing KH = N 46°56'55"W
oc- 43°3'05" L IHK = 7° 03' 5"

gig. H : sin, I
319.62 685.22

sin. I
319.93

I

[6K 2 7044'05"

Bearing II - N 39013150"

.53221 x = $202.26

sin.
319.93
cos. 2 .77479 Y a 247.88

Pt. I is intersection of Rds.

685.66 ° .12276 = .26394

X

Y

14°47'10" or 165° 12'50"

1380.19 (Pt. 1)

2060.02

G & H.

 

215.26

262.04

215.26

sin.;45917

cos.§88835

sin.288835

sin.:80902

C08.:58779

ROAD G

Coordinates

x : 1678.83 (Pt. H)

Y = 1839.96
HG : N 27° 20' E
HI = N 54° W
Tan. 2 222 4836.2
215.26
Coordinates
- 98.84 x = 1579.99 (Pt. R)
-232.78 x = 1347.21 (Pt. T)
120.32 Y : 1769.05

Pt. T is center of curve
forming Rd. G

-174.15 X

126.53 Y

I]

1504.68 (Pt. 8)

1966.49

ROADS 7 AND G

fi'
lib/7
Coordinates
X = 1347.21 (Pt. T)
Y = 1769.05
x = 1750.00 (Pt. H)
Y = 867.00
TK : 262.04 HK = 881.95
TH = 402.792 4 902.052
TH = 987.89
Bearing TH

Tan. - 402 9 = .44653
902.05

Bearing N 24° 3'45"w

cos; .4 : W
2 881.95 - 987.89
cos. 1; :- .99173
2
g,: 70 22'35"
2
H : 14°45'10"

Bearing HK = N 9° 18' 35"w

sin. = .16175 x - -142.66 x = 1607.34 (Pt. K)
881.95
cos. = .98683 Y = 870.33 Y = 1737.33

K a Intersection of D of Rds. 7 & G

ROADS 6 AND G

 

 

KL = N 33° E
GH = N 270 20' E
KL = 499.06' (Page 19)
Coordinates
x = 2042 (Pt. K)
1 = 1850
x : 1406.54 (Pt. G)
Y = 1313.17
sin. = .54464 x = -271.81 x = 1770.19 (Pt. L)
499.06
cos. : .8386? Y = -418.55 Y = 1431.45
CL = 1/363.653;L118.282

GL 8 382.40

Tan.= 363.65 = 3.07448 '
118.28

Bearing GL = N 710 58' 57"

£§.G = 44°39'

flooring of LH
N57°w

¢§,H . 84°20' ,1s_L ; 5101'

sin H _ sin G

 

HL _ 670277 ° 382.40
‘ .99511
HL = 270.06
sin .8386? x a -226.49 Coordinates
cos .54464 y - 147.09 y 3 1578.54

H is the intersection of Rds. 6 & G

ROAD K

 

h’
/ Bearing LK .- 3130}! Coordinates
y = 870.91 p ' ‘
1030'
99.06 Tan 11.5)1958.2
27°45' 170.35
.28
170.63

    
 

Bearing 1P . 524°45'E

Bearing 0P = 565°15'7

 

170.65

170.63

1528.16

sin

COS

sin

00

U1

sin

COS

.22495

.9743

.41866

.90814

.90814

.41866

- 58.38

-166.26

71.44

-154.96

-1387.78

- 639.78

Coordinates

K II- 1977070
X : 2049.14
y . 549.69
X E +661056

- 90.09

( pt. P)

(pt. 0)

INTERSECTION 0F FULTON ROAD JED ROAD K

 

 

Coordinates
O I; X I 661.36
5 . /V y = -90.09

0 OH = 1528.16

Bearings
8N . 888°46'10"E Coordinates
03 = Due Eorth S = x . 661.36
y . -14.29
03 . 75.80

1;5 = 88°46'10"

sin 3 = sin;fl
1528.16 75.80

75.80 ‘ .99977

s'n P =
1 ‘ 1528.16

' .04960

N - 2050'35"

Bearing 0N = E88023'15”E

sin .99960 x = 1527.55
1528.16 X

cos .02814 y . 43.00 y

2188.91

t. K
— 47.09 (P )

Pt. E : Intersection of Rds. K
& Fulton Rd.

ROADS 5 ADD K

(pt. P)

f’
CT = 152“.16
PK . PT = 716.78
T’
Bearing KP : E14028'42”E
I;
Coordinates
0 0 . x = 661.36
y = —90.09
K : X = 1867.13
y 392.29
sin .25000 x - 179.20 x = 2076.33
716.78 '
003 .96824 y . 694.04 y = 1086.31

 

2 -——-.———2
{V1414.97 / 1176.40

1839.85 ft.

OP

tang 1,433.27. ._. 1.5.0279
3 1176.40

ac: 50°15'40"

Bearing OP : H50015'40"E

 

cos :2 _JEO42.40 .1514.24

2 ‘I1839.85 - 716.78
2 26°49'20" P
2

Bosring P1 _ N3°13'w

sin .05611 X 40.22

716.78

cos .99842 y ~715.65

‘f ,

y : 370.66

rt. T is the intersection of 453. 5 6 K

ROAD 7

 

C
HK = 881.95
f4
Bearing HK = K570E
Coordinates H
X31750
y : 867
70
[I
sin .8386? x = 739.66 Coordinates
861.95 x = 2489.66
cos .54464 y = 460.35 y : 1347.35

Arproximnte x coordinate of M = 1127

 

5.90 = x
2650 1127

:5.90 ‘ 1127 _ 2.51
2650

2.51
2636.14 = x of M

10.1 _-_ 63302

Coordinates

 

» K = x = 2489.66
DIN = 1,119 17
1‘3: : D119 E 1.1 : I :: 3606. 14:
/S v = 57

tan 57° -.-. E
m
LIN = 146.48 - 1.53986

Coordinates of M
x I 45656. 15
y : 1121.79

ROADS B nID 3 ’

KL = xx : 2864.93

>4
‘ 4
M
I

_ 1432.69

    

Bearing Kn : N703

£_ tfiflfl3

Coordinrtes

y = 1019.38 (P° ll)
Coordinates
I=X20
y = 809
2K
sin .12187 x : 349.15 Coordinates
2864.93 x = 349.15
006 .99255 y : 2843.59 y = 3652. 9

 

1:1: 1/1031.422/ 2633.212

'7'.
n_-
V 1
l

_ 2828.00

Bearing NK

Tan. cc 4 1031.42 =- .39170
2633.21
0C a 210 23' 30"

Bearing - N 21° 23' 30" E

 

 

S = 3562.81
cos. .11 =- m = 3562.81 - 697.88

2 ho 2828.00 - 1432.69
cos. .11 = .78338

2

n_ = 38° 25' 15"

2

N - 76° 50' 30"

Bearing NL = S 81° 46' E

Coordinates
sin. a .98969 x - 1417.92 x = 735.65 (Pt. L)
1432.69
cos. = .14320 Y = -205.16 Y = 814.22

Intersection of Rds. 3 & B

 

955.37

Bearing KM - N 86°

MN = 955.37 I KM

LN = 7639.49

Pt. L is center of

Pt. M is center of

ROADS B & 4

W

curve forming Rd.

curve forming Rd.

 

cos. = .06976 Y = 66.65 Y
ML - 1/744.5831 7356.252
ML = 7393.83
Tan.aC = 7356.25 - 9.87975
744.58
at . 84° 13I 1o"
Bearing LM = N 5° 46' 50" W

Coordinates
807.85 (Pt. K)
-17.36

(Page 10)
599.39 (Pt. 1)

-7307.95
(Page 13)

Coordinates
- 145.19 (Pt. M)

48.29

s = 7994.35

 

 

005 L .. 7994.35 - 7038.98
2 7639.49 - 7393.83
”3112:. .99811 11; = 3031'30"

Bearing LN - N1016’10"E

sin .02214 x . 169.14
7639.49
008 .99976 y :7637.66

Point N - intersection of Rds.

L - 705'

Coordinates
X = 788.43 (Pt. N)
y = 329.70

4 & B

Coordinates
' V = x 328.94 6)
y I - 7.07 (I)

r-3

‘4 N
I

- 599.39
_ -7307.93

ST — 7369.49

_“"" f

RV

RS . 7639/49

Bearing RV = N79°25'w

R = center of curve forming Rd. A
T _ H I! n H Rd . 4
RV Coordinates
sin .98299 x : —5632.19 x = —5303.25 (Pt R)
6729.65 y = 1045.29 '
008 .1836? y . 1052.36

 

.______2‘ ._______2
RT . 5902.64 7 8353.22

RT : 1022.830

t ._.§§55122 - .4 7
an? _ 5902.64 1 151

Of . 54°45'15"

Bearing RT = N35014'45"W

s : 11798.72

 

 

cos 2 11798L72 - 6069.07
2 7639.49 ' .0228.30
cos €- = .95738 2 = 16°47'15"
2

T - 33°34'30"

Bearing To : N1°40'15"w

sin .02915 x . -222.69 Coordinates
7639.49 x : 376.70
cos .99958 y = 7626.72 y = 318.79

Pt. 3 = intersection of Rds. A & 4

ROADS A ADD 3

 

 

,/r
Coordinates
K I": = 349015
R x = -5303.25
I
it
I
[P
K RP : 5729.65
KP = 2864.93
K : center of curve ferming Rd. 3
R = n H N H Rd. A
2

 

 

y 2
RK = 5652.40 ,1 2607.30

RK ._. 6224.76

tan 0( = W = 2.16791
2607.30

0c; 35°14'36”

s = 7409.67

 

cos 3__ 1/74o9.67 ~ 4544.74
6224.76 - 5729.65

COS

toflU

097175 R = 13°59'10"

2
R = 27°18'20"

Bearing RP = 387°27'E

sin .99901 x = 5723.98 Coordinates

5729.65 x = 420.75
COS 004-449 y I -254091 y = 790.38

ROADS A AED 1

Coordinates
Xgo
2871.28

803.54
1856.76

 

= 478.34

0 . center of curve forming Rd. 1
3 - I! H H H Rd. A

 

2

 

w2 _._
06 a '1/803.54 ,1 1014.52

05 = 1294.19

tano( .. M _—, .79204
1014.52 »

tan¢x

.79204 o<: 38°22'50"

Bearing 03 = 338°22'50"?

S -_- 14:59.40

 

= 717159.40 - :12. 12

COS.§
2 478.34 . 1294.19

cos ~3- = .85779 - 30°55'50"

.6
3 2

s : 61°51'40"

. 4 . o _ .2
Bearing 5T = D79 45'00"u

sin .98407 x : -470.72 Coordinates
4378.34 x - 332.85
x05 .17780 y a - 85.05 y = 1771.71

('1

Pt. 1 : intersection of his. A & 1

vr“!
is...

1432069

Km 3 Lila
JL

si11

30206 2 AED 4

Coordinates

 

J a X = 100000 (1... 5)
y - 2800.00 ‘
If ..
y = 1714.25 6'
Z Soaring 1:1: .. 670 °1~.".‘.'
: 1432069
: 1432.69
J : center of curve forming 2
LI _ n n n n A
Coordinates
.95459 x = —1367.63
.29793 y = — 426.85 y = 1287.40 T ' t
"*:--2 -*-—-7-2
= 1/1120.71 / 1512.60
2 1679.66
: 1122111. = .74092
1512.60
2 36°32'10"

Bearing HJ : K36055'10n3

_ 2372.63

01
l

 

 

J :57; 88 . 9L9 94

(03—?- °. 3 .
2 léé;.b9 . 1679.80

003 2.: .91017 i. = 24°28'15"
2 2

J : 48°56'30"

Bearing JL = 812°24'20"E

sin .21483 x : 307.78 Coordinates
003 097005 y I -1399024 y = l‘xUUo76
Pt. L is the intersection of has. A & 2

 

 

ROAD J

Coordinates
x = 2155.17 (Pt. K)
Y = 2024.25
x = 1750 (Pt. H)
Y a 857

Bearing y = s 007'40"E

 

KH . 7405.172 / 1157.252

KH - 1225.45

Tan. 0 = 405.17 = 55098
1157.25

0 : 19°20'20"

¢ = 19° 28'

sin. 19°28 — sin. L

fl

881.95 1226.46

sin. L = 1226.46 ' .35526

 

 

 

 

881.95
sin. L = .45294
L = 27°34'50"
or
1520 25' 50"
”19° 20' 20"
171° 45' 50"
/_ H = 80 14' 1o"
sin. 8014'10" = gin. 19° 28'
KL 881.85
KL = 881.95 - .1432é =
.55525
KL = 579.05'

LENGTH OF ROADS

 

 

 

 

 

 

 

 

Rd. 1 a 58027'50“ - 100 = £3.45833 - 100 - 769.17'
5° 5

Rd. 2 . 43°22'45" - 100 = 43.37888 ° 100 = 1084.47'
4° 4

Rd. 3 = 13° 45'6" - 100 = 14.7516? . 100 = 737.58'
2° 2

Rd. 4 - 9019'56" - 100 - 9.19888 ° 100 = 1226.52'

00 45' .75

Rd. A - 1502 1 455 - 540 54'25" - 100 .
12

1755 1 54.8905 . 100 : 1755 1 540.754 =
12
2275.75'
Rd. B to fork = 425 1 578 - 805'

West fork . 22912‘27" - 100 = 29.2075’ 100 a 730.18'
4° 4

East fork 8 35° 54'05" - 100 I 95490083 ° 100 = 435.95

 

220 22
Rd. 0 = 442 1 217 1 540 1 52050'50" . 100 .
50 50'
1199 1 57.9750 . 100 = 1199 1 584.25 = 1785.25'
5.5
25. D = 545.82 1 12957'15" - 100 = 545.82 1 121954170 - 100_=

 

 

8° 45' 8.750

545.82 1 205.19 - 752.01'

Rd.

Rd.

Rd.

Rd.

Rd.

Rd.

LENGTH OF ROADS (Cont'd)

557.45 — 174.77 1 151.52 = 514.50

215.54 1 19°52'50" 1 95° 1 705.05 =
5°45' 19°

215.54 1(19.88055 1 95 ) - 100 1 705.05 =
( 5.75 19 )
920.57 1 545.75 1 500.00 - 1755.52'
( 7045' 1 25° 8' 15") . 100 - (57.750 1 25.15750) - 100:
(11°50' 5045' ) (11.50 5.750 )
528.25 1 515.95 = 945.19'
4551 509 1 595.85 = 1169.85'
28°55'10" 5 100 1 270.05 . 7891.94 1 270.05 .
11° 50' 11.5
585.25 1 270.05 = 955.52'
55°18'55" - 100 1 258.95 = 55.5097 - 100 1 258.95 =
5050' 5.5
1020.15 1 258.95 = 1289.10'
5§_- 100 1 591.92 = 545.45 1 591.92 =
11
755.57

$5918‘55" . 100 = 43. 15.28 ' O = 558.91
7045' 7.75

LENGTH 02 ROADS (Cont'd)

Rd. 10 = (52352155" 1 580241) - 100 1 205 1 172.49 =

 

(15°51'18" 2oo )
(§2.87666 1 §§.4) . 100 1 577.49 a
( 15.855 20 )

455.82 1 542.00 1 577.49 = 1175.51

Rd. G = 595 1 559.59 _ 450.52 1 81°20' . 199 =
22

502.07 1 51.555 . 100 - 502.07 1 559.59 =
22°

871.76'

25. 100 1 555 1 555.50 - 759.50'

a:
ll

Rd. J a 580.00 1 579.05 = 959.05'

Rd. K

(52245! 1 2308'1 ") . 100
(11°50' 5° 45' )

(51223125115250) ‘. 100
(11.50 5.750 )

528.25 1 514.55 =

1242.59“

ME to ME Len.

Line

7 6
47 6
46 5
6 5
5 4
4 3
34 3
31 29
3O 29
33 32
32 29
29 28
28 24
27 26
26 25
25 24
24 22
23 22
22 3
3 2
2 1
21 20
20 19

291

122

381

381

325
167
211
196
353
357
395
318
310
273
203

320
334
207

319

Area

Incre. Total
1.39 1.39
.33 .33
1.45 1.45
1.49 3.20
2.78 7.43
2.91 10.34
1.78 1.78
1.69 1.69
.78 .78
1.31 1.31
.68 2.00
1.93 6.39
3.39 9.78
2.74 2.74
1.76 4.50
1.81 6.30
1.70 17.77
.57 .58
.28 18.63
2.22 33.01
2.63 35.64
1.05 1.05
.87 1.92

SEVER DESIGN

Ground

185.1
183.2
185.6
170.8
158.2

143.0

149.2

182.7
182.1
177.3
176.0
181.0
156.0
179.4
175.0
155.3
137.2
149.8
133.2
133.1
129.8
179.2

177.0

DATA

Time of Flow
Elev. Min to In
Lower Up. End 8901:.
170.8 15.0' 1.6
170.8 15.0 .2
158.2 15.0 .7
158.2 16.6 .5
143.0 17.1 .6
133.1 17.6 .6
133.1 15.0 .4
181.0 15.0 .9
181.0 15.0 .4
176.0 15.0 ' .7
181.0 15.7 .5
156.0 16.2 .5
137.2 16.7 .4
175.0 15.0 1.0
155.3 16.0 .5
137.2 16.5 .5
133.2 17.0 .6
133.2 15.0 .4
133.1 17.6 .2
129.8 17.7 .7
128.0 18.4 .7
177.0 15.0 .6
165.0 15.6 .7

1.59

Run Off
CPS/A Tot.
1.50 2.2
1.50 .5
1.50 2.5
1.55 5.0
1.54 14.5
1.52 15.9
‘ 1.50 2.9
1.50 2.7
1.50 1.5
1.50 2.1
1.58 5.2
1.57 10.0
1.55 15.5
1.50 4.4
1.57 I 7.1
1.55 9.8
1.54 27.4
1.60 .9
1.52 28.5
1.52 50.5
1.50 55.8
1.50 1.7

3.0

Line

ME to ME
7 6
47 6
46 5
6 5
5 4
4 3
34 3
31 29
29

33 32
32 29
29 28
28 24
27 26
26 25
25 24
24 22
23 22
22 3
3 2
2 1
21 20
20 19

701.
6.5
9.0

11.4

' ; 8.0

12.0
9.9
8.5
6.0
6.8
4.8
6.2

12.0

14.0
7.0

10.0

12.5
7.4

10.5
7.8
9.4
9.8
5.8

7.6

Cap.
2.8
4.0
5.2
6.3

22.3

18.0
3.8
4.0
2.7
3.3
4.2

14.4

22.0
4.9
7.4

10.9

27.5
5.0

28.5

53.0

56.0
2.3

3.1

Dian.
Inches

9
9
9
12
18_
18
9
12
9
12
12
15
18
12
12
12

27

Slape
.0515
.1065
.095
.050

.025 '

.050
.014
.027
.010
.015
.050
.037
.020

.050

1311
15.00
13.00
27.00
12.20
14.48
9.92
11.65
4.55
4.52
2.11
2.94
17.65
13.21
7.90
15.90
18.60
2.21
16.24
.85
3.20
3.67
4.14

11.80

Invert Elevation

. Tap

177.00
175.00
177.00
161.75
149.38
134.90

136.70

'174.55

174.52

170.05

'157.94 ‘

164.82
141.57
171.05
163.15
147.25
127.61

142.00

125.76.

124.41
121.21
171.14

167.00

Lover

162.00
162.00
150.00
149.55
134.90
124.98
125.05
170.00
170.00
167.94
165.00
147.17
128.36
163.15
147.25
128.65
125.40
125.76
124.91
121.21
117.54
167.00

156.79

Line

ME to ME
19 17
18 17
17 15
16 15
15 14
14 13
13 8
12 10
11 10
10 9

9 8

8 l
45 43
44 43
43 41
42 41
41 37
40 59
39 37
38 37
37 35
36 35
35 1
1 out

Vol.
8.7
8.0
8.9
7.4
5.0
6.3
6.5
7.0

5.1
8.1
9.6

11.2
7.4
7.5

11.0
9.3

11.0
8.3
7.8
6.5
9.8
5.9

11.5

11.3

Cap.
6.2
3.2

10.6
5.8

11.7

14.6

15.0

3.8

9.6
17.5
26.4

5.2

3.0

7.6

21.0
3.8
6.1
2.5

26.0
2.3

27.0

100.0

Dian
Inches

12

9
15
12
21
21

21

15
18
21

12

12

12

18

12

21

42

Slope

.036

.027
.025
.0052
.008
.0085
.030
.016
.022
.0235
.027

.023

.050
.040
.034
.050
.028
.025
.014
.020
.029

.013

1311
11.48
10.36
9.94
10.07
1.94
3.64
3.58

8.55

5.57
6.27
7.56
7.98
6.54
11.40
12.68
9.96
16.20
10.05
7.75
6.08
6.56

14.12

Invert Elevation

Tap
156.54
155.36
144.75
144.87
134.31
132.37
128.73
146.55
141.87
137.50
131.68
125.15
161.98
160.54
153.75
156.78
143.60
160.20
143.75
142.75
133.30
135.56
127.22

113.10

Lower

145.06
145.00
134.81
134.80
132.37
128.73
125.15
138.00
138.00
131.93
125.41
117.59
154.00
154.00
136.35
144.10
133.54
144.00
133.70
135.00
127.22
129.00

113.10

ME to ME Len.

Line
19 17
18 17
17 15
16 15
15 14
14 13
13 8
12 10
11 10
10 9

9. 8

8 1
45 43
44 43
43 41
42 41
41 37
40 39
39 37
38 37
37 35
36 35
35 1
1 out

319
259
368
403
373
454
422
285
2.2
253
267
280
347

198

317
293
324
359

310

328

487

Area

Incre. Total
".69 2.61
1.62 1.62
.96 5.18
2.46 2.46
1.64 7.64
1.92 9.56
.77 10.34
2.25 2.25
1.16 1.16
2.22 5.63
1.27 6.90
.51 17.74
3.15 3.15
.71 .71
.61 4.47
2.99 2.99
.83 8.30
2.08 2.08
1.66 3.74
1.23 1.23
1.48 14.75
.92 .92
.84 16.51
--- 69.89

Ground Elev.

Top

165.0
165.0
153.5
158.3
143.1
140.0
140.0
154.3
151.6
146.0
140.6
143.7
170.8
168.8
162.3
167.0
152.6
175.2
151.3
150.5
142.0
143.4
136.8

128.0

Lower
153.5
153.5
143.1
143.1
140.0
140.0
143.7
146.0
146.0
140.6
143.7
128.0
162.3
162.3
152.6
152.6
142.0
151.3
142.0
142.0
136.8
136.8
128.0

Time of Flow
M1n.to
Up. End

16.3
15.0
16.9
15.0
17.6
18.9
20.1
15.0
15.0
15.7
16.2
21.2
15.0
15.0
15.8
15.0
16.4
15.0
15.6
15.0
17.3
15.0
18.1

21.6

In

Sect.

1.3
1.2
1.1
.7
.6
.5
.5
.4
.8
.5
.6
.5

.9

.8
.8
.8
1.0

.9

Run Off
CFS/A Tot.
1.56 4.1
1.60 2.6
1.55 8.1
1.60 3.9
1.52 11.7
1.48 14.4
1.44 14.9
1.60 3.6
1.60 1.7
1.58 8.9
1.57 10.8
1.40 24.9
1.60 5.0
1.60 1.1
1.58 7.0
1.60 4.8
1.56 12.9
1.60 3.3
1.59 6.0
1.60 2.0
1.53 22.5
1.60 1.5
1.51 24.9
1.40 98.0

ME to ME Len.

Line
61 59
60 59
59 48
49 48
58 57
57 55
56 55
55 53
54 53
53 50
52 50
51 5O
50 48
48 out
72 71
71 70
73 7O
70 68
69 68
68 67
67 64
66 65
65 64
64 63

332
325
505
305
212
259
301
307
376
465
386

336

205

414

378'

212

241

298
330

325

Area Ground Elev.

Incre. Total Top Lower
1.83 1.83 180.0 180.1
1.51 1.51 184.0 180.1
1.61 4.95 180.1 171.5
1.33 1.33 175.2 171.5
1.79 1.79 188.0 182.7
1.85 3.64 182.7 180.2
2.55 2.55 177.7 180.2
1.30 7.48 180.2 181.2
2.71 2.71 186.6 181.2
2.72 12.92 181.2 172.0
2.15 2.15 179.6 172.0
1.79 1.79 179.8 172.0
1.23 18.09 172.0 171.5

-- 24.37 171.5 --
2.94 2.94 190.3 189.4
1.61 4.55 189.4 186.3
1.25 1.25 182.5 186.3
.98 6.78 186.3 181.0
1.74 1.74 183.0 181.0
1.50 10.02 181.0 177.5
1.24 11.26 177.5 175.4
2.16 2.16 184.7 180.2
1.48 3.65 180.2 175.4
2.26 17.17 175.4 170.7

15.0
15.0
16.0
15.0
15.0
15.6
15.0
16.5
15.0
17.5
15.0
15.0
18.4
19.2
15.0
15.9
15.0
17.3
15.0
18.7
19.3
15.0
15.9

19.8

Time of Flow
Min. to
Up. End Sect.

In

1.0
.9
1.3
.9
.6
.6
1.5

1.0

.9
.8
2.3
1.4
.6
.6
.5
.9

.9

Run 0!!
cps/1 rot.
1.60 2.9
1.60 2.4
1.57 7.8
1.60 2.1
1.60 2.4
1.59 5.8
1.60 4.1
1.56 11.7
1.60 4.3
1.53 19.8
1.60 3.4
-1.60 2.9
1.50 27.1
1.47 35.8
1.60 4.7
1.58 7.2
1.60 2.0
1.53 10.4
1.60 2.3
1.49 14.9
1.47 166
1.60 3.5
1.58 5.8

1.45

259

Line
MB to ME
61 59
60 59
59 48
49 48
58 57
57 55
56 55
55 53
54 53
53 50
52 50
51 50
50 48
48 out
52 51
71 70
73 7O
70 68
69 68
68 67
67 64
66 65
65' 64
64' 63

Vol.
5.8
6.2
6.8
5.8
6.6
7.2
3.4
5.2
5.8
8.5
6.7
7.2
7.7
7.9
3.9
6.0
3.0
4.5
5.8
7.0
7.3
5.8
6.5

7.3

Cap.’

3.8
2.5
7.9
2.3
2.6
8.5
4.3
12.1
4.6
20.4
5.2
5.6
28.2
37.0
4.8
7.2
2.3
11.0
2.3
15.2
17.0
4.6
7.7

26.8

Dian.
Inches

12
9

15

15
15
21

12

12
12
27
30
15
15
12

21

21
21
12
15

27

Slope

.0125

.022
.015

0020

.009
.008
.005

.012

.0045
.0045

.020
.010
.011
.015
.014

.008

Fall

4.15
7.15
7.68
6.10
5.30
4.40
1.20
1.84
5.64
6.98
7.72
7.73

3.46

1.03
3.25

1.86

1.70

4.24
2.41
2.53
4.47
4.62

2.60

Invert Elevation

Top
174.00
177.25
169.60
162.10
180.00
174.20
171.00
169.30
179.00
167.46
171.72
171.73
159.98
156.52
182.03
181.00
175.50
173.64
176.18
171.94
169.53
176.34
171.62

166.50

Lover

169.85
170.10
162.00
156.00
174.70
169.80
169.80
167.46
171.36
160.48
164.00
164.00
156.52
181.00
175.75
173.64
171.94
171.94
169.53
167.00
171.87
167.00

163.90

Line
NH to ME
63 62
77 76
76 75
75 74
74 62
62 out
80 79
79 78
85 84
84 82
83 82
82 81
81 78
78 86
93 92
92 91
91 90
94 90
90 86
89 88
88 87
87 86
86 out

Len.
325
148
310
312

312

365
365
223
308
328
151
269
374
221
266
362
266
237
282
305

305

Area

Incre. Total
1.77 18.93
1.07 1.07
1.36 2.43
1.30 3.73
.72 4.46
-- 23.39
1.69 1.69
2.12 3.81
1.94 1.94
2.72 4.66
1.74 1.74
1.07 7.47
1.46 8.92
.74 13.0
1.11 1.11
1.59 2.70
2.24 4.94
1.43 1.43
2.42 8.78
.95 .95
1.28 2.23
1.28 3.50
-- 25.76

Tap

170.7
178.1
176.3
176.0
172.0
170.0
170.0
163.5
183.7
174.7
167.3
153.6
149.3
149.2
186.7
186.0
173.5
16 70
153.4
164.8
143.6
142.1

142.0

Lower
170.0
176.3
176.0
172.0
170.0
163.5
149.2
174.7
153.6
153.6
149.3
149.2
142.0
186.0
173.5
153.4
153.4
142.0
143.8
142.1

142.0

Time of Flow
Ground Elev. Min. to
Up. End

20.6
15.0
15.6
16.9
18.0
21.3
15.0
16.0
15.0
15.5
15.0
16.0
16.3
17.1
15.0
16.1
16.7
15.0
17.3
15.0
15.5
17.2

18.4

In

Sect.

.7
.6
1.3
1.1
.9

1.0

.5

.5

.3

.8

1.1
.6
.6
.5
.4
.5

1.7

1.2

EunOff

035/1 Tot.
1.42 27.9
1.60 1.7
1.59 3.9
1.55 5.8
1.51 6.7
1.40 32.7
1.60 2.7
1.57 6.0
1.60 3.1
1.59 7.4
1.60 2.7
1.57 117
1.56 13.9
1.54 20.6
1.60 1.7
1.57 4.2
1.55 7.7
1.60 2.3
1.53 13.4
1.60 1.6
1.57 3.5
1.52 5.3
1.45 37.3

Line
ME to NH
63 62
77 76
76 75
75 74
74 62
62 out
80 79
79 78
85 84
84 82
83 82
82 81
81 78
78 86
93 92
92 91
91 90
94 90
90 86
89 88
88 87
87 86
86 out

701.
8.1
4.3
4.0
4.9
5.8
8.8
6.5
8.5
7.6

12.0
7.7

10.0
6.0
8.6
4.3
9.7

10.7
8.5

11.3
8.0
3.1
4.4

12.0

Cap.
30.0
1.8
5.1
5.8
6.8
33.0
4.5
6.4
3.4
9.5
3.5
18.5
14.1
25.0
1.8
7.6
8.5
3.9
13.7
3.5
3.8
5.5

39.0

Dian.
Inches

27

9
15
15
15
27
12
12

9
12

9
18

21

12

12

15

15

15

.067

.042

.0075
.013

.012

.055
.051

.045

3.25
1.78
~1.86
2.50

3043

6.58
13.87
8.92
20.65
13.78
3.93
2.02
4.86
2.65
12.00
19.90
13.57
10.67

12.69

Invert Elevation

Tap

163.90.

170.80
168.00
166.14
163.64
160.21
162.00
155.42
175.82
166.65
159.78
145.50
141.32
139.05
180.65
177.75
165.75
159.67
145.60
149.10
135.91
134.96

132.82

Lower

160.65
168.50
166.14
163.64
160.21
155.42
141.55
166.90
146.00
146.00
141.57
139.30
134.19
178.00
165.75
145.85
146.10
134.39
136.41
134.96

132.82

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