SW7080608_APPROVED PLANS_20080527

NORTH CAROLINA ..J
Department of Environmental Qual

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Stormwater Management Narrative
West End Fire Station
US 70 West
Havelock, NC
Craven County
This project proposes a high density development consisting of a new City of Havelock
Fire station. The City of Havelock owns the overall tract which is 4.48 acres in size.
Only 2.29 acres of that parcel will be used for the fire station and is a part of this
application. 2.45 acres of land will be disturbed by this project which includes paving of
a portion of the access road which is off -site. There are no Section 404 wetlands, Coastal
wetlands or Neuse Riparian Buffer areas on the site.
The property is tax parcel number 6-033-13000. A sedimentation and erosion control
permit for land clearing activities was previously issued for the site. There are no pre-
1988 built -upon areas on the site. There are no other existing permits for the site.
The project stormwater detention pond will be built initially by a separate contractor prior
to the construction of the fire station. There will be no other phasing of the work.
The project will be served by the City of Havelock water supply and public sewer. There
are no known historic sites on the property. Public funding will be used for the project.
"There are not any known DENR non-compliance issues associated with the site. The site
is not in a CAMA area.
The site drains to Sandy Run which is a tributary of the Neuse River. Sandy Run is
classified as SC,Sw,NSW, index #27-112-6-3. The site is currently an undeveloped open
area.
The site is planned as one high density stormwater drainage area. The stormwater runoff
will be treated by one wet detention pond. The NPDES Phase 11 stormwater rules do not
apply to the project area. The stormwater collection is by a combination of piping and
grass swales. The site will comply with the City of Havelock nutrient treatment
requirements.
The proposed built -upon area is 53.6% over a drainage area of 2.45 acres. A wet
detention pond is proposed in order to treat the runoff associated with the one -inch
rainfall event. The wet pond is sized to provide 90% TSS removal. A single forebay
area is provided at the head of the pond.

Stormwater Narrative
West End Fire Station, Havelock, NC
I
The stormwater runoff from all of the developed areas will be collected for treatment.
There is a small amount of off -site runoff coming into the site associated with the US 70
Service Road and the new access road to the north. This runoff is collected, treated and
accounted for in the calculations.
I
A perimeter planted vegetative shelf is provided with one-half of the shelf below the
permanent pool level' and one-half above the permanent pool level for the detention pond
The outlet structure for the pond is sized to draw down the temporary pool in 72 hours.
The pond provides attenuation of the two-year, 24-hour storm to predevelopment
conditions.
The soils on the site are primarily a clay structure at the depths to be disturbed by this
project. The depth toi the seasonally high water table at the detention pond area is 3.3 feet
(elevation 25.2'). The detention pond permanent pool is set at elevation 25.2 feet.
SEAL
15360 YJ

AVOLIS ENGINEERING, P.A.
—�� P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
Soil Boring Report
West End Fire Station
US 70 West
Havelock, NC
Craven County
May 27, 2008
A single soil boring was made at the proposed wet pond location for the West End Fire
Station. The soil boring was completed on May 27, 2008 with a hand auger by Joseph C.
Avolis, PE.
The Craven County Soil Survey maps the soil in the area of the wet detention pond as the
Lenoir type. Lenoir is described as a silty loam in the upper 12 inches, a clay from a
depth of 12 to 72 inches and a fine sandy loam from a depth of 72 to 80 inches. At the
depths to be disturbed, the Lenoir soil type is listed as having a permeability ranging from
0.06 to 0.2 inches/hour. The soil is listed as hydrologic group D.
The following soil characteristics were observed:
Depth
Elevation
Description
0-6"
28.5'
Dark sandy top soil
6"-14"
28.0'
Brown loam
14"-24"
27.3'
Greenish tan sandy clay
24"-30"
26.5'
Few tan mottles, rhizospheres. Grey clay
30"-48"
'26.0'
Grey tan clay with mottles
48"-60"
24.5'
Sandy clay, grey with tan mottles
60"-70"
23.5'
Light grey clayey sand
70"-76"
22.7'
Light grey sand, damp
76"-108"
22.2'
Whitish brown sand, wet
The depth to standing water in the borehole was 7.5', elevation 21.0% on this date.
The depth to the seasonal high groundwater at the boring location was 3.3'. This depth
corresponds to an elevation of 25.2 feet.
Groundwater hydrology in the area appears to have been impacted with the construction
of a borrow pit on the adjoining property to the north across the proposed entrance road.
This borrow pit is drained by gravity to a nearby low lying stream. The seasonal high
groundwater indicators may be relic based on observations of the 7.5 feet depth to
standing groundwater. I The bottom of the proposed pond will be lined with clay to help
maintain the proposed permanent pool of 25.2'. The majority of the side slope area will
already consists of a relatively impermeable clay material.
The site is suitable for the construction of a wet detention pond.

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North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
NCDENit
For DENR Use ONLY
Reviewer:
Submit
Time:
Confirm
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region -Alison Davidsona2a-296-4699;alison.davidson(d)ncmaiLnet
• Fayetteville or Raleigh Region-David�Lee 919-791-4203; david.lee(@.ncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(d)ncmail.net
• Washington Region -Lyn Hardison 252446-9215 or lyn.hardison(a,)ncmaiLnet
• Wilmington Region -Janet Russell910.350-2004 or janet.russeII(@,ncmail.nef
NOTE. Project application received after112 noon will be stamped in the following work day.
Project Name: WEST END FIRE STATION County: CRAVEN
Applicant: JAMES FREEMAN Company: CITY OF HAVELOCK
Address: P.O. DRAWER 368 City: HAVELOCK, State: NC Zip: 28532
Phone:[phone] Fax:[phone] Email: HARVELL(a),CITYOFHAVELOCK.COM
Project is Drains into SANDY RUN waters Project Located in NEUSE River Basin
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING, P.A.
Address: P.O. BOX 15564 CityAEW BERN, State: NC Zip: 28561
Phone: [phone] Fax::25AV 2-633-6507 Email: OLISENG(a,LPMONLINE.NET
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
I
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
® State Stormwater ❑General I ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion ani Sedimentation Control Plan with _ acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply) Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ® No Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Minor Variance : ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ® No Major General Variance ❑ No ❑ YES
404 Application in Process wl US ACOE:❑Yes ® No 401 Application required: []Yes ❑ No If YES, ❑Regular
Permit Received from US ACOE ❑ Yes ❑ No Perennial, Blue line stream, etc on site ❑ yes ❑ No
jFor DENR use only
Fee Split for multiple permits: (Check # ) Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
I
$
ar
Viance (❑ Ma'; ❑ Min
K4
$
SIN ❑ HD, ❑ LID, ElGen
$
.
$
Los
$
Stream Deter,_
$

EXPRESS
JUN i 3 t008
NC DENR
n; nn'fIC" 13
JUN 1 3 2008
D% Q1NAR®
STORMWATER CALCULATIONS
WEST END FIRE STATION
U.S. HIGHWAY 70 WEST
HAVELOCK, NORTH CAROLINA
Prepared by:
Avolis Engineering, P.A.
P.O. Box 15564
New Bern, NC 28561
[phone] Fax
[phone] Office
June 12,2008

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(5�,�.i�'rAe►�-E'D L'bmutQwrE[Z �R.�,aTours�
m� �EPcK F(.DLJ IZEDucI'IarJ p,EQU«EMENTS
fti�E 5A--15 F IC—D-
i
-Fn} OFVE9. -tt, I nn T FP EF�a�FRD "R�Q(At-REM5dTS� LEVEL
Agzu,\)V FOYJV i MusT gE 1•o FT (D ABoV-r 26.340
t .—
CAt,cuGA'>�_ I�iEQUtP-�7� RlI ,ER A-►-�,'UvM6C-
F8= (4`k 422.0)(62.4 tbs1F+3) = 31804
Gor-V-f-M PILL w 'Ru. t5C= (25, �' 2z. o9(4'X4)� 14s"�lrf�
'R}C [Z15EQ
GbrvC,9-f-TE F-D Tl^)G tA) (J rC= �Co'x(o'x
� ko-cj- Furrft7 o 0
I
I
I
�LS� a� wt�JE d4
0� N
\\0,3 4-(r"t
\\043 ,a (,,::t = 1.34- F4-3/c,;7
145- &Z.4lW P43
Ntr b- ea V,EatAIgF-A4F,,J -5 Cr T-11
rT-11

�, �IirRU�E� CAt-CULPrTionJS
bue:5 Frtjv Harr- 51--ricr1
US '- 0 LA) r
14-AVELUCK- NC.
-rblV<LW TtY-5WCD AAFA S,
1Asr 44q rfL (z.4sz Arc)
(JN1CLLAVES OFt=-iITE
P"WWGi Tb P'brJ7
• F�� s�T I��i C3uI�p�,Jh = It Isl �}Z
F i fzE TV -a C K, 5F
F(zu�T V15tTotL �/tcuu�G. f�-r4 = Slo3d Sh
• SI�EWRt_KS `— 2,234 5F
I'l'C'G�SS READ Coro—StrE l'vR-T'lor�, = 4,z�o 5r
DF�-5irI guILr—vpa,.i ft{L.,AS
> 5ERV1 E 'Po-�D I,J F-R-013T of P21vE5 = 1530 5r
i
Acc,E55 'o q (o F-s1 PoRno�) = 42�o s�
-cow ►�.tA�1RGrD ve(s-rATjor Air --A- Z.42- 1, 31 = Id /-C,
i
`rN cxpvrr = �(1.31 ��)�2�-� lb/rNl/��c� QrNIA-c)
-Fri
"rrJ t�f%DiCT tV(i�
IU6 T
PO�
7t� , 10 165 -rA) -f
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12.03 IbS rn'1
Al- `66F&er- -r-(zF.A-rM.EWr r42uA ( #

�. �-/h�ERv�ous' Pr�A-5 � MAnJ�}C—'ET7 vF(E-Tx}T�ory
.uw o '(wei STaRY1WAT�TZ �7E�n�TlovJ Po •»,
rN tb6
4-p2Eft 5 W 1 L-L
ro RF-vucrloa GI poab= 4r Zs°%
�.23 Ibs %A)
2, 4z Ac
9. 0 4- Ibs , -ram - A-c-
>1� Sso. S-U (b
JJ AG J

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Volume
(cuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
3.66
6
i
732
15,630
2
—
2-YR, PRE-DEV
2
SCS Runoff
6.24
4
728
23,471
2
—
2-YR, POST DEV
3
Reservoir
2.71
4
744
I
I
i1
i
i
I
I
i
I
i
i
I
1
I
it
22,709
2
2
26.36
9,764
2-YR, POST DEV
Proj. file: 07014HAVE�LOC:K:FTIRGIDF
file: NEW BERN.IDF
Run date: 06-05-2008

i
1 - SCS Runoff - 2 Yr - Qp = 3.66 cfs
4
i
3
i
U 2
CY
1
I
0
0 5' 10 15 20 25
Time (hrs)
/ Hyd. 1

2bv-I�% > IJF LaI J i�2OCl�ri��
2-SC'S Runoff -2Yr-Qp=6.24cfs
6
� 4
CY
2
0
0 5; 10 15 20 25
Time (hrs)
/ Hyd. 2

3 - Reservoir - 2 Yr - Qp = 2.71 cfs
8
CY
0
0 120 40 60 80
Time (hrs)
/ Hyd. 2 / Hyd. 3
6
'
4
i
2

Hydrograph Report
Page 1
Hyd. No. 1
2-YR, PRE-DEV
Hydrograph type
= SCS Runoff
Storm frequency
= 2 yrs ,
Drainage area
= 2.45 ac
Basin Slope
= 1.0 %
Tc method
= LAG
Total precip.
= 3.89 in
Storm duration
= 24 hrs
Hydrograph Discharge Table
Time --
Outflow
(min
cfs)
588
0.04
678
0.21
768
0.72
858
0.32
948
0.21
1038
0.14
1128
0.11
1218
0.09
1308
0.08
1398
0.07
End
English
Peak discharge = 3.66 cfs
Time interval =
6 min
Curve number =
79
Hydraulic length =
370 ft
Time of conc. (Tc) =
14.8 min
Distribution =
Type III
Shape factor =
484
Total Volume = 15,630 cult

Hydrograph Report
Page 1
i
English
Hyd. No. 2
2-YR, POST DEV
I
Hydrograph type
= SCS Runoff
Peak discharge =
6.24 cfs
Storm frequency
= 2 yrs
Time interval =
4 min
Drainage area
= 2.45 ac
Curve number =
90
Basin Slope
= 1.0 %',
Hydraulic length =
300 ft
Tc method
= LAG ,
Time of conc. (Tc) =
8.5 min
Total precip.
= 3.89 in
Distribution =
Type III
Storm duration
= 24 hrs
Shape factor =
484
Total Volume = 23,471 cuft
I
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
476
0.06
536
0.13
596
0.22
656
0.38
716
2.84
776
0.74
836
0.45
896
0.33
956
0.24
1016
0.19
1076
0.14
1136
0.13
1196
0.11
1256
0.10
1316
0.09
1376
0.08
1436
0.07
...End

I
Hydrograph Report
Page 1
Hyd. No. 3
i
2-YR, POST DEV
Hydrograph type =
Reservoir
Storm frequency
= 2 yrs
Inflow hyd. No.
= 2
Max. Elevation
= 26.36 ft
Storage InMeation method used,
Peak discharge
Time interval
Reservoir name
Max. Storage
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A
(min)
cfs
ft
cfs
cfs cfs
cfs cfs
720
4.07
25.97
1.86
0.03 -
- 0.50
780
0.69
26.14
2.25
0.03 ---
-- 1.41
840
0.43
25.99
1.90
0.03 -
- 0.58
900
0.33
25.94
1.78
0.03 -
- 0.37
960
0.23
25.92
1.71
0.03 -
- 0.26
1020
0.18
25.90
1.65
0.03 -
- 0.19
1080
0.14
25.88
1.61
0.03 ---
-- 0.14
1140
0.12
25.87
1.58
0.03 -
- 0.11
1200
0.11
25.86
1.56
0.03 -
- 0.09
1260
0.10
25.86
1.55
0.03 -
-- 0.08
1320
0.09
25.85
1.53
0.03 -
- 0.07
1380
0.08
25.85
1.53
0.03 -
- 0.06
1440
0.07
25.85
1.51
0.03 -
- 0.05
1500
0.00
25.82
1.38
0.03 -
- 0.01
1560
0.00
25.81
1.33
0.03 -
- 0.00
1620
0.00
25.79
1.29
0.03 -
- 0.00
1680
0.00
25.78
1.26
0.03 -
- -
1740
0.00
25.77
1.23
0.03 -
- -
1800
0.00
25.76
1.19
0.03 ----
-- -
1860
0.00
25.74
1.16
0.03 --
--- -
1920
0.00
25.73
1.13
0.03 -
- -
1980
0.00
25.72
1.10
0.03 -
- -
2040
0.00
25.71
1.07
0.03 --
- -
2100
0.00
25.70
1.04
0.03 -
- -
End
English
= 2.71 cfs
= 4 min
= FIRE STATION
= 9,764 cuft
Total Volume = 22,709 cult
Wr B Wr C Wr D Outflow
cfs cfs cfs cfs
-- 0.53
- --- - 1.44
0.61
- - - 0.40
- - - 0.29
- - - 0.22
- -- -- 0.17
- - - 0.14
- - - 0.13
- - - 0.11
- -- - 0.10
- - - 0.09
- - - 0.08
- - - 0.04
--- -- - 0.03
- - - 0.03
- - - 0.03
- - - 0.03
---- --- - 0.03
-- - 0.03
- - - 0.03
- - - 0.03
--- - 0.03
- - 0.03

Reservoir Reporrtl�,
Page ,
English
Reservoir No. 1 - FIRE STATION
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Stage Elevation Contour area
Incr. Storage
Total storage
ft ft sqft
cuft
cuft
0.00 25.20 6,580
0
0
0.50 25.70 8,454
3,759
3,759
0.80 26.00 6,808
2,589
6,348
1.80 27.00 10,028
9,418
15,766
2.80 28.00 11,305
10,667
26,432
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 18.0
1.3
0.0
0.0
Crest Len ft
= 2.5
0.0
0.0
0.0
Span in
= 18.0
1.3
0.0
0.0
Crest El. ft
= 25.81
0.00
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff.
= 3.00
0.00
0.00
0.00
Invert El. ft
= 25.10
25.20
0.00
0.00
Eqn. Exp.
= 1.50
0.00
0.00
0.00
Length ft
= 50.0
0.1
0.0
0.0
Multi -Stage
= Yes
No
No
No
Slope %
= 0.20
0.10
0.00
0.00
N-Value
= .013
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -
Yes
No
No
Tailwater Elevation =
0.00 ft
Note: AO oudlows have been analysed under,dlel and outlet control.
Stage / Storage I Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Discharge
It cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
25.20
0.05
0.00
0.05
376
25.25
0.10
0.00
0.10
752
25.30
0.18
0.00
0.15
1,128
25.35
0.26
0.01
0.20
1,503
25.40
0.34
0.02
0.25
1,879
25.45
0.44
0.02
0.30
2,255
25.50
0.56
0.02
0.35
2,631
25.55
0.69
0.02
0.40
3,007
25.60
0.82
0.02
0.45
3,383
25.65
0.97
0.03
0.50
3,759
25.70
1.05
0.03
- - 0.00 - -
- 0.00
- - 0.00 - -
- 0.00
- - 0.00 - -
- 0.00
- - 0.00 - -
- 0.01
- - 0.00 - -
- 0.02
- - 0.00 - -
- 0.02
- - 0.00 - -
- 0.02
- - 0.00 - -
- 0.02
- - 0.00 - -
- 0.02
- - 0.00 - -
- 0.03
- - 0.00 - -
- 0.03
Continues on next page...

FIRE STATION ' Page
Stage I Storage I Discharge Table
Stage Storage Elevation CUvA CUwB C1nC C|*0 Wr A Wr B WrC WrD Discharge
0.53
4.017
25.73
/
/
1.12
0.03
0.56
4,276
2576
1.20
0.03
0.59
4.535
25.79
128
0.03
0.02
4.794
25.82
1!37
0.03
0.65
5.053
25.85
1`53
0.03
0.68
5.312
25.88
i
0|03
071
5.571
25.91
1�08
0.88
0.74
5.830
25.84
1 J7
0.03
0.77
6`089
25.97
1`85
003
0.88
8,348
20.00
1.93
0.03
0.80
7'290
20.10
2.15
0.03
1.08
0.231
26.20
2.41
0.03
1.10
9,173
26.80
Z62
0.02
1.20
10.115
20.40
2.78
0.01
1.30
11.057
26.50
2.2
0.00
1.40
11.999
26.80
2.88
0.00
1.50
12.940
28.70
4.0
0.00
1.00
13,882
26.80
5.01
8.00
1.70
14'824
26.80
5.73
0.00
1.80
15.766
27.00
8.47
0.00
1.80
16,832
27.10
7.09
0.00
2.00
17.899
27.20
7.05
0.00
2.10
18.900
27.30
8.18
0.00
2.20
20,032
27.40
8.08
0.00
2.30
21.089
27.50
95
0.00
2.40
22.150
27.00
9.59
0.00
2.50
23`232
27.70
10.02
0.00
2.60
24.290
27.80
10.43
0.00
2.70
25.380
37.80
10.82
0.00
2.08
20'432
28.00
11.20
0.00
End
- - 0.80 - -
~ 0.05
- - 0.00 - -
- 0.03
- ` 0.00 - -
- 0.0
- - 0.01 - -
- 0.04
- - O.O0 - -
- 0.09
- - 014 - -
- 017
- - 0.24 - `
- 0.27
- - 0.35 - -
- 0.38
- - 0.48 - -
- 0.51
- - 0.62 - -
- 0.65
- - 117
1.20
- - 1.0 - -
- 1.85
- - 2.57 ' -
- 2.60
- - 3.40 - -
` 2.78
- - 4.30 - -
- 2.82
- - 5.27 - -
- 2.88
- - 0.30 - -
- 4.09
- - 7.39 ~ -
- 5.01
- - 8.53 - -
- 5.79
- - 8.74 - -
- 6.47
- - 10.89 - -
- 7.89
- - 12.28 - -
- 7.65
- - 13/64 - -
- 810
- - 15.04 - -
- 8.68
- - 16.48 - -
- 915
- - 1796 - -
- 9.59
- - 19/49 - -
- 10.02
- � 21.05 - -
- 10.43
- - 22.66 - '
- 10.82
- - 2431 - -
- 11.20

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T
NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s)
Coordinator along with a completed DETAILED narrative, s
of the project location. Include this form In the application
For DENR Use ONLY
Reviewer�7tf 7
Submit
Time:
confirm
requesting for express review. FAX or Email the completed form to
• Asheville Region -Alison Davidson 828-296-4698;a#son.davldson0ncmall.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; devid.looAncmailnet
• Mooresville & -Patrick Grogan 704.663.3112 or patrick.arooanAncmail.net
• Washington Region -Lyn Hardison 252-946.9215 or Ivn.hardisonOncmail.net
l�
• Wilmington Region -Janet Russell910.350.2004 orianstrussell(rDncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
JUN 13 2008
Project Name: WEST END FIRE STATION County: CRAVEN
Applicant: JAMES FREEMAN Company: CITY OF HAVELOCK
DVV t/t/ry R0
Address: P.O. DRAWER 368 City: HAVELOCK, State: NC Zip: 28532
VVI9ctV
Phone:[phone] Fax:[phone] Email: HARVELL(iDCITYOFHAVELOCK COM
Project is Drains into SANDY RUN waters Project Located in NEUSE River Basin
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING P.A.
EXPRESS
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561
Phone: [phone] Fax::[phone] Email: AVOLISE195.LPMONLINE. NET
JUN 13 2008
(Check all that apply)
NC DENR
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls — Please allach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density-Infltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -Constructive Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No
Permit Received from US ACOE ❑ Yes ❑ No
Isolated wetland on Property ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance : ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple Dermits: (Check #, t 1-191 1 Tntal Fan Amnunr s 4a-f'f') /
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance Ma ; Mln
g
SW D, ❑ LD, ❑ Gen
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FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT tf�d4fV LS�
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and a0p(oved3bQSe
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable' or the e-mail and/or fax information unavailable, place N/A in the blank-)
UM -WAR®
Part A.
Project Name Proposed Fire Station Site
2. Location of land -disturbing activity: County Craven City or Township Havelock
Highway/Street US 70 West Latitude N 340 55.609' Longitude W 760 56.803'
3. Approximate date land -disturbing activity will commence: July 30, 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed'or uncovered (including off -site borrow and waste areas): 4:48
6. Amount of fee enclosed: $, $65.00 additional The application fee of $65.00 per acre (rounded up
to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes_ X_ No Enclosed X
1
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Joseph C. Avolis, P.E. E-mail Address avoliseng(DIpmonline.net
Telephone [phone] Cell # 252-617-0795 Fax # [phone]
9. Landowner(s) of Record'(attach accompanied page to list additional owners):
City of Havelock I
Name
P.O. Drawer 368 i
Current Mailing Address I
Havelock . NC 28532
City State Zip
252-444-6411 252-444-1014
Telephone Fax Number
1 Government Avenue
Current Street Address
Havelock, NC 28532
City State Zip
10. Deed Book No. 2699 Page No. 244 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
City of Havelock
Name
P.O. Drawer 368
Current Mailing Address
Havelock NC 28532 i
City State Zip
I
Telephone [phone]i
E-mail Address
1 Government Avenue
Current Street Address
Havelock NC 28532
City State Zip
Fax Number 252-444-1014

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
i
Name
Current Mailing Address
City 'State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Number
I
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
i
Name of Registered Agent
Current Mailing Address
City State Zip
E-mail Address
Current Street Address
City
Fax
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information shoul6there be any change in the information provided herein.
r print
City Manager
Title or Authority
Date
G/1e/off
I, 00"� k� , a Notary Public of the County of Oro' ye[':)
State of North Carolina, hereby certify that James Freeman
appeared personally before me this day and being duly sworn acknowledged that the above form
was executed by him.
Witness my hand and notarial seal, this day of 'FCkYl)e_- 20 �g
i
Cathy Campbell
NotaryPublio ( aYYY�P Q Q
Craven County, NO
WNotary
Se S Cpmmlaslon Erpkm
aUuly25, 2012 r/ 7G- ) rr
My commission expires / U-� !J