SW6170603 - MIddleton Townes (5)

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Joe E. Godwin Sr., RE, P.L S. Consulting Engineers & Surveyors
1403 NC Hwy 50 South
Benson, NC 27504
June 6, 2017
NCDENR
Stormwater Permitting Unit
1601 Mail Service Center
Raleigh, N.C. 27699
Re: Middleton Townes
To Whom It May Concern:
Phone- [phone]
[phone]
Fax: [phone]
Email: general@enochengmeers corn
Enoch Engineers, P. A. has enclosed a Stormwater Management Permit Application Form with
all associated information for your review and approval on the above referenced project.
If you need additional information or have questions, please call [phone].
Respectfully,
Fleet Temple, PE
NECEIVEp.
JUN 0 8 2017
DNR -LAND QUALI7Y
STC)RMWATER PERMITTING

Enosh
n� eeTs, P. A.
Joe E Godwin Sr., P.E., PI S. Consulting Engineers & Surveyors
1403 NC Hwy 50 South
Benson, NC 27504
June 6, 2017
Re: Middleton Townes - Stormwater Narrative
Phone: [phone]
[phone]
Fax- [phone]
Email- [e-mail]
The proposed development at the Middleton Townes site consists of 38 residential lots.
The site is approximately 8.9 Acres and is bounded on all sides by agricultural and residential
land. Slopes on the site vary from approximately 14%.
Stormwater runoff flows primarily South to North. During construction, runoff will be
conveyed to a temporary sediment basin via diversion berms and a stormwater piping network
appropriately sized to handle the flow. The basin will be converted into the proposed wet
detention pond upon completion of site development. The wet detention pond is designed per
NCDEQ Standards. Proposed overall impervious percentage is calculated at 35.5%, however,
for SADA calculations 40.0% impervious was used. Runoff will flow into a forebay via a
system of reinforced concrete pipe as well as grassy swales. The forebay will empty via a
spillway into the main pond. The Pond is constructed to draw down within the prescribed
timeline of two (2) to five (5) days. The Pond will release excess volume via an emergency
spillway. The emergency spillway is designed for a 100 yr storm.
The soil types for the site are NoA (Norfolk Loamy Sand), NoB (Norfolk Loamy Sand),
and Ly (Lynchburg sandy loam). The wet detention pond is located in primarily existing Ly
soil type in a natural low on the project which currently has poor drainage off of the property.
This area will be filled in order to provide positive drainage through the detention pond and off
of the site. Post -construction runoff will not exceed pre -construction runoff for the 1 -year storm
event.
Fleet Temple, E
Enoch Engineers, PA

Joe E Godwin Sr., P.E., P.L.S.
EHoch
ng P. A.
Consulting Engineers & Surveyors
1403 NC Hwy 50 South
Benson, NC 27504
STORMWATER CALCULATIONS
Ito] _7
MIDDLETON TOWNES
AVERASBORO TOWNSHIP
FRIENDLY ROAD, DUNN, HARNETT COUNTY
JUNE 2017
Phone: [phone]
[phone]
Fax: [phone]
Email- [e-mail]

1 YEAR STORM

f ,
Inflow Hydrograph Formulation For
Small Watersheds
Project 4549
Description Crossroads Self Storage
Location Johnston County, NC
Client Crossroads Storage
Drainane Area One
Frequency Duration
Design Storm Event 1 Year 24 Hours
Total Site Area 8.9 ac.
Total Drainage Area (A) 15.2 ac.
Hydraulic Length (L) 800 ft.
Watershed Relief (H) 8 ft.
Time of Concentration (Tc)
7.9
min.
Estimated Post
Development Outflow
Estimated
Storage c
0.000
Post Development
0.00
Pre Development
0
Rational C (for Q=CIA)
0.4
1.82
Rational C (for Q=CIA)
0.35
0.050
Intensity (1)
5.24
in./hr.
Intensity (1) -
5.24
in./hr.
Peak Flow (Qp)
31.86
cfs
Peak Flow (Qp)
27.88
cfs
SCS Curve Number (CN)
74
0.125
SCS Curve Number (CN)
61
7.08
Ultimate Soil Storage (S)
3.514
in.
Ultimate Soil Storage (S)
6.393
in.
Precipitation (P)
3.05
in.
Precipitation (P)
3.05
in.
Runoff Depth (Q*)
0.94
in.
Runoff Depth (Q*)
0.38
in.
Runoff Volume
51871
ft.3
Runoff Volume
21203
ft.3
Time to Peak (Tp)
0.33
hr.
Time to Peak (Tp)
0.15
hr.
Time (hr.)
Post Development
Inflow (cfs)
Pre Development
Inflow (cfs)
Estimated Post
Development Outflow
Estimated
Storage c
0.000
0.00
0.00
0.00
0
0.025
0.46
1.82
0.31
0
0.050
1.82
6.80
1.23
137
0.075
4.00
13.65
2.71
673
0.100
6.87
20.57
4.69
1835
0.125
10.26
25.76
7.08
3798
0.150
13.98
27.86
9.77
6663
0.175
17.82
26.33
12.65
10453
0.200
21.55
21.87
15.59
15102
0.225
24.95
17.66
18.46
20461
0.250
27.82
14.26
21.12
26301
0.275
30.01
11.52
23.47
32334
0.300
31.38
9.30
25.39
38226
0.325
31.86
7.51
26.80
43624
0.350
31.41
6.06
27.64
48178
0.375
30.06
4.90
27.87
51572
0.400
27.90
3.95
27.48
53545
0.425
25.31
3.19
26.50
53919
0.450
22.90
2.58
24.95
52851
0.475
20.73
2.08
22.99
51010
0.500
18.76
1.68
21.07
48972
0.525
16.97
1.36
19.30
46892
0.550
15.36 1
1.10
17.69
44795
0.575
1 13.90 1
0.88
16.21
42699

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6 S age Storage Function
5
4
rn
3
w
2
1
0
0.0 100000 20000.0 30000.0 40000.0 50000.0 60000.0 70000.0
Storage (cf)
Constant 9.213209 Ks = 10030.30
Standard Error of Predicted Y 0.022842 b = 1.1396
RZ 0.999254
Stage Storage Function
log -log plot y = 1.1396x + 9.2132
MAIA Pea 1DO
R2 = 0.9993
12.0000
Stage -Storage Computation
10.0000
1 yr Storm
Incremental
Accumulated
8.0000
Row
Contour
Contour Area
Volume
Volume (S) Stage (Z)
In S
In Z
Z est
(ft`)
(ft')
(ft°) (ft)
1
208
9599
0.0
0.0 0
2
209
10812
10205.5
10205.5 1
9.2307
0.0000
1.02
3
210
12095
11453.5
21659.0 2
9.9832
0.6931
1.97
4
211
13450
12772.5
34431.5 3
104467
1.0986
2.95
5
212
14877
14163.5
48595.0 4
10.7913
1.3863
3.99
6
213
16376
15626.5
64221.5 5
110701
1.6094
5.10
6 S age Storage Function
5
4
rn
3
w
2
1
0
0.0 100000 20000.0 30000.0 40000.0 50000.0 60000.0 70000.0
Storage (cf)
Constant 9.213209 Ks = 10030.30
Standard Error of Predicted Y 0.022842 b = 1.1396
RZ 0.999254
Stage Storage Function
log -log plot y = 1.1396x + 9.2132
R2 = 0.9993
12.0000
10.0000
8.0000
6000
J
4.0000
2.0000
0.0000
0.0000 0.2000
0.4000 0.6000 0.8000 1.0000 1.2000 1.4000 1.6000 1.8000
IN (Z)
6 S age Storage Function
5
4
rn
3
w
2
1
0
0.0 100000 20000.0 30000.0 40000.0 50000.0 60000.0 70000.0
Storage (cf)
Constant 9.213209 Ks = 10030.30
Standard Error of Predicted Y 0.022842 b = 1.1396
RZ 0.999254

Stage Storage Function
4.5
4
3.5
3
2.5
(D
rn 2
w
U)
1.5
1
0.5
0
0.0 2000.0 4000.0 6000.0 8000.0 10000.0 12000.0
Storage (cf)
Constant 7.389597 Ks = 1619.75
Standard Error of Predicted Y 0.041528 b = 1.3770
R 0.998325
Stage Storage Function
log -log plot y = 1.377x + 7.3896
RZ = 0.9983
10.0000
fvi W&A `j
9.0000
8.0000
7.0000
61000
Stage -Storage Computation
5 000
4. 000
3.0000
1 yr Storm
2.0000
1.0000
Incremental
Accumulated
0.4000 0.6000 0.8000 1.0000 1.2000 1.4000 1.6000
LN (Z)
Row
Contour
Contour Area
Volume
Volume (S) Stage (Z)
In S
In Z
Z est
(W)
(ft')
(fts) (ft)
1
209
1311
0.0
0.0 0
2
210
2003
1657.0
1657.0 1
7.4128
0.0000
1.02
3
211
2768
2385.5
4042.5 2
8.3046
0.6931
1.94
4
212
3604
3186.0
7228.5 3
8.8858
1.0986
2.96
5
213
4513
4058.5
11287.0 4
9.3314
1.3863
4.10
Stage Storage Function
4.5
4
3.5
3
2.5
(D
rn 2
w
U)
1.5
1
0.5
0
0.0 2000.0 4000.0 6000.0 8000.0 10000.0 12000.0
Storage (cf)
Constant 7.389597 Ks = 1619.75
Standard Error of Predicted Y 0.041528 b = 1.3770
R 0.998325
Stage Storage Function
log -log plot y = 1.377x + 7.3896
RZ = 0.9983
10.0000
9.0000
8.0000
7.0000
61000
5 000
4. 000
3.0000
2.0000
1.0000
0.0000
0.0000 0.2000
0.4000 0.6000 0.8000 1.0000 1.2000 1.4000 1.6000
LN (Z)
Stage Storage Function
4.5
4
3.5
3
2.5
(D
rn 2
w
U)
1.5
1
0.5
0
0.0 2000.0 4000.0 6000.0 8000.0 10000.0 12000.0
Storage (cf)
Constant 7.389597 Ks = 1619.75
Standard Error of Predicted Y 0.041528 b = 1.3770
R 0.998325

Stage Storage Function
2.5
2
1.5
a�
rn
m
cq 1
0.5
0
0.0 10000.0 20000.0 30000.0 40000.0 50000.0 60000.0
Storage (cf)
Constant 10.064127 Ks = 23485.26
Standard Error of Predicted Y 0.002305 b = 10993
Rz 0999982
Stage Storage Function y = 1.0993x + 10.064
log -log plot R1= 1
12.0000
10.0000
A(BoV IS ftov_
Stage -Storage Computation
8.0000
1 yr Storm
Incremental
Accumulated
Row
Contour
Contour Area
Volume
Volume (S) Stage (Z)
in S
In Z
Z est
(ft`)
(ft')
(ft') (ft)
2.0000
1
213
21463
0.0
0.0 0
0.0000
0.0000
0.1000 0.2000 0.3000 0.4000 0.5000 0.6000 0.7000 0.8000
LN (Z)
2
214
25544
23503.5
23503.5 1
10.0649
0.0000
1.00
3
214.5
26870
13103.5
36607.0 1.5
10.5080
0.4055
1.50
3
215
28196
137665
503735 2
10.8272
0.6931
2.00
Stage Storage Function
2.5
2
1.5
a�
rn
m
cq 1
0.5
0
0.0 10000.0 20000.0 30000.0 40000.0 50000.0 60000.0
Storage (cf)
Constant 10.064127 Ks = 23485.26
Standard Error of Predicted Y 0.002305 b = 10993
Rz 0999982
Stage Storage Function y = 1.0993x + 10.064
log -log plot R1= 1
12.0000
10.0000
8.0000
6000
J
4.0000
2.0000
0.0000
0.0000
0.1000 0.2000 0.3000 0.4000 0.5000 0.6000 0.7000 0.8000
LN (Z)
Stage Storage Function
2.5
2
1.5
a�
rn
m
cq 1
0.5
0
0.0 10000.0 20000.0 30000.0 40000.0 50000.0 60000.0
Storage (cf)
Constant 10.064127 Ks = 23485.26
Standard Error of Predicted Y 0.002305 b = 10993
Rz 0999982

Ownn
Norm sun` area=
0.5938 acres 25867 sq. ft.
Max sun` area=
0.6116 acres 26640 sq. ft.
Peak Elevation=
214.35
Peak stage=
1.35
Peak outflow=
15.20
Initial Water level:
zj=F 213 ft.
Stage -Storage:
Ks= 23485.3
b= 1.099
Zo= 213 1 ft (invert)
Spillway:
L= 25
Zcr- 214 ft.
Cw= 3
Barrel:
N= 1
Dc= in
Cd= 06
Z (invert)=, ft.
Minor Orifice:
N= 1
Dc= 3 in.
Cd= 0.6
Z (invert)=, 213 ft.
Riser:
Time
min)
(Circular)
(Rectangular)
N=
0
Riser
cfs
Dia. in.
Length (ft. Width ft.
Cw=
3.33
Spillway
(cfs
24
0 0
Cd=
0.65
213.00
Area
Perimeter
Z (top)=
0.0
ft.
3.1
6.3
Time
(hr)
Time
min)
Inflow
(cfs)
Storage
(ft')
Stage
ft
OutflowOrifice
cfs
Riser
cfs
Riser
Weir
(cfs)
Minor
Orifice
(cfs)
Barrel
(cfs)
RB
Assembly
(cfs)
Spillway
(cfs
0.00
0.0
0.0
0
213.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.03
1.5
0.5
0
213.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.05
3.0
18
42
213.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.08
4.5
4.0
205
213.01
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.10
6.0
6.9
565
213.03
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.13
7.5
10.3
1183
213.07
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.15
9.0
14.0
2107
213.11
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.18
10.5
17.8
3365
213.17
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.20
12.0
21.5
4969
213.24
0.0
0.0
0.0
0.1
0.0
0.0
0.0

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35.00
30.00
25.00
—20.00
Pre and Post Development Inflow Hydrographs
For 1 year, 24 hour Rainfall Event
LL 15.00
10.00
5.00
0.500 1.000
Time (hr.)
Post Development Pre Development
6/6/2017
X:\projects\4516-WELLONS DUPLEX\DOCUMENTS AND CORRESPONDENCE\NCDENR\STORMWATER\Pond Routing1 yrPH2.xls I hydgrph

Mill]
30.00
25.00
20.00
3
0
L- 15.00
iiiIX117
5.00
I yr 24 hr Post Development Inflow
& Estimated Outflow Hydrographs
0.500
Time (hr.)
1.000
Post Development Inflow (cfs) Estimated Post Development Outflow (cfs)
6/6/2017
X:\projects\4516-WELLONS DUPLEX\DOCUMENTS AND CORRESPONDENCE\NCDENR\STORMWATER\Pond Routing1 yrPH2.xls 1-0 hydgrph

1 0,
Prepares] By an El T' .
Pope Laid Group, P
Post Office Pox 928
Dunn, North Carolina 233 5
Revenue; $1".00
NOR11-1('AROLINI A
RAR NLI ETT COUNTY
E•3
B3482 - P601
THIS DEED, evade this 17'h day of
REARIGK, single.- GLORIA J.
MOLEY; CTURLES WARREN
NVALLACE and husband, JAMES WAL
Whinabow, Nardi Carolina 28479, hereinafter referred to
& DE`TL(Ifl'ivlENT, ILC., Post Office Box 730,
referred to as Gmitee;
For Registration Kimberly S. Hargrove
Register of Deeds
Harnett County, NC
Electronically Recorded
2017 Feb 24 11,17 AM NC Rev Stamp: $ 166.00
Book- 3482 Page: 601 - 607 Fee $ 26.00
Instrument Number: 2017002746
Parcel No.: 021317 0064
WARRANTY BEER
, bar and between GRACE JACK -SON
WITNESSETH:
and husband, DAVID EDNVARD
NOW, THEREFORE, that the Grantor, for a valuable
ELAWE JACKSON
M, 1050 Westport Drive,
the receipt of w Bich is hereby acknowledged, has and by these presents
convey unto the Grantee in #ice simple, all that certain Iot or parcel sof
County, North Carolina mid more particularly described as follows:
RP WELLONS LAND
a 28335, hereinafter
4icy by a Grrantee,
ai , sell and
lav si IIIett
submitted electronically by "Dwight snow attorney at Law"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Harnett County Register of

B3482 - P602
See Attached Exbibit "A" attached hereto and incorporated herein by
reference
n11S 7S NOT THE PRIMARY RESIDE?ICE OF THE GI NTI'O&
HAVE AND TO HOLD the aforesaid lot or parcel of land ,and all privileges and
ekthercunto belonging to the Grantee in fee simple.
C covenants with the Grantee that Grantor is seized of the premises in fee
si le, as g t c vey the same in fee simple, that title is marketable and free and clear of
alt enc, ce for will warrant and defend the title .against the lawful claims of all
person 0 r ex t r the exceptions hereinafter stated. 'Title to the property hereinabove
desscriih ., sac ' t i b o' g exceptions:
1. Gene u ' ' raaents for phone and power purposes and access easements.
2. Roadw ts-0 ay of record and those visible by inspection of the premises.
3. Such fac as natal dy on the subject property by an envirortanental engineer
would reveal
4. Such facts th um d re ed by a recent as -built survey on the subject tract by a
registered land sury r. ,--�
The designation Or,
successors and assigns, and
by context.
IN WITNESS'
year first alcove written.
Drn stn as
11 de ,
1+10%', raptor h
Grace Jacks
Gloria J. Jac ' P
[Cath Elaine Jacks(
herein shall include said parties, their heirs,
al, masculine, feminine or neuter as required
set their hands and seals, the day and

'➢t $1St X ftl fk>~ it 9ea°r f4S�f
B3482 - P603
a Notary Public, coo hereby catifg that Grace
J. Jackson Moley and Ruth Elaine Jackson Wallace personally
and acknowledged the execution of the foregoing instrument.
end notailal seal this„ A day of February, 2017.
NOTARY PUBLIC �r
MY COMMISSION FtXI'IRES:�
tJt!•Vt
1�C Sh 9C fP 1>•t' 76f l4".R•'�11�f'�t *"iG 7rc iC A� $ K fit f�. �: int 3tf'�f �G jt Lt 11' )F 7i' 1t f��fF fti �
m
David Edwardey< �)
I, _ .. __ a N
Edward Daley personally appeared before me thi
foregoing instiument.
'WTFNESS my hand and notarial seal this
NO'T'ARY PbSLIC
I i�11 C4SSIi I�?
NOTARY SEAL
do hereby certify that David
iowledged the execution of the
N

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PIANO M Igpiaa Sg op
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luauxwstg SatoSatas
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S3ltisilXH MOISs3{IiiXItls�
01 8 d,ki
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'Jttattmaoi su!olwoj alp jo Uoinoom ate T
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vl'riI'lo,JVD RLIJOK

4 dq, .
aQproaegsa
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Wa ,
foregoing
VANESSA PRIGILIAGA
1 My Commission Exp
February 6, 201 S
B3482 - P606
W
, ;�btaty Public, do hereby certify that Charies
eared before rare this day and acknowledged itac execution of the
is d tiay of February, 2017.
EXPIRES: :k -)e L"- " ac::�? I C)

B3482 - P607
Exhibit "A"
Ve ' 'ng at a stake and corner of Lot 2 in the road and runs as that lot North 38 deg. East 952
faa�to other corner of Lot 2 in the line of Lot 3; thence as Lot 3 North 49 deg. ' est 420 feet to
rak y the fence, thence South 36 deg 15 min. Nest 970 feet to a stake in the center of the
ro nce , the road South 52 deg. East 383 feeE to the point of beginning and containing 9
c sox ss and being Lot x in the Z.A. Lee'Subdivision.
5 is the ee
cribed in that deed from Z.A. Lee and wife Ola N. Lee to Grace Lea
Jackson P 55 recorded. its Deed Book 356, Page 601, Harnett County Registry.
See ads a 30, Hammett Cofh, Registry.
See also Cnin to s eVd recorded in Book 3427, Page 682, Harnett County Registry and
15 SP 437, o irk of Superior Court.