SW8970616_COMPLIANCE_20120722

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

HIGH DENSITY
STATE STORMWATER INSPECTION REPORT
Project Name: Trolley Path Condo Association Permit No: SW8970616 Expiration date: 7/22/2015
Contact Person: Joseph Shapira Phone No: 910-452-3555
County: New Hanover Center of Project GPS: Lat: 340 13' 34.68 "N Long: 770 55' 00.14 "W
Facility Address: Wrightsville Ave. near RR and Spofford. City: Wilmington Zip: 28403
(If multiple basins exist, specify basin(s):
Entry time: 1:30 am ❑ pm ® Exit time: 2:05 am ❑ pm ® Date: 6/25/08
Method of Treatment: (check one) ® Wet Detention ❑ Dry Detention ❑ Bioretention ❑ Wetland ❑ Sandfilter ❑ Swale
❑ Pocket Wetland ❑ Level Spreader ❑ Permeable Pavement ❑ Infiltration Basin Other: ❑
Receiving Waters: Burnt Mill Creek . Classification: C-Sw River Basin: Cape Fearr
GENERAL QUESTIONS FILE REVIEW
1. A signed copy of the Engineer's certification is in the files:
2. A signed copy of the Operation & Maintenance Agreement is in the files:
3. A copy of the recorded deed restrictions is in the files:
SITE VISIT
1. Drainage area is consistent with the permit:
2. Built -upon area to drainage area is consistent with the permit:
3. All built -upon area (as permitted) is graded such that'the runoff drains to the system:
4. The outlet structure is located per the approved plans:
5. The trash rack is provided on the outlet/bypass structure:
6. The trash rack is free of debris and excess trash:
7. All slopes are grassed with permanent vegetation:
8. Vegetated slopes are no steeper than 3:1
9. The inlets are located per the approved plans and do not cause short-circuiting of the system:
YES NO HLA NE
®
❑
❑ -
❑

YES NO NA NE
10.
Access points are clear and well maintained:
®
❑
❑
❑
11.
Forebay is free of excessive sediment:
❑
®
❑
❑
12.
Banks are stable with no erosion present:
❑
®
❑
❑
13.
Vegetation and trash have been removed as needed:
❑
®
❑
❑
14.
Drawdown device is correctly sized per the approved plans:
®
❑
❑
❑
15.
Grass is mowed (not scalped) as required:
®
❑
❑
❑
16.
All required parts of the system are provided (such as vegetated shelf and a forebay):
®
❑
❑
❑
17.
The swale or outlet bypass is in the correct place and is in good condition:
®
❑
❑
❑
18.
Vegetated shelf is 6:1 and properly vegetated:
®
❑
❑
❑
19.
Invasive species/tree control is provided as needed
®
❑
❑
❑
20.
Tree pruning, mulch and plant replacement are provided as needed in the bioretention basin:
❑
❑
®
❑
21.
Permeable pavement has had regular sweeping and vacuuming:
❑
❑
®
❑
22.
Gravel replacement is performed as needed:
❑
❑
®
❑
23.
Excessive landscape debris (grass clippings, leaves, & sediment) are controlled:
❑
❑
®
❑
24.
Large stemmed vegetation is kept off of the level spreader:
❑
❑
®
❑
25.
Sediment and debris is removed from behind the lip of the level spreader on a routine basis:
❑
❑
®
❑
26.
Maintenance records are available for inspection:
❑
®
❑
❑

_COMMENTS: (each NO answer should have a comment)
1. Your permit was reissued on July 22, 2005 and expires on July 22, 2015.
2. This facility is in violation of its' permit conditions for operation and maintenance.
3. There were several roof drains that were directed to the forebay as well as the storage pond. All flow going into the
system should enter by way of the inlet structures to the forebay. Flows that enter elsewhere in the system will allow the flow
to short circuit and not receive the treatment that it was designed to due to decreased detention times.
4. There were areas of erosion that should be repaired as required by your permit.
5.' The orifice in the outlet structure appeared to be plugged with lawn debris, and trash. You are required to visit the site
after every significant runoff producing rainfall event and at least monthly for sediment accumulation, erosion, trash
accumulations, vegetated cover and general condition.
6. There appeared to be an excessive amount of sediment in the forebay. You should check the elevations to determine if
sediment must be removed. Please refer to your signed Operation and Maintenance agreement for your requirements.
7. Operation and Maintenance records were not available on the inspection date. If you have such records, please submit
the last three months of data along with your response to this notice. Be advised that your permit requires that records
be kept.
8. The sideslopes and rip -rap are placed where previously approved by Wilmington Regional Office Staff. You must
however, repair any areas of erosion around the riprap.
_Porch area built over pond slope, rip rap as per previously approved Gutters do not drain to
the inlet end of the forebay.

with riprap and some erosion present
excessive sediment in forebay
Forebay erosion and slopes with lack of vegetation Gutters should drain to inlet end of forebay

Sideslope erosion rip rap not replaced gutters draining to storage pond causes short circuiting outlet plugged
_Flow not exiting pond orifice appeared to be plugged with debris and trash gutter drain causing channeling and erosion

Another hidden gutter drain going into storage pond not forebay
YES NO
Compliant ❑ Non -Compliant ® NOV sent ❑ ❑ Date sent NOV
Inspectors name& signature: Pat C Durrett & Rhonda Hall _ Date: 6/25/08

Date Design
Check
Andrew and Kuske
902 Market St. CONSULTING ENGINEERS, iNC. Wilmington, N.G. 28401
Job For
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STORMWA TER
E C E 1 V E
JUN
. 131997
PROJ # fj& jq2Q�p + (p
Sheet
Job No.

R-7«-3
Data for SPOFFORD MILLS (7-9-0 u T4 Page 1
TYPE III 24-HOUR RAINFALL= 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
HydroCAQ 4.523 000479 (c) 1986-1996 Applied Microcomputer Systems
WATERSHED ROUT'ING
OSU3CATCHMENT El REACH /\ POND 1� LINK
STORMWATER
E C E! V E
JUN 1 31997
D E M
PROJ #

�r
Data for SPOFFORD MILLS Page 2
TYPE III 24-HOUR RAINFALL= 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
H droCAD 4.523 000479 c 1986-1996 applied Microcomputer Systems
SUBCATCHMENT 1 ENTIRE SITE
PEAK= 22.00 CFS O 12.02 HRS, VOLUME= 1.52 AF
ACRES CN SCS TR-20 METHOD
2.77 98 IMPERVIOUS AREAS TYPE III 24-HOUR
1.94 45 GRASS RAINFALL= 7.0 IN
4.71 76 SPAN= 10-20 HRS, dt=.1 HRS
Method Comment Tc min
DIRECT ENTRY ENTIRE SITE 5.0
22
22
}B
}6
U 12
10
3
O 8
J
LL- {
4
2
0m
SUBCATCHMENT 1 RUNOFF
ENTIRE SITE
fV m Q 111 'D
TIME Chours)
AREA= 4.71 AC
Tc= 5 MIN
CN- 76
SCS TR--20 METHOD
TYPE III 24-HOUR
RAINFALL= 7.0 IN
PEAK= 22.00 CF5
e 12.02 HRS
VOLUME= 1.52 AF
r- 07 m m
- - - N

Data for SPOFFORD MILLS Page 3
TYPE III 24-HOUR RAINFALL= 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
HydroCAD 4.523 000479 (c) 1986-1996 Applied Microcomputer Systems
REACH 1
OUTLET
Qin =
7.09 CPS
Q 12.36
HRS, VOLUME= 1.24 AF
Qout=
7.09 CPS
@ 12.37
HRS, VOLUME= 1.24 AF,.
ATTEN= 0%, LAG=
.1 MIN
DEPTH END AREA
DISCH
(FT) _
(SQ-FT)
(CFS)
24" PIPE
STOR-IND+TRANS
METHOD
0.0
-0.0
0.00
PEAK DEPTH=
.87 FT
.2
.2
.36
n= .012
PEAK VELOCITY=
5.4 FPS
.4
.4
1.52
LENGTH= 20 FT
TRAVEL TIME =
.1 MIN
.6
.8
3.39
SLOPE= .005 FT/FT
SPAN= 10-20 HRS, dt=.1 HRS
1.4
2.3
14.51
1.6
2.7
16.94
1.8
3.0
18.47
1.9
3.1
18.64
1.9
3.1
18.47
2.0
3.1
17.33
REACH 1 DISCHARGE
OUTLET
ze
1.8
}.6
1.2
1.0
a-
w b
0
4
6.0m N M Nr D 0 n m M m- ru v in 0 r 0
DISCHARGE ( cf s )

Data for SPOFFORD MILLS Page 4
TYPE III 24-HOUR RAINFALLS 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
HydroCAD 4.523_000479 _(c) 1986-1996 Applied Microcomputer Systems
REACH 1 INFLOW & OUTFLOW
OUTLET
7.0
6.5
24'' PIPE
5
0
n=.012 L=20' S=.005
5.5
STDR-IND+TRANS METHOD
r, 5.0
VELDCITY= 5.4 FPS
LO 4.5
TRAUEL= .1 MIN
U 4-0
- 3,5
QIn= 7.09 CFS
3.0
Dout= 7.09 CFS
O
LAG= I MIN
2
5
2.0
1.5
1.0
5
0
0m
r Ln
- v
N
TIME (hours)

ti
Data for SPOFFORD MILLS Page 5
TYPE III 24-HOUR RAINFALL= 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
HydroCAD 4.523 000479 (c) 1986-1996 Applied Microcomputer Systems
POND 1
POND
Qin = 22.00 CFS @ 12.02 HRS, VOLUME= 1.52 AF
Qout= 7.09 CFS @ 12.36
HRS, VOLUME= 1.24 AF,
ATTEN= 68W, LAG=
20.5 MIN
ELEVATION
AREA
INC.STOR CUM.STOR
STOR-IND METHOD
(FT)
(SF)
(CF) (CF)
PEAK STORAGE =
44424 CF
17.0
340
0 0
PEAK ELEVATION=
25.5 FT
22.5
6055
17586 17586
FLOOD ELEVATION=
26.0 FT
24.3
9535
14031 31617
START ELEVATION=
22.5 FT
24.5
9960
1949 33567
SPAN= 10-20 HRS,
dt=.1 HRS
25.0
11150
5278 38844
Tdet= 166.8 MIN
(.84 AF)
26.0
13410
12280 51124
# ROUTE
INVERT
OUTLET DEVICES
1 P
22.5' 1.8"
ORIFICE/GRATE
Q=.6
PI r-2 SQR(2g) SQR(H-r)
2 P
24.0' 5'
x .25, ORIFICE/GRATE
Q=.6
width 2/3 SQR(2g) (H-1.5
- (H-Height]-1.5)
3 P
25.5' 16'
SHARP -CRESTED RECTANGULAR
WEIR
Q=C L H-1.5 C=3.27+.4 H/1 L=Length-0(.1 H)
POND i DISCHARGE
POND
26.0
B ---
1 6' FaRP-(REST-EREC-T-PNGULRFZ- QEIR
25.5
- -
-Sl
- - - ;_ - - - - - - - - - - - - - - -
25.8
24.5
-
5' x .25' CRIFICE/GRATE
24.8
- -
- - - - - - - - - - - - - - - - - - - - -
23.5
"
23.8
1.8'' ORIFICE/GRRTE
22.5
- -
- - - - - - - - - - - - - - - - - - - - -
Z
22.0
O
21.5
21
. B
20.5
20.13
w
19.5
-j
19.B
w
18-5
1B.13
17.5
17.
Bm
N
➢ W m N V SA m N ¢ W' M'
DISCHARGE (cfs)

"Data for SPOFFORD MILLS Page 6
TYPE III 24-HOUR RAINFALL- 7.0 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 20 May 97
'H droCAD 4.523 000479 c 1986-1996 Applied Microcom uter Systems
POND 1 INFLOW 8 OUTFLOW
POND
22
20 STOR-IND METHOD
18 PEAK STDR= 44424 CF
PEAK ELEU=. 25.5 FT
16
Dina 22.02 CF5
!1 14 Dout= 7.09 CF5
u 12 LAG= 20.5 MIN
1
3 0
O B
J
LL 6 .
4 r
r
2
r
0m - n, rr) v rn to rl m m m
- - - - - - - -- - N
TIME (hour5)

1l 1Ci (l �i�
rIw Lnrr "W-y-
tv INV. 22.5
W/ 10' X 15' X 152`'
ENERGY DIS IPATOR��
/�6 NCDOT CLASSB
EROSION CONTROL TELPU;V r o /
STONE SILT FENCE- % !
k NORMAL POOL
�f �� ELEVATION — 22.5
iplo, BUM,
jo b�
�, ; �/� ,/I� • tits
C01,01CT WDi 6ASIN -- AT END OF UISTM . 30, GIP
TOP GRATE = 24.Of
AV. 1173'
PONE DiECX L1W 1.
f IN FRONT OF
INV. 22,3�
W/ 10' X 15' X 15" i'; . ; t-'
ENERGY DISSIPATOR
NCDOT CLASS 8 Jo /', ; , �:'
EROSION CONTROLX A X 2 TrE
STONE i i, 1FES
qATE VALVE
CASE VAL ! c'
&' BLOW 01
tit

swg qj oc016
OVER
H0RT1��P
Beth Easley Wetherill, CPESC
Soil Erosion Specialist
New Hanover County
Engineering Department
230 Market Place Drive - Suite 160
Wilmington, North Carolina 28403
Phone: [phone]Fax: [phone]
Email: [e-mail]
SEDIMENTATION INSPECTION REPORT
Project Grading Permit
Project: T-0 Project Loc on: lir' e,
Person(s)Financially Responsible L' a
Address: 'WlC p Z 19 R
1. Pictures: Yes 6) # Weather & Soil Cori itions: e &Z Z
2. Is site currently under Notice of Violation: Yes +�
3, Is the site in compliance with NHC Soil Erosion & Sedimentation Control Ordinance? Yes(1�Circle violations below:
4. Violations: (Circle letter)
(A) No approved plan. (B) Failure to follow approved plan. (C) Failure to submit revised plan.
(D) Failure to provide adequate ground cover. (DInsufficient measures to retain sediment on site,
(F) Failure to take. all .reasonable measures. (G) Inadequate buffer zone. (H) Graded slopes & fills too steep.
�Dknprotected exposed slopes. 10Failure to maintain erosion control measures. (K) NPDES Problems
(L) Other (describe)
5: Has off -site sedimentation occurred since last inspection? Yes No Degree: Slight Moderate Severe
6. ' Contact made with Title:
Inspection report give sen k a-ui;c --hlun ,(/[ le-- Chu
7: Inspection Report sent to person(s) responsible:'p Datesent
8. Corrective Actions Needed:
•".fi�S �/� fLJLf os-E, �r�r1[{��,✓lG /]►�Ar G S/�c>c..��/���P- �.d . -_ .
u-
Za—
�r �r I - 1- ►.L >^
►l a C-. do 1, P GLac/ If 107 0-c- --
Report By: at'n - L �r1 d Date: Others present:
Time to Comply:

ro
CORRECTIVE ACTIONS NEEDED (ADDITIONAL-
Ye �r4 d.. ;�407
Tti
JIY,vh ' l Cl �-
r
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�,o XV ir., it n.l /V.,k e �

CAPE FEAR RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Bridge Branch
CPF19
18-68-2-12-2-2
H25NE8
C;Sw
Broad Branch
CPF16
18-50-4
I24SE5
C
Broad Mouth Branch
CPF09
17-20
E20NE4
C
Brooks Creek (Branch)
CPF04
16-36
D22SW7
WS-IV,B;NSW
Brown Branch
CPF03
16-19-11-1
C21SW2
C;NSW
Browns Creek (Cross Pond)
CPF16
18-45
I24NWB
C
Browns Swamp
CPF18
18-68-12-3.5
G24SW2
C;Sw
Brunswick River
CPF17
18-77
J27SW7
SC
Brush Creek
CPF02
16-11-4-(1)
C19SW2
WS-III;NSW
Brush Creek
CPF09
17-23
E20NE6
C
Brush Creek (hake Higgins)
CPF02
16-11-4-(2)
C19NW9
WS-III;NSW,CA
Bryant Mill Creek
CPF17
18-65
126SW3
C;Sw
Bryant Swamp
CPF19
18-68-1-17-5
G24SE2
C;Sw
Buck Branch
CPFOS
16-41-1-17-1-1
D23NW9
WS-IV;NSW
Buck Branch
CPF06
16-41-2-9
D22NEB
WS-IV;NSW
Buck Branch
CPF22
18-74-23-0.5-2
H28NW2
C;Sw
Buck Creek
CPF10
17-26-8
F20NE5
C
Buck Creek
CPF1B
18-68-12-5-2
G24SW8
C;Sw
Buck Marsh Branch
CPP21
18-74-8
G27NW6
C;Sw
Buckhall Creek
CPF19
1B-6B-2-10-1
H26NE1
C;Sw
Buckhead Creek (Buckland Creek)
CPF15
18-31-24-6
G23SW5
C
Buckhorn Branch
CPF06
16-41-1-15-1-1-1
D22NE4
C;NSW
Buckhorn Creek
CPF07
16-7-(1)
E23SE1
C
Buckhorn Creek
CPF07
18-7-(2)
E23SW3
B
Buckhorn Creek
CPF07
18-7-(11)
E23SW6
C
Buckhorn Creek (Roney Pond)
CPF19
16-68-2-12-2
H25NE8
C;Sw
Buckhorn Creek (Harris Lake)
CPF07
18-7-(3)
E23SW3
WS-V
Buckle Swamp Creek
CPF20
18-68-22-1-2
J26NW7
C;Sw
Buckskin Swamp
CPF22
18-74-21-1.7
H27NW1
C;Sw
Buffalo Creek
CPF02
16-11-14
C20NW9
C;NSW
Buffalo Creek
CPF10
17-28
F20NEB
C
Buffalo Creek
CPF14
18-23-16
G22NE1
WS-III
Buffalo Meadows Creek (Stevens Pond)
CPF14
18-23-32-3
F23SE7
C
Buies Creek
CPF07
18-18
F24NW4
WS-IV
Bull Branch
CPF15
18-31-19-2-1
G22SW3
C
Bull Branch
CPF19
18-68-2-9
H26NW7
C;Sw
Bull Branch
CPF22
18-74--29-3-3
I26NE2
C;Sw
Bull Run
CPFOB
17-5-(1)
C19SW6
WS-IV:+
Bull Run
CPF08
17-5-(2)
D19NW2
WS-IV;CA:`
Bull Run
CPF09
17-11-4-(1)
D19SE3
WS-III,B
Bull Run
CPF09
17-11-4-(2)
D19SE3
WS-1II,B;CA
Bullard Branch
CPF22
16-74-19-14
G27SW5
C;Sw
Bullard Pond
CPF18
18-66-12-8-1
H24NE1
C;Sw
Bulldog Cut
CPF17
18-GB-23
J26SE2
C;Sw
Bulldog Cut
CPF20
18-6B-23
J26SE2
C;Sw
Bullhead Branch
CPF20
18-68-18-1
I26NW9
C;Sw
Bulltail Creek
CPF20
18-68-18-2
I26NW9
C;Sw
Bulltail Creek
CPF22
18-74-29-3-1
H26SW7
C;Sw
Burdens Creek
CPF05
16-41-1-17-1-(0.3)
D23NW9
C;NSW
Burdens Creek
CPF05
16-41-1-17-1-(0.7)
D23NW9
WS-IV;NSW
Burgaw Creek
CPF23
18-74-39
I27SW6
C;Sw
Burn Coat Creek (Maxwell Millpond)
CPF22
18-74-17
G27SE5
C;Sw
Burnt Mill Creek
CPF23
18-74-63-2
K27NW2
C;Sw
Burris Creek
CPF17
18-88-6-2-3
L27NW7
SA;14QW
Bush Creek
CPF05
16-41-4-(0.3)
D22SE5
WS-IV;NSW
Bush Creek
CPF05
16-41-4-(0.7)
D22SE5
WS-IV;NSW,CA
Bush Creek
CPF09
17-15
D20SW7
C
Bush Creek
CPF07
16-6
E22SE9
C
Page 4 of 28

TROLLEY PATH CONDOS 6/25/2004

Trolley Path Condos -- SW8 970616
Area of Two Preserved Trees
Rip Rap Around Section 1 of Pond
Building That Appears To Extend Over The Slope
Rip Rap Around Section 2 of Pond

OF W A ��9 Michael F. Easley, Governor
Q. William G. Ross Jr., Secretary
v North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 24, 2003
Trolly Path Condos
Live Oak Developement Co.
616 Princess Street
Wilmington, NC 28401
NOTICE OF INSPECTION AND NON-COMPLIANCE
Trolly Path Condos
Stormwater Project No. SW8 970616
New Hanover County
Dear permittee:
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on November 21, 2003 to determine
compliance with Stormwater Permit Number SW8 970616 issued on may 20, 1997.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before December 21, 2003, of the specific actions
that will be undertaken and the time frame required to correct the deficiencies. Failure to
provide the requested information, when required, may initiate enforcement action. If
you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Gary H. Beecher
Environmental Engineer
RSSlghb: S:IWQSISTORMWATIINSPECT1970616.Nov03
cc: Mr. Phil Norris, P.E.
Wilmington Regional Office
Beth Weatherwill ( New Hanover Co.)
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service AWA
ENr
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCD

STORMWATER COMPLIANCE INSPECTION REPORT
2
3.
Project Name: Trolly Path Condos
Project Number: 970616
Water Body: Burnt Mill Creek
Control Measure: detention
Classification: C-Swamp
Directions to site, address: Wrightsville Ave ( CSX Railroad and Spofford Circle )
Inspection Date: November 21, 2003
Weather Conditions: Dry and Sunny
Compliance Issues:
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All`the built -upon area associated with the project is graded such that'the
runoff drains to the system.
❑ ❑ For pond shnfiltration, the outlet/bypass structure relative elevations`are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ ❑ A trash rack is provided over the outlet weir and orifice.
❑ JK All slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
❑ ❑ All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
❑ ❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ X Required maintenance is being performed.
❑ ❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ ❑ For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) The lamp post in the second detention pond is very unstable, the slope has blown out
and severe erosion is occurring. This area must be stabilized with grass or rip/rap.
(b) Both Detention ponds are not being maintained as specified in the permit.
(c) The silt fence needs to be re-established and maintained in areas of on -going
construction to help minimize sediment transport off property.
(d) Slopes of both detention ponds need to be grassed to prevent further erosion from
taking place.
(e) Catch basins must also be cleaned periodically so they don't disrupt sediment flow.
Inspector: Gary H. Beecher
Quality/Wilmington Regional Office/[phone]
RSSlghb: S:IWQSISTORMWA-RINSPECT1970616.Nov03

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