SW7131206_HISTORICAL FILE_20150217

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %z�� n�
DOC-TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
(� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�J
YYYYMM DD

Engincers
Planners
Survccors
Borum, AVade and .Associates, P..A.
TRANSMITTAL LETTER
TO: Samir Dumpor
NCDENR- Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
DATE: February 17, 2015
RE: River Run Apartments
Winfield Street, Chocowinity, NC
( X ) herewith ( ) under separate cover
For Your:
( ) approval
( X) review & comment
O use
The Following:
Copies Date Descriptions
1 Stormwater Permit Designer' Certification
Remarks:
Attached is the required certification for final approval. Please call if you have any questions.
Thank you,
SENT BY: Matt Williams, PE COPY TO: File
621 [uorne Court, Suite 100, Greensboro, NC 27401 -271 1 • PO Box 21SS2, Creensboro, NC 27420-1882
Phone [phone] • FaN 116-27S-371n
VVeb;iie: '% borum -wade ram
NC Ircn:r 4: C 0868

AMA
Ri
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
December 20, 2013
River Run Apartments, LLC
Attn.: Fred G. Mills, Sr. Manager
PO Box 6171
Raleigh, NC 27628
Subject: Request for Additional Information
Stormwater Permit No. SW7131206
River Run Apartments
Beaufort County
Pat McCrory, Governor
John E. Skvada, III, Secretary
Dear Mr. Mills:
The Washington Regional Office received a Coastal Stormwater Permit Application for the
River Run Apartments project on December 13, 2013. A preliminary review of that
information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Plan sheet C-5, page 2 of the Wet Detention Basin Supplement and the
calculations are showing different numbers for the following:
• Temporary Pool area (14,198 sf, 12,100 sf. And 14,193 sf)
• Required Perm. Pool area (9,932 sf, 6,952 sf and 9,932 sf)
• SA/DA is shown as 3.5 instead of 5.00 on wet detention
supplement on two places;
• Perm. Pool area provided (11,983 sf, 11,863 sf.;
Please revise incorrect numbers and resubmit back for approval.
The requested information should be received in this Office prior to December 27, 2013,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Washington Regional Office
943 Washington Square Mall, Washington, North Carolina 27889 • Phone: [phone] / FAX: [phone]
Internet: http://www.pogal.ncdenr.org/web/Ir/land-quality
An Equal Opportunity / Affirmative Action Employer - 50%Recycled/10% Post Consumer Paper

Please reference the State assigned project number on all correspondence. If you have
any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Samir Dumpor
Environmental Engineer
CC: Matt Williams, PE, Borum, Wade and Associates (PO Box 21882,
Greensboro, NC 27420-1882)
v/ Washington Regional Office

I
EXPRESS
DEC 13 2013
NC ®F,NR
River Run Apartments Narrative
River Run Apartments is being developed as a 48 unit apartment development
consisting of 6 two story buildings along with a community center, amenity areas and
associated drives and parking areas. The site is located off Winfield Road
approximately 400 ft southeast of the intersection of Winfield Street and US Highway 17
in the Town of Chocowinity.
The project site is located in an existing farm field with no blue line streams on a USGS
Quad Map or NRCS Soils Map. The site is 6.14 acres with a proposed disturbed area of
5.55 Acres. The site will be high density with impervious area at 2.28 ac (37.1 % BUA)
and a Wet Detention Pond will be used to meet the Stormwater BMP requirements.

i 1 t
f rR.✓.,ECI INi=ORVIA TION SHEET �-
8C'C)k CALENC^F $ 19
CHECK Ns4fviE: finGi N � L� L J Check#.
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BASIN:
RESPONDBY:
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ADI ITEMS / PROJECT NOTES:
ECEIPT/ ADI SENT:
I DI DUE DATE:
SOILS SHT.:
TOPO MAP
AREA` 75(, AC
UE: SPECIALIST RECEIP i
CCESS !8Er\�1. C GE i -, ROLL- FILE ! [J
IJ ll DFr, 13 2013
LAND QUALITY SECTION
,NASHINGTON REGIONAL OFFICE

1101
FPM Development, LLC
P.O. Box 6171
Raleigh, NO 27628-6171
[phone]
PAY
TO THE
ORDER OF.
66-112-531
DATE
n'0000 L LO in' i:05310 L L 2 Li:0005 L094 20834u'
fjl nN1
FGM Development, LLC
P.O. Box 6171
I
Raleigh, NO 27628-617.1
[phone]
DOLLARS 8 —=- -
w
1100
66-112-531
PAY DATE ' .L` %- /_7
To THE
ORDER OF
�
DOLLARS a -=
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116000011001'• 1:053101120:0005109t.20834u■
BORUM WADE AND ASSOCIATES PA
uu Lr GREENSBORO. NO 27401-2771
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7583
66-112/531
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$ 65..00
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EXPRESS
DEC 13 Z013 Stormwater Calculations
C ®ENR FOR
River Run Apartments
Owner:
River Run Apartments, LLC
P.O. Box 6171
Raleigh, NC
Borum, Wa(Ie an(I Associates, 1).A
621 Eugene Court
Suite 100
Grceusboro.NC; 27401-2711
336-275-0471
,Hnngq
%%%:,XN CA,960"
=pP•oFEssi0V.,y
aQSEAL t7 -
R.0 `��c"
f3

Storm Drainaqe Design
Project: BRYANT PROPERTIES
Location: HICONE ROAD
Storm: 10 Year
Description: Proposed Drainage Analysis
Computed By: MLW Date: 12/11/08
Checked By: MLW Revised: 12/11/08
Pipe Runoff
Pipe Design
Drainage
Area
Tc
C
Intensity
Q=CIA
n
Pipe
Dtheo.
Size
No.
in/hr
cfs
in
in
Sub
Total
Design Time
Sloe
2
0.72
0.72
10.0
0.80
6.7
3.86
0.013
0,010
12.35
15
1
0.08
0.80
10.0
0.80
6.7
4.29
0.013
0.005
14.53
15
6
0.32
0.32
10.0
0.80
6.7
1.72
0.013
0.005
10.38
12
5
0.08
0.40
10.0
0.80
6.7
114
0.013
0.005
11.2S
12
4
0.35
0.75
10.0
0.80
6.7
4.02
0.013
0.005
14.21
15
3
1.24
1.99
10.0
0.80
6.7
10.67
0.013
0.012
17.48
18
8
0.28
0.28
10.0
0.80
6.7
L50
0.013
0.005
9.87
12
7
0.08
0.36
10.0
0.80
6.7
1.93
0.013
0.005
10.85
12
9 0.20 0.20 10.0 0.80 6.7 1.07 0.013 0.005 5.J 12
10 6.50 6.50 10.0 0.50 6.7 21.78 0.013 0.005 2612
Borum, Wade and Associates, P.A Confidential 1112112013 Page 1

3Do
Outlet i = Do + 0.41-a 120
pipe
diameter (Do)�_ Oa
T i wa.50o
_
100
90 .
oc _
QQ� 10
N
cIq 60 .
I
3 5 10 20 50 100 200 500
Discharge (0/sec)
.j0
1000
Curves may not be extrapolated.
Figure 8.06b Design of outlet protection from a round pipe flowing full, maximum tailwater condition (T.2 0.5 diameter).
piVES Dy1cHAKGE ZN7� �ah'0 BE6ai✓ NaRmA� l�oa�
FES
SECTION
Q (Cfs)
d50
dMAX
LAYER
THICKNESS
LENGTH
FT.
WIDTH
FT:
I
It, 3
01'
0. 0
1 1
7
S
3
10,7
0, Sr
0,75
S'
l 0
6
7
1 A
0, ..
0.10
I'
I . I 1
0-g,
0. 60
'
10 a1.9 0.5 0.75 1•a5'

1 Cn ilCt
K C S
u nv.+.i ,.
in
S a
Hui uin, W a d c and As so ci a t cs, P..A.
621 EWENE CART, 6REEN5BORO, NG 214C
PHONE: [phone] FAX: [phone]
S7-,ejh 19TER
(�riZL� T. ,r CRK T
PROJECT NAME
CLIENTSHEET OF -
BY
BY /� � L to/ DATE
GHEGKED DATE
i
I ,
I
.

Water Quality Pond Design
Project #RIVER RUN
Design by:
Location:jChoco
Checked by:
awinity,_NC,t
Date:
SITE DATA
Onsite DA: 4 56 Ac.
Offsite DA:
UA:
Onsite B` 2 28 Ac.
Offsite BUA:
Drainage Area:
Impervious Area: 2 28 Ac.
% Impervious Area: 50.00 %
REQUIRED WATER QUALITY SURFACE AREA
Prop. Pond Depth: 35 ft.
SAIDA Ratio: 5 (from stormwater magement BMP manual)
SA Required: 1 0.23 AC. = 9932 SF /
SA Drainage Provided ,,:'10,288 AC. "yr �;12100 SF
SA Elevation= 25.00
REQUIRED WATER QUALITY STORAGE
Rv =0.05 + 0.009 (1) Rv = runoff coefficient
1= percent impervious area
Rv= 0.500
Volume= (Design rainfall) (Rv) (Drainage Area)
Design Rainfall=
1.5 In.
WQ Volume Required=
[�' %� 0,285�acre-feet = ,;
12 „415 CF
WQ Storage
Elev. Area Storage
'.,14198
-260
13,033 CF
?„ _<0
0 CF
Total=
13,033 CF
WQ Volume Provided=
0.299 acre-feet =
13,033 CF
PERMANENT SEDIMENT STORAGE REQUIRED
Sediment Storage Req.=1/8 AcAn per Acre of Total Drainage Area to Pond
11/12/2013
Sediment Storage Required=
2,069 CF
Forbay Sediment Storage
Elev. Area Storage
„19
I , 20 0 ` 1 236� 1033 CF
, 20'St 1,693 732 CF
Main Pool Sediment Storage
Elev, Area Storage
20 0 y 215691
205, 1382 CF
r27959
Sediment Storage Provided=
3,147 CF
Borum, Wade, and Associates, P.A. Page 1

WQ ORIFICE SIZE FOR 2-5 DAY DRAWDOWN
Use falling head office equation
t= (2(A)) (Jh1 41h2) t= time for WO drawdown
(c(a)( 2g))2g)) A= Reservoir Area (sf) = j3;255 sf
P� c= Orrice Coefficient = 0.6
Orfice Dia a n 7' . in. a= Area of Orice (sf) = 0.02180556 sf
g= Accel. Due to gravity = 32.2 ft/sec2
t= 252,492 sec h1= head at start = 1 ft
t= 2.9 days h2= head at end = 0 ft
SEASONAL HIGH WATER TABLE
Max. Elev.
Difference Allowed=
0.5 ft
SHWT=
65.40
Normal Pool Elev.=
65.00
Elev. Difference=
0.4 ft
POND DEPTH
Area Permanent Pool=
11863 sf
Area Bottom Shelf=
9571 sf
I
Area Bottom Pond=
4423 sf
Normal Pool Elev.=
25
Bottom Pond Elev.=
20.5
Avg Depth = 3.74148
Borum, Wade, and Associates, P.A. Page 2

E n g i n e e r s PRo.lE6T NAME RIVER W111 K
anncrs
• furr'gT ifrs`�
.. �. �. WENT SHEET OF 7
ISorum, Wadcand Associatcs,l'.A. BY M�U/ OATE J0 -�q—�J
621 R*ENE COURT, 6REENSWRO, NG 21401
PHONE: [phone] FAX: [phone] GHEGKEO DATE
Check
one:
Present
Developed
Check
one:
T, Tt
through subarea
NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic,
or description of flow segments.
Sheet Flow (Applicable to T, only) Segment ID
1. Surface description (Table 3-1)................................................
2. Manning's roughness coeff., n (Table 3-1) ..............................
3. Flow length, L (total L < 100 ft).............................................. ft
4. Two-year 24-hour rainfall, PZ.................................................. in
5. Land slope, s....................................................................... ft/ft
6. T, = 0.007 (nL) 08 Compute T........................... hr
P2 0.5 5 4
Shallow Concetrated Flow Segment ID
7. Surface description (paved or unpaved) ...................................
8. Flow length, L......................................................................... ft
9. Watercourse slope, s........................................................... ftift
10. Average velocity, V (Figure 3-1).......................................... fUs
11. T, = L Compute T. ......................... hr
3600 V
Channel Flow Segment ID
Fum FMto
S
1-019
3,8f,
010
01)1
m
We EO
,too
a
I.
0.o =r a,o9
12. Cross sectional flow area, a ............................................... ftz
13. Wetted perimeter, P.......................................................... ft
14. Hydraulic radius, r = a Compute r.................................. ft
P,„
15. Channel Slope, s............................................................ fUft
16. Manning's Roughness Coeff., n............................................
17. V = 1.49 rz" s'/z Compute V ...................... ftis
n
18. Flow length, L...................................................................... ft
19. Ti = L Compute T..................................... hr + _
3600 V
20. Watershed or subarea Tc or Ti (add T, in steps 6, 11, and 19................................................................. hr

�.. _ En Si n'c c rs PRO.FCTNAME RIVER I/V A H
Planners
Su r,i•e y�o'Ys..�
CLIENT SHEET OF
Borum, Wade and Associates, 1'.A. 13Y m L w DATE I O -; 1]o - 13
b21 EMENE COURT, 6REEN5WRO, NC 21401
PHONE: [phone] FAX: [phone] CHECKED DATE
Check one: Present Developed
Check one: T,, TI through subarea
NOTES: Space for as many as two segments per flow type can be used for each worksheet. Include a map, schematic,
or description of flow segments.
Sheet Flow (Applicable to To only) Segment ID
1. Surface description (Table 3-1)................................................
2. Manning's roughness coeff., n (Table 3-1) ..............................
3. Flow length, L (total L < 100 ft).............................................. ft
4. Two-year 24-hour rainfall, Pz.................................................. in
5. Land slope, s............................:.......................................... ft/ft
6. T, = 0.007 (nQ °'e Compute T. .......................... hr
P zo.5 SOA
Shallow Concetrated Flow Segment ID
7. Surface description (paved or unpaved) ................................:..
8. Flow length, L......................................................................... ft
9. Watercourse slope, s........................................................... ft/ft
10. Average velocity, V (Figure 3-1).......................................... ftis
11. T, = L Compute T. ......................... hr
3600 V
Channel Flow Segment ID
12. Cross sectional Flow area, a ............................................... fe
13. Wetted perimeter, P. ......................................................... ft
14. Hydraulic radius, r = a Compute i.................................. ft
Pw .
15. Channel Slope, s............................................................ fUft
16. Manning's Roughness Coeff., n............................................
17. V = 1.49 r2n slrz Compute V ...................... fUs
n
AuEQ
150
01
0
o,aa
+
Z 00
18. Flow length, L..................................................................... ft .541
19. T, = L Compute T..................................... hr 0. a + _
3600 V fee" Cua616-f16( -A(1W {W-v/ of-rER
20. Watershed or subarea Te or T, (add T, in steps 6, 11, and 19................................................................. hr
d. 13
R
NG,

Water Quality Pond Design
Project RIVER RUN ° r Design by: ,MLW
Location )Chocowinrt NC ^' 3 Checked by }MLW ,
Date: 12/2/2013
69fi1�7`r1
Onsite DA:
4.56 Ac. Offsite DA: 0 Ac.
Onsite BUA:
2.28 Ac. Offsite BUA: 0 Ac.
Drainage Area:
4.56 Ac.
Impervious Area:
2.28 Ac.
% Impervious Area:
50.00 %
REQUIRED WATER QUALITY SURFACE AREA
Prop. Pond Depth: 3.5 ft.
SA/DA Ratio: 5 (from stormwater magement BMP manual)
SA Required: 0.23 AC. = 9932 SF
SA Provided: 0.28 AC. = 11983 SF
SA Elevation = 25.00
REQUIRED WATER QUALITY STORAGE
Rv =0.05 + 0.009 (1) Rv = runoff coefficient
1= percent impervious area
Rv= 0.500
Volume= (Design rainfall) (Rv) (Drainage Area)
Design Rainfall= 1.5 In.
WQ Volume Required= 0.285 acre-feet = 12,415 CF
WQ Storage Elev. Area Storage
25.0 11,983
26.0 14,198 13,091 CF
0 0 CF
Total= 13,091 CF
WQ Volume Provided= 0.301 acre-feet = 13,091 CF
PERMANENT SEDIMENT STORAGE REQUIRED
Sediment Storage Req.=1/8 AcAn per Acre of Total Drainage Area to Pond
Sediment Storage Required= 2,069 CF
Forbay Sediment Storage Elev. Area Storage
19.0 829
20.0 1,236 1033 CF
20.5 1,693 732 CF
Main Pool Sediment Storage
Sediment Storage Provided=
Borum, Wade, and Associates, P.A.
Elev. Area
19.5 2,130
20.5 2,959
4,309 CF
Page 1
2545 CF

WQ ORIFICE SIZE FOR 2-5 DAY DRAWDOWN
Use falling head orfice equation
t= (2(A) (dh1 -dh2) t= time for WO drawdown
(c(a)( 2g)) A= Reservoir Area (sf) = 13.255 sf
c= Orfice Coefficient = 0.6
Orfice Dia. 2.0 in. a= Area of Orfice (sf) = 0.02180556 sf
g= Accel: Due to gravity = 32.2 ft/sec'
t= 252,492 sec h1= head at start = 1 ft
t= 2.9 days h2= head at end = 0 ft
SEASONAL HIGH WATER TABLE
Max. Elev.
Difference Allowed=
0.5 ft
SHWT=
65.40
Normal Pool Elev.=
65.00
Elev. Difference=
0.4 ft
POND DEPTH
Area Permanent Pool=
11983 sf
Area Bottom Shelf=
9571 sf
Area Bottom Pond=
4423 sf
Normal Pool Elev.=
25
Bottom Pond Elev.=
20.5
Avg Depth = 3.74
Borum, Wade, and Associates, P.A. Page 2

STAGE STORAGE CHART
Elevation
Area SF
Incremental
Volume (CF)
Total
Volume (CFI
Ac-Ft
25.0
11,983
25.5
13,088
6,268
6,268
0.144
26.0
14,193
6,820
13,088
0.300
26.5
15,146
7,335
20,423
0.469
27.0
16,098
7,811
28,234
0.648
27.5
20,861
9,240
37,473
0.860
28.0
25,623
11,621
49,094
1.127
28.5
27,630
24,245
61,718
1.417

sTAGE-DISCHARCE FOR RISER/ BARREL NW-OVERFLOWNVEIR
Project:
RIVER RUN
Location:
CHOCOWINITY
Developer:
RIVER RUN
Input Data:
Pond # 1
Principal Weir
(acting as an weir)
Side 4=
0.00
fit —
Barrel
Elev.=
24
Invert elev. of barrel
Cd=
0.60
Orifice Coefficient
WQ WEIR
2 YEAR WEIR
Elev.=
25
Invert elev. of release
Bev.=
25
Invert Elev. Weir
Cd=
0.60
Orifice Coefficient
Cd=
0.60
Orifice Coefficient
Emergency Spillway
Overflow Weir (Dam Overtopping)
L=
0i
Weir length
L=
too,,
Weir length
Stage Increment
0.50
ft.
—��"release
Principal
Barrel
cip
ts-rpigtay
release
(weir)
Spillway
Overtopping
Outflow
BORUM.WADE, AND ASSOCIATES, P.A.

Sal Map —Beaufort County, North Carolina
Map Unit Legend
Beaufort County, North Carolina (NC013)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
r,ieven We sally main, u m I
percent slopes
Cr8 Craven fine sandy loam, 1 to 4
percent slopes
Totals for Area of Interest
c.'
3.5
i
6.0
_. 58.7%
100.0%
uSD,x Natural Resources Web Soil Survey 10r29r2013
:a¢m Conservation Service National Cooperative Soil Survey Page 3 of 3

IS7
V.S'
DUs scs lnlgp
PEAuFoR7 Co. , /vc
MAP 6 or aO
UEAL)FOR I COt I N7 Y. NCift TH CPOt I NA N 0 J

z.:
U S G S WRSNI ivc Toiv Q uAORR1m E, NC

Quick TR-55 Version: 5.46 SIN: Page 1
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:18:06
Watershed file: --> RRPR1 .WSD
Hydrograph file: --> RRPR1 .HYD
1 YEAR PREDEVELOPED STORM
>>>> Input Parameters Used to Compute Hydrograph « <<
----' ---'
Subarea AREA CN Tc * Tt Precip. Runoff Ia/p
Description (acres) (hrs) (hrs) (in) (in) input/used
-------------------------------------- — --- — ---___----
01 4.56 82.0 0.30 0.00 3.19 1 1.53 .14 .10
__------------------------------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Total area = 4.56 acres or 0.00713 sq.mi
Peak discharge = 7 cfs
>>>> Computer Modifications of Input Parameters <<«<
------------------ -- — ----------------------
Input Values Rounded Values Ia/p
Subarea Tc Tt Tc * Tt Interpolated Ia/p
Description (hr) (hr) (hr) (hr) (Yes/No) Messages
__ ---------------------- _---_--______---__-
01 0.29 0.00 0.30 0.00 No --
-------------------------------------------------------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Quick TR-55 Version: 5.46 SIN: Page 2
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:18:06
Watershed file: --> RRPR1 .WSD
Hydrograph file: --> RRPR1 .HYD
1 YEAR STORM
>>» Summary of Subarea Times to Peak <<<<
Peak Discharge at Time to Peak at
Composite Outfall Composite Outfall
Subarea (cfs) (hrs)
— -- — -------- -------------- ------------
01 7 12.2
---------------------------- ----
Composite Watershed 7 12.2

Quick TR-55 Version: 5.46 SIN: Page 3
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:18:06
Watershed file: --> RRPR1 .WSD
Hydrograph file: --> RRPR1 .HYD
1 YEAR STORM
Composite Hydrograph Summary (cfs)
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4
Description hr hr hr hr hr hr hr hr hr
----- ------------------------------------------------------------
0 1 0 0 0 1 3 5 7 7 5
-------------------------------------------------------------------------------
Total (cfs) 0 0 0 1 3 5 7 7 5
-------------------------------------------------------------------------------
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
Description hr hr hr hr hr hr hr hr hr
-------------------------------------------------------------------------------
01 3 2 2 1 1 1 1 1 1
__ ---------------------------------
Total (cfs) 3 . 2 2 1 1 1 1 1 1
--------------------- - --------------
Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
_______ _____------___ ____--___
O1 0 0 0 0 O0 0 OO
-______ ___ ___________________________________
Tota1 (cfs) 0 0 0 0 0 0 0 0 0
---------------------------____-----_____------______-----_
Subarea 18.0 19.0 20.0 22.0 26.0
Description hr hr hr hr hr
_____ __________________________________
01 0 0 0 0 0
---------------------------------------------------- ---------------
Total (cfs) 0 0. 0 0 0
Quick TR-55 Version: 5.46 SIN: Page 4
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:18:06
Watershed file: --> RRPR1 .WSD
Hydrograph file: --> RRPR1 .HYD
1 YEAR STORM

Time
Flow
Time
Flow
(hrs)
(cfs)
(hrs)
(cfs)
_________________
11.0
0
_________________
14.8
0
11.1
0
14.9
0
11.2
0
15.0
0
11.3
0
15.1
0
11.4
0
15.2
0
11.5
0
15.3
0
11.6
0
15.4
0
11.7
0
15.5
0
11.8
1
15.6
0
11.9
1
15.7
0
12.0
3
15.8
0
12.1
5
15.9
0
12.2
7
16.0
0
12.3
7
16.1
0
12.4
5
16.2
0
12.5
3
16.3
0
12.6
2
16.4
0
12.7
2
16.5
0
12.8
1
16.6
0
12.9
1
16.7
0
13.0
1
16.8
0
13.1
1
16.9
0
13.2
1
17.0
0
13.3
1
17.1
0
13.4
1
17.2
0
13.5
1
17.3
0
13.6
1
17.4
0
13.7
1
17.5
0
13.8
1
17.6
0
13.9
0
17.7
0
14.0
0
17.8
0
14.1
0
17.9
0
14.2
0
18.0
0
14.3
0
18.1
0
14.4
0
18.2
0
14.5
0
18.3
0
14.6
0
18.4
0
14.7
0
18.5
0

-----------------
18.6
0
-----------------
22.4
0
18.7
0
22.5
0
18.8
0
22.6
0
18.9
0
22.7
0
19.0
0
22.8
0
19.1
0
22.9
0
19.2
0
23.0
0
19.3
0
23
.1 0
19.4
0
23.2
0
19.5
0
23.3
0
19.6
0
23.4
0
19.7
0 _
23.5
0
19.8
0
23.6
0
19.9
0
23.7
0
20.0
0
23.8
0
20.1
0
23.9
0
20.2
0
24
.0 0
20.3
0
24.1
0
20.4
0
24.2
0
20.5
0
24.3
0
20.6
0
24.4
0
20.7
0
24 .5
0
20.8
0
24.6
0
20.9
0
24 .7
0
21.0
0
24.8
0
21.1
0
24..9
0
21.2
0
25.0
0
21.3
0
25.1
0
21.4
0
25.2
0
21.5
0
25.3
0
21.6
0
25.4
0
21.7
0
25.5
0
21.8
0
25.6
0
21.9
0
25.7
0
22.0
0
25.8
0
22.1
0
25.9
0
22.2
0
22.3
0

Quick TR-55 Version: 5.46 SIN: Page 1
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-12-2013 12:46:23
Watershed file: --> RRPR10 .WSD
Hydrograph file: --> RRPR10 .HYD
10 Year Predeveloped
>>>> Input Parameters Used to Compute Hydrograph <<<<
-------------------------------------------------------------------------------
Subarea AREA CN Tc * Tt Precip. Runoff Ia/p
Description (acres) (hrs) (hrs) (in) (in) input/used
-------------------------------------------------------------------------------
01 4.56 82.0 0.30 0.00 5.97 1 3.96 .07 .10
'------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Total area = 4.56 acres or 0.00713 sq.mi
.Peak discharge = 19 cfs
>>>> Computer Modifications of Input Parameters <<<<<
----------------- - --- -
Input Values Rounded Values Ia/p
Subarea Tc * Tt To * Tt Interpolated Ia/p
Description (hr) (hr) (hr) (hr) (Yes/No) Messages
----------------- -----------
01 0.29 0.00 0.30 0.00 No Computed Ia/p < .1
* Travel time from subarea outfall to composite watershed outfall point.
Quick TR-55 Version: 5.46 SIN: Page 2
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-12-2013 12:46:23
Watershed file: --> RRPR10 .WSD
Hydrograph file: --> RRPR10 .HYD
10 Year Predeveloped
>>>> Summary of Subarea Times to Peak <<<<
Peak Discharge at Time to Peak.at
Composite Outfall Composite Outfall
Subarea (cfs) (hrs)
----------------------------------------
01 19 12.2
-------------- -------------- ------------
Composite Watershed 19 12.2
Quick TR-55 Version: 5.46 SIN:. Page 3
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-12-2013 12:46:22
Watershed file: --> RRPR10 .WSD

Hydrograph file: --> RRPR10 .HYD
10 Year Predeveloped
Composite Hydrograph Summary (cfs)
-------------------------- -------------- ------------
Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4
Description hr hr hr hr hr hr hr hr hr
-------------------------------------------------------------------------------
01 1 1 1 3 7 13 19 19 13
-------------------------------------------------------------------------------
Total (cfs) 1 1 1 3 7 13 19 19 13
-------------------------------------------------------------------------------
Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8
Description hr hr hr hr hr hr hr hr hr
_-___-3------2----_-2______21-__-__
O1 8 6 41
_____ _ -----------------------------------
TOtal (cfs) 8 6 4 3 - 2 2 2 1 1
-------------------------------------------------------------------------------
Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
----------- -
01 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------
Total (cfs) 1 1 1 1 1 1 1 1 1
----------------'
Subarea 18.0 19.0 20.0 22.0 26.0
Description hr hr hr hr hr
-------------------------------------------------------------------------------
01 1 0 0 0 0
___---- " --------------------------------------------
Total (cfs) 1 0 0 0 0
Quick TR-55 Version: 5.46 SIN:
Time
Flow
Time
Flow
(hrs)
(cfs)
(hrs)
(cfs)
11.0
1
14.8
1
11.1
1
14.9
1
11.2
1
15.0
1
11.3
1
15.1
1
11.4
1
15.2
1
11.5
1
15.3
1
11.6
1
15.4
1
11.7
2
15.5
1
11.8
2
15.6
1
11.9
3
15.7
1
12.0
7
15.8
1
12.1
13
15.9
1
12.2
19
16.0
1
12.3
19
16.1
1
12.4
13
16.2
1
12.5
8
16.3
1
12.6
6
16.4
1
12.7
4
16.5
1
12.8
3
16.6
1
12.9
2
16.7
1
13.0
2
16.8
1
Page 4

13.1
2
16.9
1
13.2
2
17.0
1
13.3
2
17.1
1
13.4
2
17.2
1
13.5
2
17.3
1
13.6
1
17.4
1
13.7
1
17.5
1
13.8
1
17.6
1
13.9
1
17.7
1
14.,0
1
17.8
1
14.1
1
17.9
1
14.2
1
18.0
1
14.3
1
18.1
1
14.4
1
18.2
1
14.5
1
18.3
1
14.6
1
18.4
1
14.7
1
18.5
0
Time
Flow
Time
Flow
(hrs)
(cfs)
(hrs)
(cfs)
18.6
0
22.4
0
18.7
0
22.5
0
18.8
0
22.6
0
18.9
0
22.7
0
19.0
0
22.8
0
19.1
0
22.9
0
19.2
0
23.0
0
19.3
0
23.1
0
19.4
0
23.2
0
19.5
0
23.3
0
19.6
0
23.4
0
19.7
0
23.5
0
19.8
0
23.6
0
19.9
0
23.7
0
20.0
0
23.8
0
20.1
0
23.9
0
20.2
0
24.0
0
20.3
0
24.1
0
20.4
0
24.2
0
20.5
0
24.3
0
20.6
0
24.4
0
20.7
0
24.5
0
20.8
0
24.6
0
20.9
0
24.7
0
21.0
0
24.8
0
21.1
0
24.9
0
21.2
0
25.0
0
21.3
0
25.1
0
21.4
0
25.2
0
21.5
0
25.3
0
21.6
0 -
25.4
0
21.7
0
25.5
0
21.8
0
25.6
0
21.9
0
25.7
0
22.0
0
25.8
0
22.1
0
25.9
0
22.2
0
22.3
0

Quick TR-55 Version: 5.46 SIN: Page 1
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Watershed file: --> RRPR100 .WSD
Hydrograph file: --> RRPR100 .HYD
100 Year Predeveloped
>>>> Input Parameters Used to Compute Hydrograph <<<<
--- - ------ —----------------------------*------------------ -
Subarea AREA CN Tc Tt Precip. Runoff Ia/p
Description (acres) (bra) (hrs) (in) (in) input/used
---------------------------------------------------------------
1 4.56 82.0 0.30 0.00 9.99 1 7.77 .04 .10
-------------------------------------------------------------------------------
'* Travel time from subarea outfall to composite watershed outfall point.
Total area = 4.56 acres or 0.00713 sq.mi
Peak discharge = 37 cfs
>>>> Computer Modifications of Input Parameters <<<<<
- ----------------------------------------------------------- -
Input Values Rounded Values Ia/p
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Description (hr) (hr) (hr) (hr) (Yes/No) Messages
---------- --------------------------- -----
1 0.29 0.00 0.30 0.00 No Computed Ia/p < .1
-- — —------- — ---- — --------------------- — -----------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Quick TR-55 Version: 5.46 SIN: Page 2
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-12-2013 12:47:15
Watershed file: --> RRPR100 .WSD
Hydrograph file: --> RRPR100 .HYD
100 Year Predeveloped
>>>> Summary of Subarea Times to Peak <<<<
Peak Discharge at Time to Peak at
Composite Outfall Composite Outfall
Subarea (cfs) (hrs)
-------------- ----- ------------------
1 37 12.2
--------------
Composite Watershed
Quick TR-55 Version: 5.46 SIN:
-------------- ------------
37 12.2
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-12-2013 12:47:15
Watershed file: --> RRPR100 .WSD
Hydrograph file: --> RRPR100 .HYD
Page 3

100 Year Predeveloped
Composite Hydrograph Summary (cfs)
Subarea
11.0
11.3
11.6
11.9
12.0
12.1
12.2
12.3
12.4
Description
hr
hr
hr
hr
hr
hr
hr
hr
hr
-------------------------------------------------------------------------------
1
1
2
2
7
13
25
37
37
25
-------------------------------------------------------------------------------
Total (cfs)
1
2
2
7
13
25
37
37
25
-------------------------------------------------------------------------------
Subarea
12.5
12.6
12.7
12.8
13.0
13.2
13.4
13.6
13.8
Description
hr
hr
hr
hr
hr
hr
hr
hr
hr
-------------------------------------------------------------------------------
1
16
11
8
6
4
4
3
3
3
-------------------------------------------------------------------------------
Total (cfs)
16
11
8
6
4
4
3
3
3
Subarea
__-_____
14.0
14.3
14.6
____-__
15.0
15.5
16.0
16.5
17.0
-
17.5
Description
hr
hr
hr
hr
hr
hr
hr
hr
hr
1
2
2
2
2
2
1
_-- 1------
----
_1---
Total (cfs)
2
---
2-
--------2------2---
--1-----------------1--
Subarea
18.0
-'
19.0
-' -
20.0
22.0
26.0
---------------------
Description
hr
hr
hr
hr
hr
1
1
1
1
1
0
-------------
----
Total (cfs)
'-----
1
1
1
---------------------------
1
0
Time
Flow
Time
Flow
(hrs)
.(cfs)
(hrs)
(cfs)
11.0
1
14.8
2
11.1
1
14.9
2
11.2
2
15.0
2
11.3
2
15.1
2
11.4
2
15.2
2
11.5
2
15.3
2
11.6
2
15.4
2
11.7
4
15.5
2
11.8
5
15.6
2
11.9
7
15.7
2
12.0
13
15.8
1
12.1
25
15.9
1
12.2
37
16.0
1
12.3
37
16.1
1
12.4
25
16.2
1
12.5
16
16.3
1
12.6
11
16.4
1
12.7
8
16.5
1
12.8
6
16.6
1
12.9
5
16.7
1
13.0
4
16.8
1
13.1
4
16.9
1
13.2
4
17.0
1
13.3
4
17.1
1

13.4
3
17.2
1
13.5
3
17.3
1
13.6
3
17.4
1
13.7
3
17.5
1
13.8
3
17.6
1
13.9
2
17.7
1
14.0
2
17.8
1
14
.1
2
17.9
1
14.2
2
18.0
1
14.3
2
18.1
1
14.4
2
18.2
1
14.5
2
18.3
1
14.6
2
18.4
1
Time Flow
(hrs) (ofs)
-----------------
Time Flow
(hrs) (cfs)
-----------------
18.6
1
22.4
18.7
1
22.5
18.8
1
22.6
-18.9
1
22.7
19.0
1
22.8
19.1
1
22.9
19.2
1
23.0
19.3
1
23.1
19.4
1
23.2
19.5
1
23.3
19.6
1
23.4
19.7
1
23.5
19.8
1
23.6
19.9
1
23.7
20.0
1
23.8
20.1
1
23.9
20.2
1
24.0
20.3
1
24.1
20.4
1
24.2
20.5
1
24.3
20.6
1
24.4
20.7
1
24.5
20.8
1
24.6
20.9
1
24.7
21.0
1
24.8
21.1
1
24.9
21.2
1
25.0
21.3
1
25.1
21.4
1
25.2
21.5
1
25.3
21.6
1
25.4
21.7
1
25.5
21.8
1
25.6
21.9
1
25.7
22.0
1
25.8
22.1
1
25.9
22.2
1
22.3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

Quick TR-55 Version: 5.46 SIN: Page 1
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:09:45
Watershed file: --> RRP01 .WSD
Hydrograph file: --> RRP01 .HYD
1 YEAR POST DEVELOPED STORM
>>>> Input Parameters Used to Compute Hydrograph <<«
------------------
Subarea AREA CN Tc * Tt Precip. Runoff Ia/p
Description (acres) (hrs) (hrs) (in) (in) input/used
-------------------------------------------------------------------------------
01 4.56 88.5 0.20 0.00 3.19 1 2.03 .08 .10
__ -------------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Total area = 4.56 acres or 0.00713 sq.mi
Peak discharge = 12 cfs
» >> Computer Modifications of Input Parameters <<<<<
-- ----------------------------------------------
Input Values Rounded Values Ia/p
Subarea Tc * Tt Tc * Tt Interpolated Ia/p
Description (hr) (hr) (hr) (hr) (Yes/No) Messages
-------------------------------------------------------------------------------
O1 0.17 0.00 0.20 0.00 No Computed Ia/p < .1
-------------------------------------------------------------------------------
* Travel time from subarea outfall to composite watershed outfall point.
Quick TR-55 Version: 5.46 SIN: Page 2
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:09:45
Watershed file: --> RRPO1 .WSD
Hydrograph file: --> RRPO1 .HYD
1 YEAR POST DEVELOPED STORM
>>>> Summary of Subarea Times to Peak <<<<
Peak Discharge at Time to Peak at
Composite Outfall Composite Outfall
Subarea (cfs) (hrs)
__ ---------------- _-----------
01 12 12.2
---------------------------- _-----------
Composite Watershed 12 12.2

Quick TR-55 Version: 5.46 SIN: Page 3
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:09:45
Watershed file: --> RRPO1 .WSD
Hydrograph file: --> RRPO1 .HYD
1 YEAR PRE DEVELOPED STORM
Composite Hydrograph Summary (cfs)
.Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4
Description hr hr hr hr hr hr hr hr hr
_______________________________________________________________________________
O1 0 0 1 3 6 11 12 7 4
___________________________________ ______-__--___-_
Total (cfs) 0 0 1 3 6 11 12 7 4
_________________ _-_______---___-_____________
Subarea 12.5 12.6 12.7, 12.8 13.0 13.2 13.4 13.6 13.8
Description hr hr hr hr hr hr hr hr hr
__ __ _________________--___-__________________________________
O1 2 2 1 1 1. 1 1 1 1
_______________________________________________________________
Total (cfs) 2 2 1 1 1 1 1 1 1
_--________________________________________
Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5
Description hr hr hr hr hr hr hr hr hr
O1 _ i_____i______O______O__-__-O______o______a______o______o__
--
Total (cfs)----i------------------o---------------------------------
o
Subarea 18.0 19.0 20.0 22.0 26.0
Description hr hr hr - hr hr
-------------------------------------------------------------------------------
01 0 0 0 0 0
______________________________
Total (cfs) 0 0 0 0 0

Quick TR-55 Version: 5.46 S/N:
TR-55 TABULAR HYDROGRAPH METHOD
Type II Distribution
(24 hr. Duration Storm)
Executed: 11-22-2013 15:09:45
Watershed file: --> RRPOl .WSD
Hydrograph file: --> RRPO1 .HYD
1 YEAR PRE DEVELOPED STORM
Time
Flow
Time
Flow
(hrs)
(cfs)
(hrs)
(cfs)
11.0
0
14,8
0
11.1
0
14.9
0
11.2
0
15.0
0
11.3
0
15.1
0
11.4
0
15.2
0
11.5
1
15.3
0
11.6
1
15.4
0
11.7
2
15.5
0
11.8
2
15.6
0
11.9
3
15.7
0
12.0
6
15.8
0
12.1
11
15.9
0
12.2
12
16.0
0
12.3
7
16.1
0
12.4
4
16.2
0
12.5
2
16.3
0
12.6
2
16.4
0
12.7
1
16.5
0
12.8
1
16.6
0
12.9
1
16.7
0
13.0
1
16.8
0
13.1
1
16.9
0
13.2
1
17.0
0
13.3
1
17.1
0
13.4
1
17.2
0
13.5
1
17.3
0
13.6
1
17.4
0
13.7
1
17.5
0
13.8
1
17.6
0
13.9
1
17.7
0
14.0
1
17.8
0
14.1
1
17.9
0
14.2
1
18.0
0
14.3
1
18.1
0
14.4
1
18.2
0
14.5
0
18.3
0
14.6
0
18.4
0
14.7
0
18.5
0
-----------------
18.6
0
-----------------
22.4
0
18.7
0
22.5
0
18.8
0
22.6
0
18.9
0
22.7
0
19.0
0
22.8
0
19.1
0
22.9
0
19.2
0
23.0
0
19.3
0
23.1
0
19.4
0
23.2
0
19.5
0
23.3
0
19.6
0
23.4
0
19.7
0
23.5
0
19.8
0
23.6
0
19.9
0
23.7
0
20.0
0
23.8
0
20.1
0
23.9
0
Page 4

20.2
0
24.0
20.3
0
24.1
20.4
0
24.2
20.5
0
24.3
20.6
0
24.4
20.7
0
24.5
20.8
0
24.6
20.9
0
24.7
21.0
0
24.8
21.1
0
24.9
21.2
0
25.0
21.3
0
25.1
21.4
0
25.2
21.5
0
25.3
21.6
0 _
25.4
21.7
0
25.5
21.8
0
25.6
21.9
0
25.7
22.0
0
25.8
22.1
0
25.9
22.2
0
22.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0

POND-2 Version: 5.20 SIN:
EXECUTED: 11-22-2013 15:11:19
******kkkkk*kk*hhkkhhkkhxk+k##k##x**k*#kkxkxh«kk#
k *
* River Run Pond Design 1 YEAR POST DEVELOPED
k
******kkkk*hkkkhh*h**k*h***x*#***********k*k**kk*
Inflow Hydrograph: RRPO1 .HYD
Rating Table file: RIVRUN .PND
----INITIAL CONDITIONS ----
Elevation = 25.00 ft
Outflow = 0.00 Cfs
Storage = 0.00 ac-ft
GIVEN POND DATA
______________________________
ELEVATION( OUTFLOW I STORAGE
(ft) (cfs) (ac-ft)
I__________I
25.00 I 0.0 I 0,0001
25.50 I 0.1 I 0.1441
26.00 I 0.1 I 0.3041
26.50 I 8.6 I 0.4761
27.00 I 24.2 I 0.6561
27.50 I 44.3 I 0.844I
28.00 I 68.1 I 1.0401
28.50 I 95.1 I 1.2451
29.00 I 87.7 I 1.4581
______________________________
1NTERMEOIAPE ROUTING
COMPUTATIONS
_____________________
2S/t 2S/t + 0
(cfs) (cfs)
0.0
0.0
34.8
34.9
73
.6
73.7
115.2
123.8
158.8
182.9
204.2
248.5
251.7
319.7
301.3
396.4
352.8
__________________________
440.6
Time increment (t) = 0.100 hrs.
POND-2 Version: 5.20 SIN: Page 2
EXECUTED: 11-22-2013 15:11:19
Page 1
Pond File:
RIVRUN .PND
Inflow Hydrograph:
RRPO1 .HYD
Outflow
Hydrograph:
RIVRUN .HYD
INFLOW HYDROGRAPH
ROUTING
COMPUTATIONS
__________________
TIME
INFLOW
__________________--_-_-------------_-__-_____________
I1+I2
2S/t - 0
2S/t + O
I OUTFLOW
(ELEVATION
(hrs)
(cfs)
(cfs)
(cfs)
(cfs)
I (cfs)
I (ft)
11.000
I 0.001
---------
1 -----
I ------------
1
0.0
-----------
I 0.01
I ---------
0.00
I_________
1 25.00
11.100
I 0.001
1 0.0
I
0.0
I 0.01
0.00
I _25.00
11.200
1 0.001
1 0.0
I
0.0
I 0.01
0.00
I 25.00
11.300
0.001
1 0.0
I
0.0
I 0.01
0.00
I 25.00
11.400
0.001
1 0.0
I
0.0
I 0.01
0.00
I 25.00
11.500
1.001
1 1.0
I
1.0
I 1.01
0.00
I 25.01
11.600
I 1.001
1 2.0
I
3.0
I 3.01
0.01
I 25.04
11.700
I 2.001
1 3.0
I
6.0
6.01
0.01
I 25.09
11.800
I 2.001
1 4.0
I
9.9
j 10.0I
0.02
I 25.14
11.900
3.001
1 5.0
I
14.9
I 14.91
0.03
I 25.21
12.000
6.001
1 9.0
I
23.8
I 23.91
0.05
I 25.34
12.100
I 11.001
1 17.0
I
40.6
I 40.8I
0.07
I 25.58
12.200
I 12.001
23.0
I
63.4
I 63.61
0.09
I 25.87
12.300
I 7.001
1 19.0
I
79.3
I 82.41
1.59
I 26.09
12.400
4.001
1 11.0
I
84.4
I 90.3I
2.92
I 26.17
12.500
2.001
1 6.0
I
84.5
I 90.4I
2.94
I 26.17
12.600
2.00(
1 4.0
1
83.3
I 88.51
2.62
I 26.15
12.700
I 1.001
1 3.0
I
81.8
I 86.31
2.24
I 26.13
12.800
I 1.O01
1 2.0
I
80.2
I 83.81
1.82
I 26.10
12.900
I 1.001
1 2.0
I
79.1
I 82.21
1.54
I 26.08
13.000
I 1.001
1 2.0
78.4
I 81.11
1.36
I 26.07
13.100
I 1.001
1 2.0
I
77.9
I 80.41
1.24
I 26.07
13.200
I 1.001
1 2.0
I
77.6
I 79.91
1.16
I 26.06
13.300
1 1.001
1 2.0
I
77.4
I 79.61
1.10
I 26.06
13.400
1 1.001
1 2.0
1
77..2
1 79.41
1.07
1 26.06

13.500
1.001 1
2.0
13.600
1.001 1
2.0
13.700
1.001 1
2.0
13.800
1.001 1
2.0
13.900
1.001 1
2.0
14.000
1.001 1
2.0
14.100
1.001 1
2.0
14.200
1.001 1
2.0
14.300
1.001 1
2.0
14.400
1.001 1
2.0
14.500
0.001 1
1.0
14.600
0.001
0.0
14.700
0.001 1
0.0
14.800
0.001 1
0.0
14.900
0.001 1
0.0
15.000
0.001 1
0.0
15.100
0.001 1
0.0
15.200
0.001 1
0.0
15.300
0.001 1
0.0
15.400
0.001 1
0.0
15 500
15.600
15.700
15.800
15.900
16.000
16.100
16.200
16.300
16.400
16.500
16.600
16.700
16.800
16.900
17.000
17.100
17.200
17.300
17.400
17.500
17.600
17.700
17.800
17.900
18.000
18.100
18.200
18.300
18.400
18.500
18.600
18.700
18.800
18.900
19.000
19.100
19.2.00
19.300
19.400
19.500
19.600
19.700
19.800
19.900
20.000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00'
0.00
0.00
0.00
0.00
0.00
0.00
0.001
0.001
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 1
0.0
0.0
0.0
0.0
0.0 1
0.0 1
0.0 1
0.0 1
0.0
0.0
0.0
77.1
79.2
77.1
79.1
77.0
79.1
77.0
79.0
77.0
79.0
77.0
79.0
77.0
79.0
77.0
79.0
77.0
79.0
77.0
79.0
76.3
78.0
75.2
76.3
74.5
75.2
74.0
74.5
73.7
74.0
73.5
73.7
73.3
73.5
73.1
73.3
72.9
73.1
72.7
--------------------------
72.9
72.5
72.7
72.3
72.5
72.1
72.3
71.9
72.1
71.7
71.9
71.5
71.7
71.3
71.5
71.1
71.3
70.9
71.1
70.7
70.9�
70.5
70.7
70.3 1
70.51
70.1 1
70.31
69.9 I
70.11
69.7 1
69.91
69.5 1
69.71
69.4 1
69.51
69.2 1
69.41
69.0 1
69.21
68.8 1
69.01
68.6 1
68.81
68.4 1
68.61
68.2 1
68.41
68.0 1
68.21
67.8 1
68.01
67.6 1
67.81
67.4 1
67.61
67.2 I
67.41
67.1 1
67.21
66.9 1
67.11
66.7 1
66.91
66.5 1
66.71
66.3 1
66.51
66.1
66.31
65.9
66.11
65.7
65.91
65.5
65.71
65.4 1
65.51
65.2 1
65.41
65.0 I
65.21
64.8 1
65.01
64.6 1
64.81
64.4 1
64.61
64.2 1
64.41
64.1 1
64.21
63.9 1
-------------------------
64.11
1.05
26.06
1.03
26.05
1.02
26.05
1.01
26.05
1.01
26.05
1.01
26.05
1.00
26.05
1.00
26.05
1.00
26.05
1.00
26.05
0.83
26.04
0.55
26.03
0.36
26.02
0.24
26.01
0.16
26.00
0.10
26.00
0.10
26.00
0.10
•�
26.00
0.10
25.99
0.10
___________________
25.99
___
0.10
_ __1_________
25.99
0.10
25.98
0.10
25.98
0.10
25.98
0.10
25.98
0.10
25.97
0.10
25.97
0.10
25.97
0.10
25.97
0.10
25.96
0.10
25.96
0.10
25.96
0.10
25.96
0.10
25.95
0.10
I 25.95
0.10
25.95
0.10
25.95
0.10
25.94
0.10
25.94
0.10
25.94
0.10
2S.94
0.10
25.93
0.10
25.93
0.10
25.93
0.10
25.93
0.10
25.92
0.10
25.92
0.10
25.92
0.10
25.92
0.09
25.91
0.09
25.91
0.09
25.91
0.09
25.91
0.09
25.90
0.09
1
25.90
1
0.09
25.90
1
0.09
25.90
0.09
25.90
0.09
25.89
0.09
1
25.89
1
0.09
1
25.89
1
0.09
1
25.89
1
0.09
25.88
0.09
25.88
0.09
1
25.88
1
0.09
1
25.88
1

POND-2 Version: 5.20 SIN:
EXECUTED: 11-22-2013 15:11:19
Page 4
Pond
File:
RIVRUN
.PND
Inflow
Hydrograph:
RRPO1
.HYD
Outflow
Hydrograph:
RIVRUN
.HYD
INFLOW HYDROGRAPH
ROUTING
COMPUTATIONS
__________________
TIME
INFLOW
______________________________________________________
I1+I2
2S/t - O
2S/t + 0 1
OUTFLOW
(ELEVATION
(hrs)
(cfs)
(cfs)
(cfs)
(cfs)
1
(cfs) 1
(ft)
1 20.100
1
0.001
1
---------
0.0
1
1
------------
63.7
1
-----------
63.91
1
---------
0.09
I_________
1
25.87
1 20.200
1
0.001
1
0.0
1
63.5
I
63.71
0.09
1
25.87
20.300
I
0.001
1 0.0
1
63.3
1
63.51
0.09
1
25.87
120.400
1
0.001
1 O.0
1
63.1
1
63.31
0.09
1
25.87
1 20.500
I
0.001
1 0.0
1
62.9
1
63.11
0.09
1
25.86
1 20.600
1
0.
00 1
1 0.
0 1
62 .
8 1
62
. 9 1
0.09
I
25 .
86
1 20.700
1
0.001
1 0.0
1
62.6
1
62.81
0.09
1
25.86
1 20.800
I
0.
00 1
1 0.0
I
62.4
I
62
. 6 1
0.
09 1
25.86
1 20.900
1
0.001
1 0.0
1 62.2
1
62.41
0.09
1
25.85
1 21.000
I
0.001
0.0
1 62.0
1 62.21
0.09
1
25.85
1 21.100
1 0.001
1 0.0
1 61.9
1 62.01
0.09
1 25.85
1 21.200
1 0.001
1 0.0
1 61.7
1 61.91
0.09
1 25.85
1 21.300
1 0.001
1 0.0
1 61.5
1 61.71
0.09
1 25.85
1 21.400
1 - 0.001
1 0.0
1 61.3
1 61.51
0.09
1 25.64
1 21.500
1 0.001
1 0.0
1 61.1
I 61.31
0.09
1 25.84
1 21.600
1 0.001
1 0.0
1 60.9
1 61.11
0.09
1 25.84
1 21.700
I 0.001
1 0.0
1 60.8
1 60.9I
0.09
I 25.84
1 21.800
j 0.001
1 0.0
1 60.6
1 60.81
0.09
1 25.83
1 21.900
I 0.001
0.0
1 60.4
1 60.61
0.09
1 25.83
1 22.000
1 0.001
1 0.0
1 60.2
1 60.41
0.09
1 25.83
1 22.100
1 0.001
1 0.0
I 60.0
1 60.21
0.09
1 25.83
1 22.200
1 0.001
1 0.0
1 59.9
1 60.01
0.09
1 25.82
1 22.300
1 0.001
0.0
I 59.7
I 59.91
0.09
1 25.82
1 22.400
1 0.001
1 0.0
1 59.5
1 59.71
'0.09
1 25.82
22.500
1 0.001
1 0.0
1 59.3
1 59.51
0.09
1 25.82
1 22.600
1 0.001
1 0.0
1 59.2
1 59.31
0.09
1 25.82
1 22.700
1 0.001
1 0.0
1 59.0
1 59.21
0.09
1 25.81
1 22.800
1 0.001
1 0.0
1 58.8
1 59.01
0.09
1 25.81
1 22.900
1 0.001
1 0.0
1 58.6
1 58.81
0.09
1 25.81
1 23.000
I 0.001
1 0.0
1 58.4
1 58.61
0.09
1 25.81
1 23.100
1 0.001
1 0.0
1 58.3
1 58.41
0.09
1 25.80
1 23.200
I 0.001
1 0.0
1 58.1
1 58.31
0.09
1 25.80
1 23.300
0.001
1 0.0
1 57.9
1 58.11
0.09
1 25.80
23.400
I 0.001
1 0.0
1 57.7
1 57.91
0.09
1 25.80
1 23.500
1 0.001
1 0.0
1 57.6
1 57.71
0.09
1 25.79
23.600
I 0.001
1 0.0
1 57.4
1 57.61
0.09
1 25.79
1 23.700
1 0.001
1 0.0
1 57.2
1 57.41
0.09
1 25.79
1 23.800
I 0.001
1 0.0
1 57.0
1 57.21
0.09
1 25.79
1 23.900
1 0.001
1 0.0
1 56.9
1 57.01
0.09
1 25.79
1 24.000
I 0.001
1 0.0
1 56.7
1 56.91
0.09
1 25.78
1 24.100
0.001
1 0.0
1 56.5
I 56.71
0.09
1 25.78
1 24.200
1 0.001
1 0.0
1 56.3
1 56.51
0.09
1 25.78
1 24.300
1 0.001
1 0.0
1 56.2
I 56.31
0.09
1 25.78
1 24.400
1 0.001
1 0.0
1 56.0
1 56.2�
0.09
1 25.77
1 24.500
I 0.001
1 0.0
I 55.8
I 56.OI
0.09
1 25.77
j 24.600
__________________
1 0.001
1 0.0
______________________________________________________
1 55.7
1 55.81
0.09
1 25.77

POND-2 Version: 5.20 SIN;
EXECUTED: 11-22-2013 15:11:19
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO1 .HYD
Outflow Hydrograph: RIVRUN .HYD
INFLOW HYDROGRAPH
TIME
INFLOW
(hrs)
(cfs)
24.700
0.00
24.800
0.00
24.900
0.00
25.000
0.00
25.100
0.00
25.200
0.00
25.300
0.00
25.400
0.00
25.500
0.00
25.600
0.00
25.700
0.00
25.800
0.00
25.900
-----------------
0.00
Page 5
ROUTING COMPUTATIONS
I1+I2
2S/t - O
2S/t + O
I OUTFLOW
(ELEVATION
(cfs)
(cfs)
(cfs)
1 (cfs)
1 (ft)
0.0
------------
55.5
-----------
55.71
1---------
0.09
1_________
1 25.77
0.0
55.3
55.51
0.09
1 25.77
0.0
55.1
55.31
0.09
1 25.76
0.0
55.0
_ 55.11
0.09
1 25.76
0.0
54.8
55.01
0.09
1 25.76
0.0
54.6
54.81
0.09
1 25.76
0.0
54.5
54.61
0.09
I 25.75
0.0
54.3
54.51
0.09
1 25.75
0.0
54.1
54.31
0.08
1 25.75
0.0
53.9
54.11
0.08
1 25.75
0.0
53.8
53.91
0.08
1 25.75
0.0
53.6
53.81
0.08
1 25.74
0.0
------------------------------------------------------
53.4 1
53.61
0.08
1 25.74
POND-2 Version: 5.20 SIN:
EXECUTED: 11-22-2013 15:11:19
Page 6
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO1 .HYD
Outflow Hydrograph: RIVRUN .HYD
Starting Pond W.S. Elevation = . 25.00 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 12.00 cfs
Peak Outflow 2.94 cfs
Peak Elevation = 26.17 ft
***** Summary of Approximate Peak Storage *****
Initial Storage =
0.00
ac-ft
Peak Storage From Storm =
0.36
ac-ft
Total Storage in Pond =
---------------
0.36
ac-ft
POND-2 Version: 5.20 SIN:
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO1 .HYD
Outflow Hydrograph: RIVRUN .HYD
Page 7
EXECUTED: 11-22-2013
Peak Inflow = 12.00 cfs 15:11:19
Peak Outflow = 2.94 cfs
Peak Elevation = 26.17 ft

Flow (cfs)
0.0 1.5 3.0 4.5 6.0 7.5 9.0 10.5 12.0 13.5 15.0 16.5
------I----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I ----- I-
Ix
11.5
-Ix
Ix
11.6
-Ix
Ix
11.7
-Ix
Ix
11.8
-Ix
Ix
11.9
-Ix
x
].2.0
-x
x
12.1
-x
x
12.2
-x
x
12.3
-
x
x
12.4
x
x
12.5
- I
x
I
x
12.6
-I
x
I
x
12.7
-I
x
I
x
12.8
-I
* x
I
x
12.9
-I
* x
I
x
13.0
x
*x
13.1
*x
*x
13.2
*x
*x
13.3
x
I
TIME
(hrs)
*
File:
RRP01
x
File:
RIVRUN
*
*
*
*
HYD Qmax = 12.0 cfs
HYD Qmax = 2.9 cfs
5

POND-2 Version: 5.20 SIN:
EXECUTED: 11-12-2013 12:59:52
* River Run Pond Design 10 Year Storm Discharge
Inflow Hydrograph: RRP010 .HYD
Rating Table file: RIVRUN .PND
----INITIAL CONDITIONS ----
Elevation = 25.00 ft
Outflow 0.00 cfs
Storage = 0.00 ac-ft
GIVEN POND DATA
-----------------------------
IELEVATIONI OUTFLOW I STORAGE
I (ft) I (cfs) I (ac-ft)
I 25.00
I
0.0
I
0.0001
I 25.50
0.1
I
0.1441
1 26.00
I
0.1
I
0.3041
I 26.50
I
8.6
I
0.4761
I 27.00
I
24.2
I
0.6561
I 27.50
I
44.3
I
0.8441
I 28.00
I
68.1
1
1.040I
I 28.50
95.1
I
1.2451
I 29.00
------------------------------
I
87.7
I
1.4581
Page 1
INTERMEDIATE ROUTING
COMPUTATIONS
2S/t
2S/t +
0
(cfs)
----------
-
(cfs)
-------------
0.0
0.0
34.8
34.9
73.6
73.7
115.2
123.8
158.8
182.9
204.2
248.5
251.7
319.7
301.3
396.4
352.8
--------------------------
440.6
Time increment (t) = 0.100 hrs.
POND-2 Version: 5.20 SIN:
EXECUTED: 11-12-2013 12:59:52
Pond File: RIVRUN .PND
Inflow Hydrograph: RRP010 .HYD
Outflow Hydrograph: RIVRUN .HYD
INFLOW HYDROGRAPH
TIME
INFLOW
(hrs)
(cfs)
111.000
I
1.00I
1 11.100
I
1.00I
111.200
I
1.00I
11.300
1
1.00I
111.400
I
1.00I
111.500
I
2.001
111.600
I
2.00I
111.700
4.00I
111.800
I
5.00I
111:900
I
7.00I
12.000
I
14.00I
1 12.100
I
25.001
12.200
I
28.00I
112.300
I
17.00I
12.400
I
9.001
112.500
I
6.00I
Page 2
ROUTING
COMPUTATIONS
------------------------------------------------------
I1+I2
2S/t -
0
2S/t +
O
I OUTFLOW
ELEVATIONI
(cfs)
(cfs)
(cfs)
I (cfs)
(ft)
-
-----
I -----------
1 0.0
---------
I
0.01
I -------
0.00
I -------
I 25.00
1
2.0
I 2.0
I
2.OI
0.00
I 25.03
I
2.0
I 4.0
I
4.OI
0.01
I 25.06
I
2.0
6.0
6.OI
0.01
I 25.09
I
2.0
7.9
8.OI
0.02
I 25.11
I
3.0
10.9
I
10.9I
0.02
I 25.16
1
4.0
I 14.8
I
14.91
0.03
I 25.21
I
6.0
20.7
20.8I
0.04
I 25.30
I
9.0
I 29.6
29.71
0.06
I 25.43
I
12.0
I 41.5
I
41.61
0.08
I 25.59
I
21.0
I 62.3
I
62.51
0.09
I 25.86
I
I 39.0
I 91.7
j
101.3I
4.79
I 26.28
I
I 53.0
I 116.5
144.71
14.11
I 26.66
I
45.0
I 124.5
161.51
18.52
I 26.82
I
26.0
I 119.2
I
150.5I
15.62
26.73
I
15.0
111.5
1
134.21
11.35
1
26.59
1

12.600
4.001
1
10.0
j
105.1
1
121.51
8.22
1
26.48
12.700
4.00
8.0
99.5
113.1
6.79
26.39
12.800
3.00
7.0
95.2
106.5
5.67
26.33
12.900
2.00
5.0
91.0
100.2
4.60
26.26
13.000
2.00
4.0
87.5
95.0
3.71
26.21
13.100
2.001
1 4.0
1
85.3
1 91.51
3.13
1
26.18
13.200
2.00
4.0
83.8
89.3
2.75
26.16
13.300
2.00
4.0
82.8
87.8
2.49
26.14
13.400
2.00
4.0
82.1
86.8
2.33
26.13
13.500
1 2.001
1 4.0
1 81.7
1 86.11
2.22
1 26.12
13.600
1 2.001
1 4.0
1 81.4
1 85.71
2.14
1 26.12
13.700
2.001
1 4.0
1 81.2
1 85.41
2.09
1 26.12
13.800
2.001
1 4.0
1 81.1
1 85.21
2.06
1 26.12
13.900
2.001
1 4.0
1 81.0
1 85.11
2.04
1 26.11
14.000
1.00
3.0
80.3
84.0
1.86
26.10
14.100
1.00
2.0
79.2
82.3
1.57
26.09
14.200
1.00
2.0
78.4
81.2
1.37
I 26.07
14.300
1.00
2.0
1 77.9
1 80.41
1.25
I 26.07
14.400
1.001
1 2.0
1 77.6
1 79.91
1.16
1 26.06
14.500
1 1.001
1 2.0
1 77.4
1 79.61
1.11
1 26.06
14.600
1 1.001
1 2.0
1 77.2
1 79.41
1.07
1 26.06
14.700
1.001
1 2.0
1 77.2
1 79.21
1.05
1 26.06
14.800
1.001
1 2.0
1 77.1
1 79.21
1.03
1 26.05
14.900
1.001
1 2.0
1 77.0
1 79.11
1102
1 26.05
15.000
1.001
1 2.0
1 77.0
1 79.0�
1.01
1 26.05
15.100
1.001
1 2.0
1 77.0
1 79.0j
1.01
1 26.05
15.200
1.001
1 2.0
1 77.0
79.01
1.01
1 26.05
15.300
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
15.400
-----------------
1 1.001
1 2.0
-----------------------------------------------
1 77.0
1 79.01
1.00
1 26.05
-- -
15.500
- --I-------
1 1.001
-
I
1---------
1 2.0
I ------------
1 77.0
I-----------I---------1---
1 79.01
1.00
-
1 26.05
----
15.600
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
15.700
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
15.800
1.001
2.0
1 77.0
1 79.01
1.00
1 26.05
15.900
1 1.001
1 2.0
77.0
1 79.01
1.00
1 26.05
16.000
1.001
1 2.0
1 77.0
1 79.01
'1.00
1 26.05
16.100
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
16.200
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
16.300
1.00
1 2.0
j 77.0
1 79.01
1.00
1 26.05
16.400
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
16.500
1.00
I 2.0
77.0
79.01
1.00
1 26.05
16.600
1.00
I 2.0
I 77.0
79.01
1.00
1 26.05
16.700
1.001
1 2.0
1 77.0
79.01
1.00
1 26.05
16.800
1.001
1 2.0
1 77.0
j 79.01
1.00
1 26.05
16.900
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.000
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.100
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.200
1.001
1 2.0
1 77.0
1 79.0
1.00
1 26.05
17.300
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.400
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.500
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
17.600
1.00
2.0
77.0
79.0
1.00
26.05
17.700
1.00
2.0
77.0
79.0
1.00
26.05
17.800
1.001
1 2.0
1 77.0
1 79.01
1.00
26.05
17.900
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
18.000
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
18.100
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
18.200
1.001
1 2.0
1 77.0
79.01
1.00
1 26.05
18.300
1.001
1 2.0
1 77.0
79.01
1.00
1 26.05
18.400
1 1.001
1 2.0
77.0
79.0
1.00
26.05
18.500
1 1.001
1 2.0
77.0
79.0
1.00
26.05

18.600
1.001
1 2.0
1 77.0
1 79.01
1.00
26.05
18.700
1.00
1 2.0
1 77.0
1 79.01
1.00
26.05
18.800
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
1B.900
1 1.001
1 2.0
77.0
1 79.01
.1.00
1 26.05
19.000
1 .1.001
1 2.0
1 77.0
1 79.01
'1.00
1 26.05
19.100
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
19.200
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
19.300
1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
19.400
1 1.001
1 2.0
1 77.0
1 79.01
1.00
1 26.05
19.500
1 0.001
1 1.0
1 76.3
78.01
0.83
1 26.04
19.600
1 0.001
1 0.0
1 75.2
1 76.31
0.55
1 26.03
19.700
1 0.001
1 0.0
1 74.5
1 75.21
0.36
1 26.02
19.800
0.001
1 0.0
1 74.0
1 74.51
0.24
1 26.01
19.900
0.00
0.0
1 73.7
1 74.01
0.16
1 26.00
20.000
0.00
0.0
1 73.5
1 73.71
0.10
1 26.00
20.100
20.200
20.300
20.400
20.500
20.600
20.700
20.800
20.900
21.000
21.100
21.200
21.300
21.400
21.500
21.600
21.700
21.800
21.900
22.000
22.100
22.200
22.300
22.400
22.500
22.600
22.700
22.800
22.900
23.000
23.100
23.200
23.300
23.400
23.500
23.600
23.700
23.800
23.900
24.000
24.100
24.200
24.300
24.400
24.500
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.00
0.00
0.001
0.00
0.00
0.00
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.001
0.00
0.00
0.00
0.00
0.001
0.00
0.001
0.001
0.001
0.001
0.001
0.00
0.00
0.00
0.00
0.00�
0.00
0.00
0.001
0.001
0.001
0.00�
0.00
------------------------------------------------------
I---------
1 0.0
1 ------------
1 73.3
1---- ------1---------1
1 73.51
0.10
---------
1 26.00
1
0.0
1 73.1
1 73.31
0.10
1 26.00
1
0.0
1 72.9
1 73.111
0.10
1 25.99
1
1 0.0
1 72.7
1 72.91
0.10
1 25.99
1
1 0.0
I 72.5
1 72.71
0.10
1 25.99
1
1 0.0
1 72.3
1 72.51
0.10
1 25.98
1
1 0.0
1 72.1
1 72.31
0.10
1 25.98
1
1 0.0
1 71.9
1 72.11
0.10
1 25.98
1
1 0.0
1 71.7
1 71.91
0.10
1 25.98
1
0.0
1 71.5
1 71.71
0.10
1 25.97
1
0.0
1 71.3
I 71.51
0.10
1 25.97
1
1 0.0
1 71.1
1 71.31
0.10
1 25.97
1
1 0.0
1 70.9
I 71.11
0.10
1 25.97
1
1 0.0
1 70.7
1 70.91
0.10
1 25.96
1
1 0.0
1 70.5
1 70.71
0.10
1 25.96
1
1 0.0
1 70.3
1 70.51
0.10
1 25.96
1
1 0.0
1 70.1
1 70.31
0.10
1 25.96
1
1 0.0
1 69.9
1 70.11
0.10
1 25.95
1
1 0.0
1 69.7
1 69.91
0.10
1 25.95
1
0.0
1 69.5
1 69.71
0.10
1 25.95
1
0.0
1 69.4
1 69.51
0.10
1 25.95
1
0.0
1 69.2
1 69.41
0.10
1 25.94
1
0.0
69.0
1 69.21
0.10
1 25.94
1
0.0
68.8
1 69.01
0.10
1 25.94
1
0.0
68.6
68.81
0.10
1 25.94
1
0.0
68.4
68.61
0.10
1 25.93
1
0.0
1 68.2
1 68.41
0.10
1 25.93
1
0.0
68.0
68.21
0.10
25.93
1
0.0
67.8
68.01
0.10
1 25.93
0.0
67.6
67.81
0.10
1 25.92
1
0.0
67.4
1 67.61
0.10
1 25.92
1
0.0
1 67.2
67.41
0.10
1 25.92
1
0.0
67.1
1
67.21
0.10
1 25.92
1
0.0
66.9
1
67.11
0.09
I
25.91
1
0.0
66.7
1
66.91
0.09
1
25.91
1
0.0
1 66.5
1
66.71
0.09
1
25.91
1
0.0
66.3
66.51
0.09
1
25.91
1
0.0
66.1
66.31
0.09
1
25.90
1
0.0
65.9
66.11
0.09
1
25.90
0.0
65.7
65.91
0.09
1
25.90
0.0
65.5
I
65.71
0.09
1
25.90
0.0
65.4
65.51
0.09
1
25.90
1
0.0
65.2
1
65.41
0.09
1
25.89
0.0
65.0
65.21
0.09
1
25.89
0.0
64.8
1
65.01
0.09
1
25.89
1

24.600 1 0.001
1 24.700
1
0.001
24.800
1
0.001
1 24.900
1
0.001
1 25.000
1
0.00I
1 25.100
1
0.001
1 25.200
1.
0.001
1 25.300
1
0.001
1 25.400
1
0.001
1 25.500
1
0.001
1 25._600
1
0.001
1 25.700
1
0.001
1 25.800
1
0.001
1 25.900
-----------------
1
0.001
0.0 1 64.6 1 64.81 0.09 1 25.89
1 0.0
1 64.4
1 64.61
0.09
1 25.88
1
0.0
64.2
64.41
0.09
1 25.88
1
1 0.0
1 64.1
1 64.21
0.09
1 25.88
1
0.0
1 63.9
64.11
0.09
1 25.88
1 0.0
1 63.7
1 63.91
0.09
1 25.87
1
1 0.0
63.5
1 63.71
0.09
1 25.87
1
1 0.0
1 63.3
1 63.51
0.09
1 25.87
1
1 0.0
1 63.1
1 63.31
0.09
1 25.87
1
1 0.0
1 62.9
1 63.11
0.09
1 25.86
j
1 0.0
1 62.8
1 62.91
0.09
1 25.86
1
1 0.0
1 62.6
1 62.81
0.09
1 25.86
1
1 0.0
1 62.4
1 62.61
0.09
1 25.86
1
1 0.0
--------------------------------------------
1 62.2
1 62.41
0.09
1 25.85
1
POND-2 Version: 5.20 SIN:
EXECUTED: 11-12-2013 12:59:52
Page 6
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO10 .HYD
Outflow Hydrograph: RIVRUN .HYD
Starting Pond W.S. Elevation = 25.00 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow 28.00 cfs
Peak Outflow 18.52 cfs
Peak Elevation 26.82 ft
***** Summary of Approximate Peak Storage *****
Initial Storage =
0.00
ac-ft
Peak Storage From Storm =
0.59
ac-ft
Total Storage in Pond =
---------------
0.59
ac-ft
r

POND-2 Version: 5.20 SIN: Page 7
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO10 .HYD
Outflow Hydrograph: RIVRUN .HYD
EXECUTED: 11-12-2013
Peak Inflow = 28.00 cfs 12:59:52
Peak Outflow = 18.52 cfs
Peak Elevation = 26.82 ft
Flow (cfs)
0.0
3.0 6.0
9.0 12.0 15.0 18.0 21.0 24.0 27.0 30.0 33.0
11.4
-Ix
Ix
11.5
-jx
ix
11.6
-jx
ix
11.7
-Ix
ix
11.8
-jx
ix
11.9
-Ix
ix
12.0
-Ix
x
12.1
-
x
x x
12.2
x
x
12.3
x
* x
12.4
x
* x
12.5
x
*
x
12.6
x
*
x
12.7
-j
*
x
* x
12.8
x
* x
12.9
-
* x
* x
13.0
-
* x
* x
13.1
-
* x
* x
13.2
-
* x
*x
13.3
*x
TIME
(hrs)
*
File:
RRP010
.HYD Qmax = 28.0 cfs
x
File:
RIVRUN
.HYD Qmax = 18.5 cfs

POND-2 Version: 5.20 SIN:
EXECUTED: 11-12-2013 13:01:43
Page 1
* River Run Pond Design 100 Year Storm Discharge **
Inflow Hydrograph: RRP0100 .HYD
Rating Table file: RIVRUN .PND
----INITIAL CONDITIONS ----
Elevation = 25.00 ft
Outflow 0.00 cfs
Storage = 0.00 ac-ft
H�tl�Ip�iiiU�)lY7Vkl
ELEVATION(
OUTFLOW I
STORAGE
(ft)
(cfs)
(ac-ft)
25.00
0.0 0.0
----------
0.000
25.50
0.1
0.144
26.00
0.1
0.304
26.50
8.6
0.476
27.00
24.2
0.656
27.50
44.3
0.844
28.00
68.1
1.040
28.50
95.1
1.245
29.00
87.7
1.458
INTERMEDIATE ROUTING
COMPUTATIONS
--------------------------
2S/t
I
2S/t + 0
.(cfs)
(cfs)
------------
0.0
-------------
0.0
34.8
34.9
73.6
I 73.7
115.2
123.8
158.8
182.9
204.2
I 248.5
251.7
319.7
301.3
396.4
352.8
---'------------------
440.6
Time increment (t) = 0.100 hrs.
POND-2 Version: 5.20 SIN:
EXECUTED: 11-12-2013 13:01:43
Pond File: RIVRUN PND
Inflow Hydrograph: RRPO100 .HYD
Outflow Hydrograph: RIVRUN .HYD
INFLOW HYDROGRAPH
------------------
TIME
INFLOW
(hrs)
(cfs)
-----
111.000
---I
I
----- ;--I
1.00I
111.100
I
1.00I
111.200
I
2.00I
111.300
I
2.00I
111.400
I
2.00I
111.500
I
3.00I
11.600
I
3.00I
111.700
I
6.00I
111.800
I
10.00I
111.900
I
13.00I
112.000
I
25.00I
112.100
I
45.00I
112.200
I
49.00I
112.300
I
29.00I
112.400
1
15.00I
1 12.500
1
10.001
Page 2
ROUTING COMPUTATIONS
I1+I2
2S/t -
0
2S/t + O
I OUTFLOW
(ELEVATION
(cfs)
(cfs)
(cfs)
I (cfs)
I (ft)
-----
------------I---
0.0
-------I------------------
0.01
0.00
I 25.00
2.0
2.0
I 2.OI
0.00
I 25.03
3.0
5.0
I 5.OI
0.01
I 25.07
4.0
I 8.9
I 9.OI
0.02
I 25.13
4.0
12.9
I 12.91
0.03
I 25.19
5.0
I 17.8
I 17.91
0.04
I 25.26
6.0
23.7
I 23.81
0.05
I 25.34
9.0
I 32.6
I 32.71
0.07
I 25.47
16.0
I 48.4
I 48.61
0.08
I 25.68
23.0
I 71.2
I 71.41
0.10
I 25.97
38.0
I 97.0
I 109.2I
6.14
I 26.35
70.0
127.0
I 167.OI
19.96
I 26.87
94.0
149.4
I 221.OI
35.84
I 27.29
78.0
151.8
I 227.41
37.78
I 27.34
44.0
139.6
I 195.81
28.11
I 27.10
25.0
125.9
1 164.61
19.34
1 26.85

1,12.600
1 8.001
I 18.0
1 116.1
1 143.91
13.90
I 26.67
12.700
6.001
1 14.0
1 109.6
1 130.11
10.27
1 26.55
1 12.800
1 5.001
1 11.0
1 104.5
1 120.61
8.06
1 26.47
1 12.900
j 4.001
1 9.0
1 99.7
j 113.51
6.85
1 26.40
1 13.000
1 4.001
1 8.0
1 96.0
1 107.71
5.88
1 26.34
1 13.100
1 4.001
1 8.0
1 93.5
1 104.01
5.24
1 26.30
1 13.200
1 4.001
1 8.0
1 91.8
1 101.51
4.82
1 26.28
13.300
4.001
1 8.0
1 90.8
1 99.81
4.54
1 26.26
1 13.400
3.00
7.0
89.4
97.8
4.19
26.24
1 13.500
3.00
6.0
87.8
95.4
3.79
26.22
1 13.600
1 3.001
1 6.0
1 86.8
1 93.81
3.52
1 26.20
1 13.700
3.001
1 6.0
1 86.1
1 92.81
3.34
1 26.19
1 13.800
1 3.001
1 6.0
1 85.6
1 92.11
3.23
1 26.18
1 13.900
1 2.001
1 5.0
I 84.7
1 90.61
2.98
1 26.17
1 14.000
1 2.001
1 4.0
1 83.4
1 88.71
2.65
1 26.15
1 14.100
1 2.001
1 4.0
1 82.5
1 87.41
2.43
1 26.14
14.200
2.001
1 4.0
1 82.0
1 86.51
2.28
1 26.13
14.300
2.001
1 4.0
1 81.6
1 86.01
2.19
1 26.12
14.400
1 2.001
1 4.0
1 81.3
1 85.61
2.12
1 26.12
14.500
1 2.001
1 4.0
1 81.2
1 85.31
2.08
1 26.12
14.600
1 2.001
1 4.0
1 81.1
1 85.21
2.05
1 26.11
14.700
1 2.001
1 4.0
1 81.0
1 85.11
2.04
1 26.11
14.800
1 2.001
1 4.0
1 81.0
1 85.01
2.02
I 26.11
14.900
1 2.001
1 4.0
1 80.9
1 85.01
2.02
1 26.11
15.000
1 2.001
1 4.0
•1
80.9
1 84.91
2.01
1 26.11
15.100
1 2.001
1
4.0
1
80.9
1 84.91
2.01
1 26.11
15.200
1 2.001
1
4.0
1
80.9
1
84.91
2.00
1 26.11
15.300
1 2.001
1
4.0
1
80.9
1
84.91
2.00
1 26.11
15.400
I
2.001
1
4.0
1
80.9
1
84.91
2.00
1 26.11
------
15.500
I---------
j 2.001
I
I--------
1 4.0
15.600
1 2.001
1 4.0
15.700
1 2.001
1 4.0
15.800
1 1.001
1 3.0
15.900
1 1.0ol
1 2.0
16.000
1.001
1 2.0
16.100
1.001
1 2.0
16.200
1 1.001
1 2.0
16.300
1.001
1 2.0
16.400
1.001
1 2.0
16.500
1 1.001
1 2.0
16.600
1 1.001
2.0
16.700
1 1.001
I 2.0
16.800
1 1.001
1 2.0
16.900
1 1.001
1 2.0
17.000
1.001
1 2.0
17.100
1.001
1 2.0
17.200
1 1.001
1 2.0
17.300
1 1.001
1 2.0
17.400
11.001
1 2.0
17.500
1.001
1 2.0
17.600
1.001
2.0
17.700
1 1.001
1 2.0
17.800
1 1.001
1 2.0
17.900
1 1.001
1 2.0
18.000
1
1.001
1 2.0
18.100
1.001
1 2.0
18.200
1 1.001
1 2.0
18.300
1
1.001
1 2.0,
18.400
1
1.001
1 2.0
18.500
1
1.001
1 2.0
------------
80.9
80.9
80.9
80.2
79.1
78.4
77.9
77.6
77.4
77.2
77.1
77.1
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
77.0
---------- 1
84.91
84.91
84.91
83.91
82.21
81.11
80.41
79.91
79.61
79.41
79.21
79.11
79.11
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
79.01
2.00
2.00
2.00
1.83
1.55
1.36
1.24
1.16
1.10
1.07
1.05
1.03
1.02
1.01
1.01
1.01
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
26.11
26.11
26.11
26.10
26.09
26.07
26.07
26.06
26.06
26.06
26.06
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05
26.05 1
26.05 1
26.05

18.600
1.00
2 .
0
77.0
79.0
1.00
26.05
18.700
1.00
2.0
77.0
79.0
1.00
26.05
18.800
1.00
2.0
77.0
79.0
1.00
26.
05
18.900
1.00I
1 2.0
I
77.0
I 79.0I
1.00
I 26.05
I
19.000
1.001
1 2.0
77.0
I 79.01
1.00
I 26.05
19.100
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
119.200
I 1.00I
I 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
19.300
1.00
2.0
77.0
79.0
1.00
26.05
19.400
1.00
2.0
77.0
79.0
1.00
26.05
19.500
1.00
2.0
77.0
79.0
1.00
26.05
119.600
1 1.001
1 2.0
I 77.0
I 79.01
1.00
I 26.05
'I
19.700
1.00
2.0
77.0
79.0
1.00
26.05
19.800
1.00
2.0
77.0
79.0
1.00
26.05
1 19.900
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
26.05
I
20.000
I 1.00
----
2.0
------------------------------------------------------
I 77.0
I 79.01
1.00
I 26.05
I
--------
120.100
I --------
I 1.00I
--------
1 2.0
I ----------
I 77.0
I ---------
I. 79.0I
I ---------
1.00
I ------
I 26.05
I
120.200
I 1.00I
1 2.0
77.0
I 79.0I
1.00
I 26.05
I
120.300
1 1.001
1 2.0
I 77.0
I 79.01
1.00
I 26.05
I
120.400
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
1 20.500
I 1.001
1 2.0
I 77.0
I 79.01
1.00
1 26.05
1
120.600
I 1.00I
1 2.0
I 77.0
I 79.01
1.00
I 26.05
I
120.700
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
120.800
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
120.900
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
121.000
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
121.100
I 1.00I
1 2.0
I 77.0
1 79.0I
1.00
I 26.05
I
21.200
1.00
2.0
1 77.0
I 79.01
1.00
I 26.05
I
21.300
1.00
2.0
I 77.0
1 79.01
1.00
I 26.05
I
121.400
1 1.001
1 2.0
I 77.0
I- 79.01
1.00
I 26.05
I
121.500
I 1.00I
1 2.0
I 77.0
1 79.0I
1.00
I 26.05
I
121.600
1 1.001
1 2.0
I 77.0.1
79.01
1.00
I 26.05
121.700
I 1.00I
1 2.0.I
77.0
I 79.0I
1.00
I 26.05
121.800
I 1.001
1 2.0
I 77.0
I 79.01
1.00
I 26.05
121.900
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
122.000
1 1.001
1 2.0
I 77.0
I 79.01
1.00
1 26.05
I
122.100
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
j 26.05
I
122.200
I 1.00I
1 2.0
I 77.0
I 79.01
1.00
I 26.05
I
122.300
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
122.400
I 1.001
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
.I
122.500
I 1.00I
I 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
22.600
1.00
2.0
77.0
79.0
1.00
26.05
22.700
1.00
2.0
77.0
79.0
1.00
26.05
122.800
I 1.001
1 2.0
I 77.0
1 79.01
1.00
I 26.05
I
122.900
I 1.001
I 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
123.000
I 1.00I
1 2.0
77.0
I 79.0I
1.00
I 26.05
I
1 23
.100
1.001
1 2.0
77.0
79.0
1.00
26.05
1 23
.200
1.00I
1 2.0
77.0
79.0
1.00
26.05
1 23
.300
I 1.00I
j 2.0
1 77.0
I 79.0I
1.00
I 26.05
23.400
1.00
2.0
77.0
79.0
1.00
26.05
23.500
1.00
2.0
77.0
79.0
1.00
26.05
23.600
1.00
2.0
77.0
79.0
1.00
26.05
23.700
1.00
2.0
77.0
79.0
1.00
26.05
23.800
1.00
2.0
77.0
79.0
2..
00
26.05
123.900
I 1.00I
1 2.0
I 77.0
I 79.0I
1.00
I 26.05
I
124.000
I 0.00I
1 1.0
I 76.3
I 78.0I
0.83
I 26.04
I
124.100
I 0.00I
1 0.0
I 75.2
I 76.31
0.55
I 26.03
I
124.200
I 0.00I
1 0.0
I 74.5
I 75.21
0.36
I 26.02
I
124.300
I O.00I
1 0.0
I 74.0
I 74.51
0.24
I 26.01
I
124.400
I 0.00I
1 0.0
I 73.7
I 74.01
0.16
I 26.00
I
124.500
1 O.00I
1 0.0
1 73.5
1 73.7I
0.10
1 26.00
1

24.600
24.700
24.800
24.900
25.000
25.100
25.200
25.300
25.400
25.500
25.600
25.700
25.800
25.900
POND-2 Vei
EXECUTED
0.001
1
0.0
1 73.3
1 73.51
0.10
1
26.00
0.001
1
0.0
I 73.1
1 73.31
0.10
1
26..00
0.001
1
0.0
1 72.9
1 73.11
0.10
1
25.99
0.001
0.0
1 72.7
1 72.91
0.10
1
25.99
0.001
1
0.0
1 72.5
1 72.71
0.10
1
25.99
0.001
1
0.0
1 72.3
1 72.5I
0.10
1
25.98
0.001
1
0.0
1 72.1
1 72.31
0.10
1
25.98
o.00I
1
0.0
1 71.9
72.11
0.10
1
25.98
0.001
1
0.0
1 71.7
1 71.91
0.10
1
25.98
o.001
1
0.0
1 71.5
1 71.71
0.10
1
25.97
0.001
1
0.0
1 71.3
1 71.5�
0.10
I
25.97
0.001
1
0.0
1 71.1
1 71.31
0.10
1
25.97
0.001
1
0.0
1 70.9
1 71.11
0.10
1
25.97
0.001
I
0.0
1 70.7
1 70.91
0.10
1
25.96
------
'sion: 5.20
-------------------------------------------------
SIN:
Page
6
11-12-2013
13:01:43
****************** SUMMARY OF ROUTING COMPUTATIONS ******************
Pond File: RIVRUN .PND
Inflow Hydrograph: RRPO100 .HYD
Outflow Hydrograph: RIVRUN .HYD
Starting Pond W.S. Elevation = 25.00 ft
***** Summary of Peak Outflow and Peak Elevation *****
Peak Inflow = 49.00 cfs
Peak Outflow = 37.78 cfs
Peak Elevation = 27.34 ft
***** Summary of Approximate Peak Storage *****
Initial Storage =
0.00
ac-ft
Peak Storage From Storm =
0.78
ac-ft
Total Storage in Pond =
---------------
0.78
ac-ft

POND-2 Version: 5.20 SIN: Page 7
Pond File:
RIVRUN .PND
Inflow Hydrograph:
RRP0100 .HYD
Outflow Hydrograph:
RIVRUN .HYD
EXECUTED: 11-12-2013
Peak Inflow =
49.00 cfs
13:01:43
Peak Outflow =
37.78 cfs
Peak Elevation =
27.34 ft
Flow
(cfs)
0.0 5.0 10.0 15.0
20.0
25.0
30.0
35.0 40.0 45.0 50.0
55.0
11.4
-Ix
Ix
11.5
-Ix
ix
11.6
-jx
ix
11.7
-Ix
ix
11.8
-Ix
ix
11.9
-Ix
x
12.0
x
x
12.1
-
x
x
12.2
x
x
12.3
x
*
x
12.4
x
*
x
12.5
x
*
x
12.6
-
* x
* x
12.7
-j
* x
* x
12.8
x
* x
12.9
-
* x
* x
13.0
-
* x
* x
13.1
*x
*x
13.2
*x
*x
13.3
x
TIME
(hrs)
*
File: RRP0100 .HYD
Qmax =
49.0
cfs
x
File: RIVRUN .HYD
Qmax =
37.8.cfs

U
River Run
Summary of Results
Pre. Dev, 1 Yr Storm= 7 cfs
Post Dev. 1 Yr Storm= 12 cfs
Post Dev 1 Yr'Outflow-from
Pre. Dev, 10 Yr Storm= 20 cfs
Post Dev. 10 Yr Storm= 27 cfs
Post Dev 10 Yr Outflow from Pond= 19 cfs
Post Dev 100 Yr Max. Elev. from Pond= 26.82
Pre. Dev. 100 Yr Stonn= 39cfs
Post Dev. 100 Yr Storm= 49 cfs
Post Dev 100 Yr Outflow from Pond= 38 cfs
Post Dev 100 Yr Max. Elev. from Pond= 27.34

Ek'P� �S5
DEC 13 201River Run Apartments, LLC
P..O. Box 6171
HCnp {{fi�ee w Telephone [phone]
DEN_Raleigh, North Carolina 27628 Facsimile 919.882.8500
December 6, 2013
Friedman/Ravenwood, LLC VIA HAND DELIVERY
c/o Michael Waldrop
Waldrop Properties, LLC
3700 Computer Dr., Suite 240.
Raleigh, North Carolina 27609
RE: Option Agreement— Windfield Dr., Chocowinity, NC ("Property")
Dear Sir:
River Run Apartments, LLC is the assignee of FGM Development, LLC ("FGM") under
that Option Agreement between you and FGM dated January 3, 2013. A copy of the Assignment
is attached. It is our understanding that you, as Seller, consent to the Buyer obtaining all
approvals and land disturbing activities necessary to obtain all permits from the appropriate
governmental authorities necessary for the development of the Property. We agree that no
permanent work will be done on the Property until the Property is conveyed to River Run
Apartments, LLC.
Regards,
Fred G. Mills, Sr.
We agree:
Friedman/Ravenwood, L
B�anager
Enclosure

STATE OF NORTH CAROLINA ASSIGNMENT
COUNTY OF BEAUFORT OF OPTION
This Assignment of Option is entered this 2nd day of Deceinber, 2013. In consideration of
good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, FGM
Development, LLC, a North Carolina limited liability company (the "Assignor") hereby assigns to
River Run Apartments, LLC (the "Assignee") all of Assignor's right, title and interest in and to that
Option Agreement between Assignor and Friedman/Ravenwood, LLC dated January 3, 2013 which
is attached hereto as Exhibit A and incorporated herein by reference ("Option") for acquisition of that
approximately 6 acre portion of that 24.92 acre tract located in Chocowinity, Beaufort County, North
Carolina ("Property").
Assignor hereby agrees to indemnify Assignee against and hold Assignee harmless from any
and all cost, liability, loss, damage, or expense, including, without limitation, reasonable attomcy's
tees and costs, originating prior to the date of closing of transfer of title of the Property to Assignee
and arising out of Assignor's obligations prior to such date under the Option. Assignee hereby agrees
to hold Assignor harmless from any and all cost, liability, loss, damage or expense, including,
without limitation, reasonable attomey's fees, originating on or after the date of this Assignment and
arising out of the Assignee's obligations from and after such date under the Option.
This Agreement maybe executed and delivered in any number ofcounterparts, each of which
so executed and delivered shall be deemed to be anoriginal and all of which shall constitute one and
the same instrument.
IN WITNESS WHEREOF, Assignor and Assignee have executed this Assignment effective
as of the date set forth above.
ASSIGNOR: ASSIGNEE:
FGM Development, LLC River Run Apartments, LLC
By: River Run Apartments MM, LLC
By: By:
Fred G. Mills, Sr., Managing Member Fred G. Mills, Sr., Managing Membcr

STATE OF NORTH CAROLINA
OPTION AGREEMENT
COUNTY OF BEAUFORT
THIS OPTION AGREEMENT ("Agreement" or "Option"), made and entered into this
the 3 day of January, 2013 by and between FGNI Development, LLC, (hereinafter called
"Buyer"),, and Fried man/Raven wood, LLC, (hereinafter called "Seller");
W ITNESSETH:
That for and in consideration of Two Thousand and No/100 Dollars ($2,000.00) (the
"Option Money") and other good and valuable considerations paid to Seller by Buyer, the receipt
of which is hereby acknowledged, and in further consideration of the mutual promises and
conditions expressed below, Seller hereby grants to Buyer, its successors and assigns, the sole
and exclusive right to purchase, at the price and subject to the terms, conditions and provisions
hereinafter stated, that certain approximately 6 acre portion of the 24:92 acre parcel of land
situated in Beaufort County, North Carolina, being known as 24.92 AC TR 1 Stanley
Friedman et al US 1'7 & SR t142, Chocowinity, North Carolina (Parcel Identification
Number 11015050), and being more particularly shown on the map attached hereto as Exhibit
A, and by reference made it part hereof. (the "Property").
NOW, THEREFORE, the parties hereto agree each with the other as follows:
L. Term. This Option shall become effective as of the date set forth above and shall
exist- and continue through May 31, 2013, at which time it will expire unless by such date the
term is extended as set forth below. (The foregoing time period and any extended term, if any,
shall be deemed the "Option Term"). Buyer shall have the right to extend the Option Term for
an additional amount of Three Thousand Dollars ($3,000.00), which shall be added to the Option
Money. Upon payment of the above sum to Seller prior to 5:00 pan. on May 31, 2013, the
Option Term shall be extended through October 31, 2013. Buyer shall have the right to extend
the Option Term a second time for an additional amount of Ten Thousand Dollars ($10,000.00),
which shall be added to the Option Money. Upon payment of the above sum to Seller prior to
5:00 p.m. on October 31, 2013, the Option Term shall be extended through March 31, 2014.
If Buyer provides written notice to Seller on or before May 31, 2013 that Buyer is not
extending the Option or is not exercising the Option, the Option Money (Two Thousand and
No/100 Dollars ($2,000.00)) shall be nonrefundable. Any additional amounts paid for extensions
of the Option shall be fully refundable to Buyer if the Option is not exercised.
2. Option Money. The Option Money and all additions thereto for extensions of the
Option Term shall be credited against the purchase price of the Property.

3. Exercise of Option. The option herein granted may be exercised only by the
giving of written notice of exercise of the Option to Seller by Buyer, which notice shill be in
accordance with the provisions of Paragraph 16 hereof, and which only be given at anv time
within (he Option Term. If this Option Agreement is not exercised as to the Property during the
Option Term, all rights of Buyer shall cease and terminate and, except as otherwise set forth in
this Agreement, the Option Money shall he retained by the Seller.
4. Purchase Price. The Purchase Price for the Property shall be $30,000 per acre,
less Option Money, payable in cash at closing.
5. Closing Date. Closing on the Property shall be no later than March 31, 2014 or
earlier upon no less than five (5) written days notice to Seller.
6. Title. At Closing, Seller shall deliver to Buyer indefeasible and marketable fee
simple title to the Property, free and clear of any deeds of trust, liens, security interests,
encumbrances or other restrictions other than easements currently existing of record. If Buyer's
title search and/or title insurance commitment reveals any objectionable title matters (in Buyer's
reasonable discretion), Buyer shall have the right to notify Seller in writing of any defect or
condition related to the.title insurance commitment that materially affects the title to the Property
or the use of the Property as a multi -family residential development. Seller shall have five (5)
days after the receipt of such written notice to correct said defects or conditions. If Seller is
unable or unwilling to correct such defects or conditions, and unless Buyer elects to purchase the
Property with the particular defect or condition uncorrected, Buyer shall have the option to
terminate this Agreement and receive a return of the Option Money, regardless of whether the
Option has been exercised. if Seller is unable or unwilling to correct. such defects within said
five (5,) days, Buyer shall then have five (5) days in which to notify Seller of the Buyer's election
to terminate this Agreement. The failure, of the. Buyer to give Seller written notice of its election
to terminatethe Agreement shall constitute a waiver of the condition or defect and shall be
deemed an election to purchase the Property with the particular defect or condition uncorrected.
Title shall be conveyed by a special warranty deed in recordable form with all required
tax stamps affixed conveying marketable indefensible, fee simple (in fact, and insurable so to be)
title, free and clear of all liens and encumbrances save and except only easements of record as of
the date of this Option and exceptions consented to by Buyer as set forth in the foregoing
paragraph, ad valorem taxes for the calendar year of Closing (to be prorated on a calendar year
basis as of the Closing Date), and such state of facts as is revealed by a current and accurate
survey of the Property which reveals items arising after the date of this Option. Except as
consented to by Buyer, Seller shall do frothing which impairs such title to the Property as Seller
now owns during the Option Term.
7. Closing Costs. At Closing. Seller shall pay the cost of the deed preparation, the
excise tax stamps to be placed on the general warranty deed, any instruments which may be
required to clear the title of any, prior liens, and any counsel fees for counsel employed or
retained by Seller. Buyer shall pay for title examination, title policy, surveys, recording fees and
for any counsel fees Buyer incurs in the. transaction.

8. Rezonint. On or before May 1, 2013, Buyer shall cause the Property to be
rezoned a classification that permits the Property to be used for multifamily development of not
less than ten (10) units per acre. Buyer shall be responsible for all fees, costs and other expenses
associated with the rezoning. Seller shall sign all applications and related documents reasonably
required for the rezoning. Seller shall use best efforts to attend rezoning hearings and meetings.
9. Subdivision. On or before Closing, as a condition of Closing. Seller shall
subdivide the Property from [he Larger Parcel at Buyer's sole cost and expense. Seller shall sign
all applications and plats reasonably required for the subdivision.
10. Inspection. Seller does hereby agree to provide access to Buyer and its engineers
and agents to the Property for purposes of undertaking such surveys, inspections or such other
tests and analyses as Buyer may deem necessary and appropriate. At such time as the Option
Contract is terminated by either Buyer or Seller, Buyer shall provide Seller with copies of all
inspections items, due diligence materials, etc. that were prepared by the Buyer or by agents of
the Buyer. Seller consents to Buyer applying for any zoning and/or land use permits relative to
residential zoning, applying for and receiving notice that it has received a reservation of housing
tax credits from the North Carolina Federal Tax Reform Allocation Committee, determining Ilte
permits, approvals and licenses necessary for its use of the Property, performing tests and audits
at the Property, securing any approvals from the State of North Carolina and local municipalities
that Buyer determines necessary , and conducting a survey of the Property. Seller shall
cooperate with Buyer in any applications it files for zoning add/or land use permits: securing of
approvals, licenses and permits; surveying the Property; obtaining title insurance; conducting
tests and audits; and inspecting the property. All expenses associated with the inspection of the
property shall be paid for by Buyer. Buyer does hereby agree to indemnify and hold Seller
harmless from any loss or liability that may occur as a result of such inspection activity that nnay
be undertaken by Buyer, its engineers or agents.
11. Government Approvals. Seller consents to Buyer obtaining (i) water and sewer
approvals and allocations and (ii) all necessary permits from the appropriate governmental
authorities for the construction of a multi -family residential development on the Property.
12. Condemnation. If Buyer elects to close, then Seller, at its discretion, shall have
the option to assign to Buyer the entire proceeds from such taking and Buyer shall be entitled to
pursue the claim and retain all it is aide to collect for such taking. If Buyer elects to close. Seller
may also have the option to terminate this Option Agreement and retain all rights to an eminent
domain claim on the Property.
13. Closing Documents. At Closing, Seller will execute, acknowledge and deliver to
Buyer a general warranty deed with tax stamps affixed conveying title as hereinbefore required,
will deliver such lien waiver or affidavit as Buyer's title insurer may require to insure against any
possible unfiled and unpaid laborer's or nnaterialmen's liens, together with such other papers and
docurents as may be reasonably necessary in connection with the completion of tine closing.
14. Possession. Possession of the Property shall be delivered to Buyer at the time of
Closing. In [he event the Option is exercised, Buyer shall be responsible for its pro-rata share of
the ad valorem properly taxes for the Property, computed on it calendar year basis.
.i

15. Reoresentations of Seller. Seller represents and warrants to Buver that, to the best
of the knowledge of Seller, the following:
it. There is not now, nor has there ever been located in, on, or about the Properly anV,
Pollutants, contaminants, gas or petroleum products, or other hazardous or toxic materials. the
presence of which is either penalized or prohibited or removal required by anv local, state, or
federal government instrumentality or by applicable laws, statutes, or regulations. The parties
acknowledge that Buyer, as a part of its due diligence, will obtain a Phase I Environmental
Audit, at Buyers sole cost and expense, to determine the environmental condition of the
Property. If an environmental condition occurs which adversely affects the Property between the
time of the initial Phase I and any Phase I update, then Buyer shall have the right to terminate
this Agreement and receive a refund of all Option Money, regardless of whether the Option has
been exercised.
b. The Option has been duly executed and delivered by Seller, constitutes the valid
and binding agreement of Seller, and is enforceable in accordance with its terms.
c. To the best of the Sellers knowledge there is no action, suit, or proceeding, pending
or known to be threatened, against Seller, the Property or which would affect the Property.
d. Seller has not filed it petition or an answer seeking reorganization or an
arrangement with creditors or to take advantage of any insolvency or bankruptcy law.
C. Seller has fee simple title to the Property, has the exclusive right of possession of
the Property and there are no leases affecting the Property.
f. Seller has not entered into any agreement, oral or written, other than this
Agreement, with reference to the Property.
g. Seller has not received any notice from any city, county or other governmental
authority of any taking of the Property, or any portion thereof, by eminent domain or similar
proceeding, and no such taking or other condemnation of the Property, or any portion thereof,
shall be threatened or contemplated by any governmental authority.
It. Seller has no knowledge of any change or proposed change in the route, grade or
width of or otherwise affecting, any street or road adjacent to or serving the Property.
16. Notices. Any notice or other communications hereunder shall be in writing and
shall be deemed to have been given (unless otherwise set forth herein), if delivered in person.
deposited with an overnight express agency, fees prepaid, or mailed by United States express,
certified or registered mail, postage prepaid, return receipt requested, to the parties at the
following addresses, or to such other address as shall be later provided in writing by one party to
the other:

As to. Seller: Friedman/Ravcnwood. LLC
c/o Michael Waldrop
Waldrop Properties, LLC
3700 Computer Drive, Suite 240
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
As to Buyer: FGM Development, LLC
c/o Fred G. Mills, Sr.
P.O. Box 61.71
Raleigh, NC 27628
Phone: [phone]
Fax: [phone]
17. Entire Aereernent. This Agreement and any exhibits hereto and other documents
incorporated or referred to, herein, contains the entire Agreement of the parties and there are no
representations, inducements or other provisions other than those expressed in writing. All
changes, additions or deletions hereto must be in writing and signed by all the parties. Any and
all references herein to the Seller or Buyer shall be deemed to include their respective successors,
heirs or permitted assigns.
1.8. Assignment. The rights of Buyer hereunder shall be assignable if the principals to
the Option Contract are principals in the entity to which the Option Contract is assigned. Buyer
shall provide Seller with written notice, no linter than five days, from such time as the Option
Contract may be assigned.
19. Default. Should Buyer default raider this Option and if and such default is not
cured within ten (10) days of written notice from Seller to Buyer (or.such additional period of
time as shall he necessary to effect a cure provided Buyer is proceeding.in good.failh with it
cure), there shall be deemed an event of default.hereunder by Buyer. For any event of default by
Buyer hereunder, Seller shall retain the Option Money as its sole and. exclusive remedy.
In the.event Seller shall default hereunder, Buyer may either elect to (i) terminate this
Option and receive a return of the Option Money and file a lawsuit for damages or (ii) seek
specific performance of S611er's obligation to convey title to the Property to Buyer in accordance
herewith.
20. Si us. This Agreement shall be governed in all respects by and construed under
the laws of the State of North Carolina.
21. Memorandum. On request of Buyer, Seller agrees to execute it memorandum of
this Agreement in recordable form, setting forth in general terms the rights granted to Buyer
hereunder pursuant to North Carolina law.
5

22. Time for Acceptance. If this Agreement is not executed by both Seller and Buycr
on or prior to December 17, 2012, the Option Money shall, at the option of Buyer by written
notice to Seller, be returned to Buyer and this Agreement Shall be null and void.
IN WITNESS WHEREOF, Seller and Buyer, intending to be legally bound, have
executed this Agreement and affixed their seals in duplicate as of the day and year first above
written.
BUYER:
FGM Development, LLC
By: c -
Fred G. Mills, Sr., Managing.Member
Date: kI I
SELLER:
Friedman/Ravenwood, LLC
By: �` f
Date:
Ti
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NOTICE OF REAL PROPERTY ACQUISITION
This Pre-Contu'act Agreement (Agreement) is lot the USit1;7,di.SRjlil;42, ��nnl4i ,- r`: V
proncro located nl the followiiu, address: Chocb«
county. NC between the following parties:
City County
Buyer. Zs ';''r?y FGM D velo`Piiient LLG:''` Address. P`O Box 6171
!Ralueh;lNGW7628
Seller: irr cdniaii/Stavcmv ni od LL'C nn 3 `i` [ gq„> y. a Address:
(Jo 9700 C n puiraD Sten�a0
'.I2alctt;
Agreement Conditions
The Buyer is seeking federal funds through the State of North Carolina's HOME Investment Partnership Program to acquire
property owned by the Seller to construct it multifamily rental project (Project). In accordance with the requirements of the
Uniform Relocation Assistance and Real Property Acquisitions Policies Act of 1970, as amended, and all rules and/or
regulations implemented or promulgated thereunder, the Seller is hereby notified that:
Voluntary Sale
1. This sale is voluntary. 'rhe Buyer does not have the power of eminent domain and cannot acquire the proPerty if
negotiations fail to result in an agreement.
2. Because this is a voluntary transaction, the Buyer will he unable to acquire the property offered for sale if
negotiations fail to result in an agreement.
3. The Buyer will inform the Seller of the property's estimated fair market value prior to acquisition.
d. While federal funds will be used in the acquisition of the Sellers property. the Seller WILL NOT be entitled to any
relocation benefits.
S. Any tenant legally occupying the property is eligible to receive relocation assistance and benefits as identified in the
Uniform Relocation Assistance, and Real Property Acquisition Policies Act of 1970, as amended.
Timely Notices
1. The Seller authorizes the Buyer, the funding agency, or a designated representative to provide to each resident (if
any) notices required by I-IUD's instructions.found in I -IUD Handbook 1378,
2. The Seller authorizes the Buyer, the funding agency, or it designated representative to provide or permit to be
provided a notice of denial to any person who wishes to apply to become it tenant. Before signing a lease and
commencing occupancy, the person must be informed of the following:
A. If the Project is funded, the person may be displaced; and,
13. The person would not qualify as a "displaced person" as a result of the Project and would therefore not be
eligible to receive relocation assistance or benefits.
Recordkeeping
1. The Seller agrees to provide the Buyer, the funding agency, or'a designated representative the name and address of
each resident (if any).
2. The Seller authorizes the Buyer, the funding agency. or it designated representative to survey each resident (ifany)
to determine relocation costs and housing needs.
loll

According to the Real Properties Acquisition Policies Act tit '1970 with HOMF, fun(IS, an activity or series of activities in a
I10ME assisted project that aic integrally related; rich essential to the others, whether or not all ol'the component activities
receive HUD financial assistance. are Subject to I-1UD'S implementing insu'uctions.
Agreement Acceptance
The Buyer and Seller understand it the conditions of this Agreement arc not complied with. either party may terminate the real
property Sales contract (Contract) by notifying the other party by ce ilicd maih return -receipt requeste(l, the Contract is
terminated. The Buyer and Seller: 1) voluntarily accept these A,,reement con(itions, and, 2) agree to enter into a Contract for
m
the nronerty identified in this Auceenl.
Mime/Entity of Seller
Name (d Seller is an Entity)
Signature of Seller'
Date:
-r�:vr-m ae
�rGMtuevelopmcni!19I7C��;;`�'�;�"� s.,. 3'"
Name/Entity of Buyer
1 srT':"
red Crt�M111s,5St w
Name (it Buyer is an Entity)
Signature of Buyer
Date' f: .1.74WS! Ai."xdi- 'd
'I'nle ��—
anaK
rn`Cgi s :r•�.r sn
Title
2 A 2

FRED G. Mi LLs
P. O. Box 6171
R.LEiGH, N. C. 27628
October 21, 2013
Friedman/Ravenwood, LLC VIA HAND DELIVERY
c/o Michael Waldrop
Waldrop Properties, LLC
3700 Computer Dr., Suite 240
Raleigh, North Carolina 27609
RE: Extension of Option Agreement— Windrield Dr., Chocowinity, NC
Dear Friedman/Ravenwood, LLC:
Enclosed please find a check in the amount of $10,000.00 made payable to
Friedman/Ravenwood; LLC as payment for the extension of the Option dated January 3, 2013.
Per the Agreement, this will extend the Option through March 31, 2014.
Thank you and please feel free to contact me with any questions.
Regards,
Fred G. Mills, Sr.
Enclosure

1085
FGM Development, LLC
P.O. Box 6171
Raleigh. NC 27628-6171
EZ
[phone]
_ 3 66-112-531
DATE
PAYmu TO THE
G / LA.
/GCY
ORDEROF
J
M�i%0�/'-'(E,LG�
E
Z7-k/43
11
Y 4VI
DOLLARS e ,' ,'•_...
iNII LNFIXI9 LELIVEPEO EW P�YNLM MINE NCCWNi]LL4�E0---����-- �
980000 L085u' 1:053 L0112 L1:0005 i0942083411•

FRED G. MILLS
P. O. Box 6171
RALEIGH, N. C. 27626
October 21, 2013
Friedman/Ravenwood, LLC VIA HAND DELIVERY
c/o Michael Waldrop
Waldrop Properties, LLC
3700 Computer Dr., Suite 240
Raleigh, North Carolina 27609
RE: Extension of Option Agreement — Windfield Dr., Chocowinity, NC
Dear Friedman/Ravenwood, LLC:
Enclosed please find a check in the amount of $10,000.00 made payable to
Friedman/Ravenwood, LLC as payment for the extension of the Option dated January 3, 2013.
Per the Agreement, this will extend the Option through March 31, 2014.
Thank you and please feel free to contact me with any questions.
Regards,
Fred G. Mills, Sr.
Enclosure

1085
FGM Development, LLC
P.O. Box 6171
Raleigh. NC 27628-6171
[phone] 'j DATE 56-112-531
�r� � I
PAY / I �b CG
TO THERDER., c✓/Adr�/�drwt�.tce� L� �—
ORDER OF
DOLLARS
0 1
THIS CHECK IS DELMPEUig1PwMEM MieE �LLGMf9Li5IE0-----�---'—"--
11'00001085o1 o:053i011241:000540942083406

f,nKtncers
It
Plann<rs�
Sury cy ors j
..v.r..�. •_, a.-.
Borum, Wide and Associates, P..A.
TRANSMITTAL LETTER
TO: Lyn Hardison
NCDENR- Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
[phone]
DATE: December 11, 2013
RE: River Run Apartments
Winfield Street, Chocowinity, NC
(X) herewith ( ) under separate cover
For Your:
( ) approval
( X) review 8 comment
() use
The Followina:
6)(PRess
DEC 13 20i3
iVC ®,ejVR
Copies
Date
Descriptions
2
Stormwater Management Permit Application
2
Stormwater Management Plans
2
Stormwater Calculations
1
Deed/Purchase Agreement, Option A reemnet
1
Express Review Fee & Acreage Fee Check
1
Supplement Checklist, Narrative
Remarks:
Attached is the Express Permitting Review Application for permitting. Please call if you have any questions.
Thank you,
SENT BY: Matt Williams. PE COPY TO: File
621 Eugene Court, Sit itr 100, Greensboro, NC 27401-2711 • PO Bos 21882, Grern±bnro, NC 27420-1882
Phone 1,16 27i-0471 • Fay i16-27S-1717
\Vekite: to tc" barum-tt ad" _cum ,
NC 1.irenso #: C-0S6S

North Carolina Secretary of State
Page 1 of 1
Account Login Register
North Carolina
Elaine F. Marshall DEPAORTMENT OFTHE
Secretary SECRETARY OF STATE
Po Box am Ralel!pl NC 27626.0622 (3191807-2a00
Date: 12/20/2013
Click here to:
View Document Filings I File an Annual Report I
JPrint a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name
Name Type
NC RIVER RUN APARTMENTS, LLC
LEGAL
Limited Liability Company Information
SOSID:
1339702
Status:
Current -Active
Effective Date:
9/25/2013
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
MILLS, FRED G., SR
Office Address:
1627 NAVAHO DR.
RALEIGH NC 27609
Mailing Address:
P.O. BOX 6171
RALEIGH NC 27628
Principal Office
Office Address:
1627 NAVAHO DR.
RALEIGH NC 27609
Mailing Address:
PO BOX 6171
RALEIGH NC 27628,
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2098
http://www. secretary. state. ne.us/corporations/Corp.aspx?Pitemld=10349686 12/20/2013