SW4220503_Design Calculations_20220909 (2)

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Treatment Swale Calculations
for
Cane Creek Phase 8
Waxwing Drive
Snow Camp, NC
By:
1� j• : C C
000
BATEMAN CIVIL SURVEY COMPANY
Or"'`'''�
A F}
O • I
AS -S51&',
Engineer: SEAL
Tom` r -
Tom Speight, PE _ 20234
NCBELS # 20234ol
.'
'r� �111C31i'l�C'E ��+y4�r
DocuSigned by:
ow�aS S•
09838E23DC404AD...
September 1, 2022

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Ditch 7
W
Ditch 6
Ditch 1
Autodesk Storm and Sanitary Analysis

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
613
512
611
510
509
608
507
506
606
504
503
602
501
500
499
498
497
496
496
494
493
492
u 491
490
489
488
487
486
486
484
483
482
481
480
479
478
477
Profile Plot
Main Street Storm Sewer
w
0
o
_,_____________________________ �________-________ ________
_________Limk lD -------------------------------------------------------- -------- ------
_______________ -�________.______ swala1
°--------------------------------------;---------------------------- lSiaZa.aa�-----------------------------------------------------------------------------------------------------------------
v ,p- i f f
________ __________________________________________________ -______
oe
---------------- ;------------------ ;-------- ~--------------------------- ___________________________}_______ _______~______ Dninv rth7fre____________________--- _______--- __________________________--------------------------- _------------------ _-------- ________ _____
.B6tt--
_______ ______
0 0
y-
o
N
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80
Station [R]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
Main Street Storm Sewer
512
_____----- ________ ---------------------------------------- _--------------- _--------------- _------------------------- _________________________....... _------- _-------
________ _______ _______________________-------- -------- ________ _______ _______ _______ _______ ____
510
N
___�o____________________--_______--_______--_______--______________,_______,_______,_______,_______,_______ _______ _______ _______ _
________ _______ _______ _______ _______
609
--- -;o -___ ________ _________--_______--_______ _______ _______'_______ _______ _______ ------ _;------- ;_______;_______;_______;-ink ID S I,- 2__;_______;_______;_______,_______
_______ _______ ________________-------- ________________ _______ _______ _______ _______ ____
508
___iA+'�
_y___ ________ _________�_______k _______�_______k_.-------- .------- .------- .------- ,------- ,_______,_______ _______l ieng[k 538004E _1_______1_______ _______
_______________ -, _______________________ _______ _______ _______ _______,
507
___R
________________________________ _________________________ ______.------- ._ ______._______ 00 Jn___._______._______._______,_______._______,_______._______,_
_______,________________ _______ _______ _______ _______ ____
a
cr _______ ________ ________�_ ________ ir_______ r_______ ir_______ 7_ _�Slape 0_______________________________________________-
_______________________________________________________- ____
505
-----
__------ _______,_________________________________________________________________________________________________________Up lri�iflr DJ-40 St:_______._______.-------
._______._______.______ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___
504
____________
;____;_______;_______________________________ bn Invert 474 00ft;_____________________________________________________________________________________________________________________________
503
___
____ ____ ____ ____ ____
---------- -------- L------- .------- L------- .------- .------- .------- .------- .------- .------- .------- .------- .______ ---_ ___ ___ ___
___ ___ ___---___---- ____---- __- ____ __ - ____ ___
____ ---
____ ____ ____ ____ ____ ____ ____ ____ -_ - ____ -_-
602
___-________--_______--_______--_______ _______'_______ _______ ______________;_______*_______*_______;______ ____________________________________________________________________
501
____________________________________________________________________________________________________________________________________________
--- _____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ___
500
_________________________'______________;______________;_______;_______;_______;_______;_______;_______;_______ _______ _______
_______ _______ _______ ________________, _______________________ _______ _______ _______ _______
499
_____ ____------- _-------- _------- _-------- _------- _------- _________________------- _________------- _________________-------
_______ _______ _______ ________-------- ________________________ _______ _______ _______ _______
498
________________________________________________________________________________________________________________
_____________________11 _____________________________________________Ir _______11 _______Ir _______
497
________________-------- _------- _------- _________________------- _________,------- ,_______,_______,-------
,_______ _______ _______ ________-------- -------- -------- -------- _______ _______ _______ _______,
496_______________________________________________
________--- ______--- ______________________,________________________ _______ _______ _______ _______ ____
496
_____________1_______________________________________� ------- -_______-_______ 1_______
-______________________________________________________________________________________________�
494
_____------ _------- _------- _------- _------- _------------------------- _--------------------------------------------
________'_______ ,_______ ,______ ____ ____ ____ ____ ___
493
__________________________________,_______;_______;_______;_______
--- ______--- ______--- ______________--- ____________________--- ____________________________________________
0 492
_____
_____-------- -------- ---------------------------------------------
--- __'______________________________________�_______�_______�_______
w490
_______________------- _------- ________________________________________
________1______ ,_______ ,________._______ _______ _______ _______,____
-
489
___
______ _______ ____
400
_____------- _-------
_________________________________-------- ,______:________________-I_______-I_______-------- -I_______,
487
_____ ' ______
____________________________ -_______ _______ -_______________ ____________________________
486
_____
____________________________________ '�, ______:_____________________________________-_______�____
485
_____
___------- ________ ,_ _______ ,_______,________r_______,_______r_______,_______
484
-----
- -
483
_____
482
_____
sa
;________,_------- ,_------- ,_------- ,_-----0_�____
481
-----
_________
480
______r_______i _______r
I
_______.____ xj
677
_____
471 ----- --
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40
Station [It]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB1 2BD66EA
51
61
51
51
61
5C
5E
sc
Ei 5C
Profile Plot
Main Street Storm Sewer
------------------------------------ I -------------- Link -ID —le-3-A ---------
-------------------------------------- ------------ ------------------------------------------------------------------
----------------------------------------------------
------------ ------------
I . E n
.
.......... .................
-------------------------- - -----------
Dia 00 In
----------- I -------------- I ----------- ------------ ------------- - ----------- I -------------
----------- I ------------- -------------
- ----------- I ------------- ----------- ------------ ------------
---------- L ----------- ]
- - - - - - - - - - - :- -Sloloe -U4Wffql­
- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - ------------- L - - - - - - - - - - - j -- - - - - - -
- - - - -- L - - - - - - - - - - - j ------------- -------------
L - - - - - - - - - - - j -- - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-------------------------------------------------- rjP1n?Art=:nn-n
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
------------------- -------------- E,-I—rt-5e2:5H-ff
----------- ------------ ----------- ------------ ------------
-------------------------- I ------------ : -------- ------------
-1 ----------- j ------------
--------- I ----------- ------------ I ----------- I ------------------------- I -------------------------
----------- j ------------- L ----------- I ------------ ------------- L ----------- j -------------
-------------------------------------- ------------ ------------- - ----------------------------------------------------
----------- I I ----------- ------------ ------------- L ----------- j
I --------------------------------------
L ----------- j ------------- ------------
-------------
I ----------- j -------------
i ------------------------- r ----------- i ------------------------- r-
----------- j ------------- L ----------- I ------------ ------------ L-
-------------------------------------- 1 ----------
------------
L ----------- j I ----------- ------------ ------------
------------- -------------
: ------------ ------------ ------------
------------ ------------
----------- ------------
-------------- --------------
----------- ------------ ----------- --- - --- --------- ----------- ------------
----------- ------------ ----------- --- --- ---------------
----------- I ------------------------- --------------------------------------------------------
-------------
-----------
--------------------------- -------------
--------------------------------------------------
--------------
----------- ------------ ----------- ------------ ----------o -
- -------------
r ------------------------------------- -----------
------------ ------------
---------
----------- ------------ ----------- 16 -AIPIE--2 - - — -------- Jl Us�@e--3-B
-------------- - --------------- ------------
----------- ------------ ----------- ------------ ------------
--- ------------------------ ----------- ---
aenwh #40 *
-o' ----- Eer9FI50UCrf: ------
---- - -----------------------------------------------------------------------------------------------
----------- L ----------- I---
-----
in,
------- b-OQ
j ------------- -------------
L ----------- j -------------- L ----------- ------------ ------------
------
lpa
SI.Pe-00 83-ftft
.4 50-ft
---------- ---------------- -------------
r -------------------------------------- ------------ ------------
Link 'LID —ule-3, ------------------------ ------------ ------------
J—d4al.so -
------ ---- D.ID-ft�495.Oat
-----
'v
1- .1 -------------- ------------
Led9th 281 .00 fi
E;s 36 55 in ------------------------------ ------------ ------------
----------- ----------------
Iq
o
�J- �- --- ------------ ---------
-------------
. ----- 11 ----------- ------------ ------------
Sloffe
� ---------
up ft—t 4195-.00 ft --------------------------- ------------ ------------
-----
----- ------------ ---------
----------- ------------
D, ir.6-t 4931 * --------------- r ----------- ------------ ------------
-----------
------------------------- ----------- ------------- :-
------------------------------------------------- ---- ---
7 V - - : - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - j -- - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - I -- - - - - - - - - - - - - - -
- ------ : -' 0
____ -----------
------------
Dia 36.00 in 7-
----------------- jf;6 0.
-(�m ftm
-----------
1'5 ln/ 473-.Xrfrz a
ft � 47, -113, ft-
--------------------
7-
1-00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
Station (R)

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
Main Street Slorm Sewer
w
517
- ,o y_------------------- --------- .---------------------------- -.---------------------------------------- .-Link____ ________ _________ ________ ________ --------- ------------------ .________ __________________ ________
________ __________________ __
0
0 in
________________i________i_________i_ .________ __________________ ________
--_________________ ___________________________________�________ �_ - _______�&ppq 043a& gm___._________L________ ________ __________________ ----------------
-
________ __________________ __
2
a
;Op Invert 511 30 ft
'
514
___-----------
_-------- ________._________,_________.________.________.,_________,_________,. ________.________._________._ _______ _________------------------
________ __________________ __
512
___
____�________,__________-------- _________�,--------- ,_________-------- j-________ I-_________-L--------- ________,________ _________ ________ ________ __________________ ________--------__________________ ________
________ __________________ __
511
_____ ------------------------- ________-__________________-________-_________;_--------- -------- -------- ___________--------- _-------- ____________________-------- -------- ____________________---------
_-------- ____________________--
- ________-________-__________________-________-_________;_________________________________________________________________________________T___________________________________________________________________
509
_____ ___ __________-------- ;-------- ;--------- ________-------- ;-------- ;--------- ________-------- ;--------- _________-------- ;-------- ;--------- _________ ________
________ --------- _________
608
_____---------------------------------------------------------------------------------------------------------------------------------------
-------------------------- --
607
_____ '_________-------- _-------- _-------- _--------- -------- ,-------- ,--------- _________-------- ,-------- ,--------- _________ ________
________ --------- _________
506
___________________________________________________._.------------------- ---------------------------------------
_________ __
604
_____ --------`------__•_________________`________•________'_________________`________•________'________
�_________`__
603
________•_________________`________•________'-----------------`--------•--------'-------_
----------`--
N
502
j-__________________-L________,________
j-________:_--- a___�_
501
- o
o
°
v
a
498
mlllllllm,--------
-
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80
Station [It]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
Main Street Storm Sewer
-: -
o
a i i
•
_�,------------- -----
N u
Link ID Swale-Sa
-------_______----
Length z00.00 ft
N
o_,r-------
q'
-_______------_______--- ----------- SB•--------;---------__.__------____.__------___;____------_._____-------.______-----;_______----.--_______---.--_______--;----_______.-----_______;--
___gin.-v----------------Dia
2A�Pfn------_�__
�_u--------------------
.---_______-,--Length 473.06 ft--______.------_____,__------____.
__------___.___-------_ __________________________________________________ _______________________________________
a P
,*-a------------510
p et3.d9 DD-nxt--------------v
s-�--------
------------ - 1 36 00 in
'ttift
--
LI�Inver5230Rft____ ;__________z
o N C
_ p 4
___________ 510 e0055
- ___________; _______;_
_____________�_______________________�____________�___
Dn Invert S21 00 ft
Up fnverf 521;ODR
;
,
F ,----------------------------------- ;----------- ;------------* ;- Drrin••ert 495i0Dft -------- ; {
0
:___ m
_ ----------- _------------ ------------ ___'_'- �- -,_____-------,_------------------- tink iIX srvaleSf---------------- ;----_______;-----_______;--
a---
a m ,
__------____--------------- _______________�-a-_�_____--------______----- ------- 368.ORk_------_______--.----------- j--------------
c
m m Dia'3600 in `-----------`...........j------------- `-
-.. H Slope ft!ft I
----- Up lnveif495.aa-g---t ------------- ,
it
-_____orclnvP,rt473.flf?ft --------------- _------------ ------------
-------- - ---_--------`-----------'-
----------- ___
•..�o
oar,
• n o•o-
a
a
a H
�m
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
Station [It]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
I
501
0 500
499
w 498
497
ED
mm
Profile Plot
Main Street Storm Sewer
a
------------------------
----- -------- _------------------ ____________________________,---------- . ________------------------ ,_________.________._ ,
A'
w w Diu 24.00 in
q Slope 0.0478 ftnI
, ❑p lnverj-517809 if _; ________, ,
------------ ,_-------- ;________;________{________ ;________ ;________;_________,_ -------- ;________;________�__Dn inve�iG6586ft ;_________,__________ ____________________________
-------------------------------------- _
0
------ - - - - ---- - - - - ---------------
--------- Link iDPIl---- _______-�____
_________-_________________--------
� N
------- LeruUth178.40ft------------
��
m
v
Die 24 00 in
o.�
C
Slope 00128 ffiff
"
--------1-------
a-�---
�________ �---------------v
Up Inver� 485.60 ff :
5----
o p
00'11',_______a
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60
Station [It]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
Main Street Storm Sewer
518-
w
__m__;_______'________________________________________________________;______;____________;______ ______
______--- _____________ ______ ______ ______ ______ ______ ______ ______ ______ --- _____ --- ______
517
w m r r r
516
___7 �o _v__ �_______-______-______-______ ------ _______________------------------------------ ------- _______L ______------ �--------- Link 10, , _____ ______ ______ ______
6wafe-A
_____________________, ______ ------ , ______ ______ ______ ______ ______ ______ ______ _______
515
____ _____________________ ______ ______ ______ ______ ______ I ______ I ______ ______
_____________________ ______ ______ ______ ______ ______ ______ ______ ______ ______ _______
-
_____ _ _____,
-a -------,-- -----; ------;------ ------;- ------- ------, ----- --------------- - - - --- --- - -- 24.00aa- T------- ------ I------- I------�------�-
--- ---
------�------,-------r------ ------ T------- ------ I-------�------�------
513
___
�_g_H__
�--
�_______� ______________________________D ___________________________
c _______'_______i _______________ ____--------------------- _------ _------ ________51 pe A035-L Ath------ ;______;______ �______S_
__________________------ _------ ________
______r________________________
512
___________
Inve 508 58'tt
,_____________________________________________________________________________ '______ '_______. ____ ___ __ _ ___ ___ ___ ___
___ ___ ___ ___ ___ __ __ ___ ___ ___ ___ ___
-- - -- --
511
___________
Dn Invert 48310.t
,_____________________________________________________________________________________________ _____ ___ __ __ __ __ ___ ___ ___ ___
___ ___ ___ ___ ___ ___ __ __ ___ ___ ___ ___ ___
510
r________________________________________________________________;______
�______ �_______'I____________'
508
______------ _------- _________________________________________ ,______ ,_______. ------. ------ ._____ __ __ __ ___ ___ ___
___ ___ ___ ___ __ __ ___ ___ ___
507
___________________________________________________ ;______ ;___________________;______;______;______ ______ ______ ____________________
I ______ ______ ______ ______ ______ ______ ______ ______
506
_____________--- _____- ______--- _____--- ________________________________T___________________________--- _____--- _____
--- _____--- _____--- ______________________________________________________________--- _____--- ______
505
___________------ -------- -I ------- -I ------ .------- .------ .------ ,______,------ ______ ______ ______
------- ------- ------- , ______ ______,______ ______ ______ ______ ______ ______ ______ _______
504
_____---------- _------- ------- ------- ------- --------------------- _-------------- _---------------------------------------
___ ___ ___ ___ ___ __ __ ___ ___ ___ ___ ___
503
r
;_______� _____ �_______'�______I______'
502
_____ _______________________________________________________;______;______:_________________________________________________;________________________________________________________
501
_____ ' _____'
______ __ __ __ ___ ___ ___
0 500
_____ ' ______________,______;______;______;______;______;______;_____________________
______ ______ ______ ______ ______ ______ ______ ______ ______ _______
499
_____ __________________________________________ --______;______
-______ -_______p______--______ ______ ______ ______ ______ ______ ______ ______ _______
w498
_____
___ ______ ______ ______ ______
497
_____--- _------ ____________________________-------
------- ,------- ,------ .------- .------ .------ ._____ ___ ___
496
_____ '------ _------ _------
_------- _____________ ______------ .------ .------ ,------ ,------ ,------ ,------ ______ _______
495
_____ ____--- _____
--- _____ --- _____--- ______,______________,______;______;___________________________--- _____--- ______
494
_____
_'____________------- `______`------ Y______.------ '------- ------ .------ '------ t_____'-------
493
- w
492
_____
v
- o m
490
N '
m
a
_____
H
486
you
481 __
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40
Station [R]

Doi Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB1 2BD66EA
WN
m
mg
524
523
5 522
521
619
618
517
516
616
614
513
512
611
610
Rm
Profile Plot
Main Street Storm Sewer
-------------------------- I -------------------
. ----- I --------- --------- r -------- I ---------- ---------
--------------------------- --------- --------------------
F --------- --------- I ---------- ---------- I ---------- I -------- I. ----------
-
2 --------------- --------- --------- -------------------- ----------------------------------------- --------- T ----------- rLink lBlswale-8--n --------- T --------- --------- ------------------------------- ---------- r -------- I ---------- --------- --------- --------- --------
- ---------- ------------------------------- ---------- ------------------- --------- ------------------- --------
---------------- T --------- --------- --------- ---------- ---------- ------------------ ---------- --------- --------------- Leml - ------------ I ----------
----------------- --------- --------- ------------------- ---------- r ---------- r ------------------ --------- ---------- r --------------- T ---------- ---------
I ---------- I ---------- ---------- r -------- I ---------- --------- --------- --------- --------
------ -------- ________:_________:_________;___Slope ic�qq7 mm- ------ ---------- I --------- --------- --------- I ---------- I --------- --------- ------------------- --------
Up lnve(t 531 00 ft
-------- --------- --------- --------- --------- I ---------- ---------- I ------------------------------ ------------------------- Din Tnve� Sl ff ----------------------•--------- --------- I ---------- I ---------- ---------- I -------- I ---------- --------- --------- --------- --------
---------- ----------------------------- --------- 1 --------- L --------- --------
I ---------- ---------- L ---------- L -------- j ---------- --------- I ----------- L --------- --------- j ---------- I ---------- ---------
1 --------- L --------- --------- --------- ---------- L ---------- L -------- j ---------- --------- I ----------- L --------- --------- j ---------- I ---------- --------- --------- j ---------- j ---------- ---------- L -------- j ---------- --------- ------------------- --------
---------- -------------------- ---------- ---------- L ------------------ --------- 1 --------- L --------- --------
I ---------- --------- ------------------ I ---------- --------- I -------------------- --------- I ---------- I ----------
I---------- ---------- L ---------- I -------- I ---------- --------- I ----------- I --------- --------- I ---------- I ---------- --------- --------- --------- --------- ---------- I -------- I ---------- --------- --------- --------- --------
J----------- L ---------- I -------- I ---------- --------- I ----------- I --------- --------- j ---------- I ---------- --------- --------- j ---------- --------- ---------- I -------- I ---------- --------- 1 --------- L --------- --------
---------- L ---------- I -------- j ---------- --------- I ----------- I --------- --------- j ---------- I ---------- --------- --------- j ---------- j ---------- ---------- I -------- j ---------- --------- --------- --------- --------
------------------- -------------------- ----------------------------------------- -------- --- - - - - -------- - - - - - - - -------- - - - --------- ------------------- --------- ----------------------------
---------------- 1 --------- T --------- r ------------------------------ T --------- r -------- --- - - - - -------- - - - - - - - -------- - - - --------- ------------------- --------- ----------------------------
I---------- ---------- I --------- --------- I ---------- T ---------- --------- --------- I ---------- I ---------- ---------- I -------- I ---------- --------- --------- --------- --------
--T --------- I --------- --------- --------- T ---------- --------- --------- --------- I ---------- ---------- I -------- --------- --------- --------- --------- --------
- ---------------------------- T --------- --------- --------- I --------------------- ------------------------------ --------- ------------------- --------
------------------------------ ---------- r ------------------ --------- ------------------- --------
------------------------------- ---------- r ------------------- --------- ------------------- --------
--------- ------- --------- -------- I ---------- --------- ------------------- --------
--------- I ----------
---------- I ---------- I --------- --------- -------- --------- --------- --------
I ----------
----------------------- --------- I ---------- I --------- --------- -------------------
1 --------- L ----
---------- -------- I ---------- --------- ---------------------- A
---------- --------- 1 --------- L ---------
-------------------
1 --------- L ---------
1-00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40
Station (R)

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
a Main Street Storm Sewer
641
w
---o I___o______f_________________________________________---------- _---------- _---------- _---------- _---------- _____________________
____________________ ,_________- ,_________- �__________,_ __________.__________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________
_________,
iW '
_________
539
_________{
n ,
___ ______________________________________________________ ; Link lD Swale-9
_________
538
___7�
rHr'©_u_____________________________________________________________ _ __________ __________ __________ __________-_Length 467.40 ft_______ __________ __________ ____________________,__________,__________ __________ __________ __________ __________
_________
537
_____,_v______--- ________________________________________________________________________________I__________,__________,__-Dia 24.001n_________ __________ __________ __________ __________ __________ __________ 4 __________ 4 __________ 4 __________ 4 __________
4 _________
536
___o_a _ ______ __________ __________ __________ __________ '__________�__________51ope Lf.057�TFifl_______ �__________�__________ __________ __________ __________ __________ __________ __________ __________
1----------1----------1----------'----------' __________ , , ,
a
, _________
535
2 _________.,
_______ �___________________�___________;___________�_ __________;_ _________;__________ invert 531",BByt______,__________,__________,__________,_ _---------- .---------- .---------- .---------- .----------
._________
534
----------------- -------------------------------------------------------------------------------------------------------------- bMnvert 504'8att______;__________;__________;__________;_ _
533
___ _______ --__________-________________________________________I-____________________.__________.__________I-__________I-____________________.__________.__________I-__________�__________�_________ ______ _______ _______ _______ _______
_______
532
__________ __________ __________ __________ __________ __________
_________
530
_____ _;_____________________l,__________l__________l__________l__________l__________l,__________l__________l__________-__________l__________l
;_________
529
_____ ___------------------------- __________---------- j-__________j-__________j-__________j-__________---------- j-__________j-__________j-__________j-____________________,__________ __________ __________ __________ __________
_________
528
_____ ____,_____________________________________________________________________________________________________________________________________________ ______ _______ _______ _______ _______
_______
527
___________ __________-__________-__________-__________-____________________-__________-__________-_______________________________________________________________________________________________
626
_____ _________________'__________'__________ __________ __________---------- '---------- '---------- __________ __________---------- '---------- '---------- '---------- '---------- '----------
_______
525
_____ , , , , , , , ,
524
___
623
__ _
__________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________ __________
_________
0
620
_____ ______{
_________
u, 619
_____ ________'__________'__________ __________ __________---------- '---------- '---------- '---------- '---------- '----------
'_________
518
_____ ; ; ; ;
;_________
517
___----- j-__________ j------------ ---------- ,,---------- _---------- _---------- ________________________________
616
______________________------ _---------- _---------- _---------- _---------- ________________________________
515
_____
� I I �
514
_____ __________
' o 0
613
--- __
512
'
511
_____
510
v m
608
_____ _______________:_
- -____
507
_____
________ _____
501
1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80
Station [R]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
n Main Street Slorm Sewer
533___a.___w__,_____--______------------------ j-______,_____,______--_____,------ _____ ____________ _____ ______ _____ ______ _____ ____________ _____ ______ ____
o o
531 o __ ______ _____ ______ _____ ------ -------------I-
_____ _____ ______ _____ -------I
_____ _____ ____________ ____________ _____ ______ _____ ------ ------------- ______ _____ ______ _____ ______ _____ ____________ _____ ______
--_Q o --oink ID 9p-371 - -- A-�- --- ----------------- --- Link ID stiale-10
530 ___ _,_p__eengtr- 7..76-ft_.__ _�, ___�_____ ____________ _____ ______ _____ ------I_____ ____________ _____ ______ _____ ______, _____,____it'r�9th-39}.00.1f- _____._____�______�_____ 1_____ ;______,_____ ;______._____�______�_____ 1______I_____,_____ ;______._____�______.____
529 " Die 1800 in ;__q __-_____;_____ �___________________ k_____;______-_____;_____ ;______;_____;______ k_____;______ ______ Dia 24.00 in
,� g_5__,___�____ �y_y_ _____ ____�_____�______�_____,______- _____,______- __________ ,______-I_____,_____ -______�_____�______�____
528 ___ a _w Vo invert 524.90 ft__ -- a_-________________ -______:_ ------I_____ ____________ _____ ______ _____ ______ _____ ___--17pinv 0 0 4-.47tt-_____:_____,______;_____:_____ ______:___________:_____,______:_____:______:_____:_____ -______:_____.______:____
p 67 ffm
527 - 1______-_____------ __ ____________ _____ ______ _____ ______, _____,---- 1pYer3414W7t------ .__________ ,------ ,------ ,------ .��_____ ______ _____ ____________
526
521
_____ _ _____________ I-______. _ _ ------ ______-______------ ____________ _____ ______ _____ ______ _____ ____________
520
_____ __ ______I_____ _____{__________;____________ ____________ ______ ____________
517
_____ - _____{_____ ________________;_____ -______*_____ -______ _____ ______ _____ ______ _____ ____________ _____ ______ ____
u, 516________•_____'______•_____•______'______•______'______•_____
--- _____•_____•______•_____•_____'____ ___ __ __
514
_____
513
_____________________________------------------- .------ ____________�____
w
512
- m
511
________________I______-______I______}_____-______k_________
509-
_____ -______._____�___
508
_____ v
507
_____
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+96 2+06 2+10 2+20 2+36 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 4+00 4+16 4+26 4+36 4+46 4+56 4+60 4+70 4+80 4+90 5+00 5+10
Slat- [It]

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
Profile Plot
Main Street Storm Sewer
y
-----------------------
--------------------------------_----------------------------------------------
0
Link ID Swale-11
528.5 _ iA+___________________________________________________________________________________ 1__________ I-___________L-pngt#r230.00-f<__________�_ __________ __________ __________ ____________________,----------- ----------- -------
D
iu 24.00 in.
Shape 0.0191 ftht
528 ___y a_______ __________ __________ ________________________________________________________________ __________-------
Did Invert 521 10 ft
627.5 ___ ---------------------- ' _________ _____ ______ ______ ______ _______ _______ _______ _______ _______ _____
527 ____•---------- •----------•----------•---------- •---------- •---------- '---------- •----------- ----------- ----------------------- -----_ -----_ ---------- ---------- ------_------_----------- ----------- -----
626.5 --_-------
526 ___-__________--;__________ ;__________ ;___________ I I _-----------
-----------
_______
525.5 --------- ______-------- ______-------- _____--------- ___--- ______
0 525
Io
q;m
H
v" h
5235 -----
o C
Z H
523 _____ _____
622.5 -----
522 _____ _____
521.5 -----
521
620.5....
---
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+86 1+90 2+00 2+10 2+26 2+30 2+40 2+50 2+66 2+70 2+80 2+96 3+00 3+10 3+20 3+36
Station (fq

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
SN Element Description
From (inlet) To(Oatlet) Length
Inlet
Inlet
Outlet Outlet Total Average Pipe
Pipe
Pipe Manning's
Entrance
Exit/Bend Additional
Initial Flap Lengthening Peak
Time of
Max Travel
Design
Max Flow/
Max
Total
Max Reported
ID
Node
Node
Invert
Invert
Invert
Invert Drop
Slope Shape
Diameter
Width Roughness
Losses
Losses
Losses
Flow
Gate
Factor Flow
Peak
Flow
Time
Flow
Design Flow
Flow Depth/
Time
Flow Condition
Elevation
Offset
Elevation
Offset
or Height
Flow Velocity
Capacity
Ratio
Total Depth Surcharged
Depth
Occurrence
Ratio
(ff)
(ft)
(ft)
(ff)
(ft) (ft)
N
(inches) (inches)
(cfs)
(cfs)
(days hh:mm)
(ft/sec) (min)
(cfs)
(min)
(ft)
1 BVP-1
Inlet-05
Out-05 3653.14
485.00
0.00
484.00
0.00 1.00
0.0300 Dummy
0.000
0.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.00
0 0000
0.00
2 BVP-2
Inlet-Ol
Out-Ol 1646.84
502.50
0.00
501.50
0.00 1.00
0.0600 Dummy
0.000
0.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.00
0 00:00
0.00
3 BVP-371
Inlet-03
Out-03 3305.57
524.90
0.00
524.47
0.00 0.43
0.0100 Dummy
0.000
0.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.00
0 00:00
0.00
4 BVP-372
Inlet-04
Out-04 2990.46
508.59
0.00
508.09
0.00 0.50
0.0200 Dummy
0.000
0.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.00
0 0000
0.00
5 GYP-370
Inlet-02
Out-02 2717.39
508.48
0.00
507.96
0.00 0.52
0.0200 Dummy
0.000
0.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.00
0 0000
0.00
6 PIPE-1
Inlet -OS
Out -OS 78.40
485.00
0.00
484.00
0.00 1.00
1.2800 CIRCULAR
24.000
24.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 1.36
0 10.11
3.90
0.34
22.14
0.06
0.17
0.00
0.34 Calculated
7 PIPE-2
Inlet-01
Out-01 52.40
502.50
0.00
501.50
0.00 1.00
1.9100 CIRCULAR
24.000
24.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 3.23
0 10 10
5.79
0.15
27.09
0.12
0.23
0.00
0.46 Calculated
8 SD-370
Inlet-02
Out-02 43.76
508.48
0.00
507.96
0.00 0.52
1.2000 CIRCULAR
18.000
18.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.59
0 10: 10
3.11
0.23
9.97
0.06
0.17
0.00
0.25 Calculated
9 SD-371
Inlet-03
Out-03 37.78
524.90
0.00
524.47
0.00 0.43
1.1400 CIRCULAR
18.000
18.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.08
0 10: 10
1.68
0.37
9.71
0.01
0.06
0.00
0.10 Calculated
10 SD-372
Inlet-04
Out-04 43.94
508.59
0.00
508.09
0.00 0.50
1.1400 CIRCULAR
18.000
18.00
0.0150
0.5000
0.5000
0.0000
0.00
NO
1.00 0.76
0 10: 11
3.27
0.22
9.71
0.08
0.19
0.00
0.28 Calculated

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
From (Inlet)
To (Outlet)
Length
Inlet
Outlet
Average
Channel
Channel
Channel
Peak
Max
Design
Max Flow /
Max
Max
Reported
ID
Node
Node
Invert
Invert
Slope
Type
Height
Width
Flow
Flow
Flow
Design Flow
Flow Depth /
Flow
Condition
Elevation
Elevation
Velocity
Capacity
Ratio
Total Depth
Depth
Ratio
(ft)
(ft)
(ft)
N
(ft)
(ft)
(cfs)
(ft/sec)
(cfs)
(ft)
swale-1
Inlet-06
Out-06
581.00
503.00
476.00
4.6500
Trapezoidal
2.000
14.00
2.23
3.62
169.87
0.01
0.12
0.24
Calculated
swale-10
Out-03
Out-09
361.00
524.47
504.00
5.6700
Trapezoidal
2.000
14.00
0.32
1.97
187.64
0.00
0.04
0.08
Calculated
swale-11
64
Out-10
230.00
525.50
521.10
1.9100
Trapezoidal
2.000
14.00
0.23
1.23
108.99
0.00
0.04
0.09
Calculated
Swale-2
64
Out-11
638.00
501.40
474.00
4.2900
Trapezoidal
2.000
14.00
0.42
2.41
163.30
0.00
0.05
0.09
Calculated
swale-3-A
64
Inlet-01
472.00
526.00
502.50
4.9800
Trapezoidal
2.000
14.00
3.23
3.94
175.83
0.02
0.15
0.29
Calculated
swale-3-B
Out-01
64
150.00
501.50
495.00
4.3300
Triangular
3.000
14.00
4.16
4.32
251.47
0.02
0.21
0.64
Calculated
swale-3-c
64
64
281.00
495.00
473.00
7.8300
Triangular
3.000
14.00
4.95
5.66
338.01
0.01
0.21
0.61
Calculated
swale-3-d
64
outfall
81.00
473.00
471.10
2.3500
Triangular
3.000
14.00
9.57
4.21
185.01
0.05
0.33
0.99
Calculated
swale-3-E
Out-02
Out-01
135.00
507.96
501.50
4.7800
Trapezoidal
2.000
14.00
0.59
2.22
172.36
0.00
0.06
0.12
Calculated
swale-4
64
64
277.00
511.30
495.00
5.8800
Trapezoidal
2.000
14.00
0.51
2.29
191.15
0.00
0.05
0.10
Calculated
swale-5a
64
64
200.00
523.00
521.00
1.0000
Trapezoidal
2.000
14.00
0.19
0.99
78.80
0.00
0.05
0.09
Calculated
swale-513
64
64
473.00
521.00
495.00
5.5000
Triangular
3.000
14.00
2.44
4.38
283.22
0.01
0.17
0.50
Calculated
swale-5C
64
64
368.00
495.00
473.00
5.9800
Triangular
3.000
14.00
4.64
5.08
295.37
0.02
0.21
0.63
Calculated
swale-6
Out-04
Inlet-05
482.00
508.09
485.00
4.7900
Trapezoidal
2.000
14.00
1.36
3.00
172.47
0.01
0.09
0.19
Calculated
swale-7
64
Out-07
725.00
508.58
483.10
3.5100
Trapezoidal
2.000
14.00
0.35
2.32
147.73
0.00
0.04
0.09
Calculated
swale-8
64
Inlet-04
525.00
531.00
508.59
4.2700
Trapezoidal
2.000
14.00
0.76
2.61
162.81
0.00
0.07
0.14
Calculated
swale-9
64
Out-08
467.00
531.00
504.00
5.7800
Trapezoidal
2.000
14.00
0.23
1.97
189.47
0.00
0.03
0.06
Calculated

DocuSign Envelope ID: 8BCF71 FB-66B3-4F5F-A569-3ADB12BD66EA
SIN Element Description Data Data Rainfall Rain State County Return Rainfall Rainfall
ID Source Source Type Units Period Depth Distribution
ID
(years) (inches)
1 Rain Gage-01 Time Series TS-01 Intensity inches North Carolina Alamance 10 7.5 Constant Intensity .75 in/hr