SW7070616_COMPLIANCE_20100330

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
a 1IM05,�2
YYYYMMDD

w ►'
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 30, 2010
CERTIFIED MAIL #7009 2250 0000 9252 0797
Mr. Lindsey A. Crisp
129 Christian Service Camp Rd.
Washington NC, 27889
Subject: NOTICE OF VIOLATION
NOV-2010-PC-0305
Permit Condition Violations
Stormwater Permit No.SW7070616
Carver Machine Works
Beaufort County
Dear Mr. Crisp:
This letter is to notify you that you are in violation of Title 15A North Carolina
Administrative Code (hereby known as NCAC) 2H .1003 for failing to comply with terms,
conditions and limitations of a Stormwater Management Permit. 15A NCAC 2H .1003 is
a rule of the Environmental Management Commission implementing Part I of Article 21
of the North Carolina General Statutes.
On March 10, 2010 Jeffery A. Manning of the Washington Regional Office performed ar
Inspection to determine the status of compliance with Stormwater Permit Number
SW7070616 issued to you on August 02, 2007 for the subject project, at 129 Christian
Service Camp Road and lying within Beaufort County, North Carolina. As a result of the
site inspection and file review, the following violations are noted:
1. There is not a signed copy of the Engineer's Certification on file
North Carolina Division of Water Quality Internet: wiaw.ncwalerounlitv.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCarolina
a �lis is i rrn ��f i

Page 2 of 2
Requested Response
This Office requests that you respond to this letter in writing to the address listed on the
letterhead within 30 calendar days of receipt of this Notice and should address the
following items:
Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions.
a. Provide a copy of the Engineer's Certification on file (sample
enclosed).
Failure to provide the "Plan of Action" within 30 calendar days, or failure to correct the
violations by the date designated in the "Plan of Action", are considered violations of 15A
NCAC 2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
Thank you for your attention to this matter. This office requires that the violations, as
detailed above, be abated immediately. Please be advised, these violations and
any future violations are subject to a civil penalty assessment of up to $10,000.00
per day for each violation. Should you have any questions regarding these matters,
please contact Jeffery A. Manning at [phone].
Sincerely,
Al Hodge, i Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
Designer's Certification Form
cc: John Hennessy- NPS-ACOU
WaRO Files
Central Office Files

State Stormwater Inspection Report
General
Project Name: Carver Machine Works
Permit No: SW7070616
Expiration Date: 8/02/2017
Contact Person: Lindsey A. Crisp
Phone Number: 252-975-3101
Inspection Type: Compliance
Evaluation
Inspection Date: 03/I0/2010
Time In: 2:45pm
Time Out: 3:15pm
Current Weather: Clear
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location: 129 Christian Service Camp Rd.
City: Washington Zip: 27889 County: Beaufort Lat: 0 1"N Long: - 0 "W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High (HD) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
_Wet Ponds X Infiltration Basins _Infiltration Trenches LID Swales _Stormwater Wetlands
_Dry Ponds Bioretention _Permeable Pavement _Sand filters (circle one) Open Closed
Cistern Level Spreader/Filter Strip Other (spec):
cite ao.,io.., Yes No NIA NIE
I . Is the permit active?
X
2. Signed Engineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
cile \/icif• Q.do I Innn Arna I R I I A I Yes No NIA NIE
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA (aspermitted) is graded such that the runoff drains to the system? (high density only)
X
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs)
X
8. Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs)
X
Cif. Vicif• Sfnrmwafnr RMPc Yes No NIA NIE
9. Stormwater BMPs are located per the approvedplans?
IX
10. Stormwater BMPs have dimensions (eg. length, width, area) matching the approvedplans?
X
11. Stormwater BMPs are constructed per the approvedplans?
X
Ftifo Visit- Anorntinn and Malnfnnnnre Yes No NIA NIE
12. Access poin s to the site are clear and well maintained?
X
13. Trash has been removed as needed?
X
I
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
X
15. Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present onl
X
with other conditions of the
Site Visit: Other Water Quality Issues Yes No NIA NIE
I8. Is the site compliant with other water quality issues as noted during the inspection? X

State Stormwater Inspection Report
No maintenance or inspection records have been provided to the inspector and there is not a signed Engineers Certification on file with
the division.
Ins ection Pictures (some of the pictures taken during the site visit)
Compliance Status Compliant X Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: March 30, 2010 Reference Number: NOV-2010-PC-0305
Inspector Name and Signature: 47, h7i Date: 30MAR10

INFILTRATION BASIN O & M Inspection Report
Inlets and;Pretreatment
1. Drainage area is managed to reduce the sediment load to the basin: ® ❑ El ❑
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
®
❑
❑
❑
3.
Inlet device is free of erosion, damage or clogs:
®
❑
❑
❑
4.
Pretreatment area free of excessive sediment:
®
❑
❑
❑
5.
Pretreatment area is free of erosion:
®
❑
❑
❑
6.
Rip rap (if used) is in correctly placed:
®
❑
❑
❑
Peririieter:1 I
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
®
❑
❑
❑
8.
Vegetation around the basin is maintained at —6 inches height:
®
❑
❑
❑
9.
Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
®
❑
❑
❑
..,
Main Treatme,nt Areas,
10.
Main treatment area is free of weeds:
®
❑
❑
❑
11.
Vegetation in the basin is maintained at —6 inches height:
®
❑
❑
❑
12.
Main treatment area is free of excessive sediment:
®
❑
❑
❑
13.
Main treatment surface area is free of clogs:
®
❑
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
®
❑
❑
❑
Outlet Device
15.
Outlet device is free of erosion, clogs or damage:
®
❑
❑
❑
16.
Orifice size matches approved plans:
®
❑
❑
❑
17.
Relative elevations match approved plans:
®
❑
❑
❑
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
®
❑
❑
❑

MCDAVID ASS®CUTES9 INC.
IN C Engineers •Planners •Land Surveyors
CORPORATE OFFICE GOLDSBORO OFFICE
[phone]• Fax [phone] [phone]• Fax[phone]
E-mail: [e-mail] E-mail: [e-mail]
3714 N. Main Street • P.O. Dmwu 49 109 E. Walnut Strut • P.O. Box 1776
Fa Ville, NC 27828 Gol&bom,NC27533
March 24, 2010
Mr. Scott Vinson
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Permit SW7070616
Carver Machine Works
Beaufort County
Dear Mr. Vinson:
In reference to the subject project, please find enclosed one (1) copy of each of the following:
1. Designer's Certification
2. As Built Drawing
Please advise as I may provide any additional information for your review.
Sincerely,
McDavid Associates, Inc.
Richard B. Moore, P. E.
Farmville Office
RBM/cep
Enclosures
cc: Tom LaBarbera (w/encl.)

State Stormwater 14anagement Systems
i _irnit No. SW7070616
Certification Requirements:
X
1.
The drainage area to the system contains approximately the permitted acreage.
X
2.
i he drainage -area to -the system contains'no more than the permitted amount of
built -upon area.
K
3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
x
4.
All roof drains are located such that the runoff is directed into the system.
K
5.
The bypass structure weir elevation is per the approved plan.
x
6.
The bypass structure is located per the approved plans.
t✓112--7.
A Trash Rack is provided on the bypass structure.
X
J.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
10.
The inlets are located per the approved plans and do not cause short-circuiting of
the system. 4 an�,r tip, S�„1 , tt-A�xu r, t�,ipwG
X
11.
The permitted amounts of surface area and/or volume have been provided.
x
12.
All required design depths are provided.
x
13.
All required parts of the system are provided.
14.
The required system dimensions are provided per the approved plans.
cc:
NCDENR-DWQ
Washington Regional Office
Beaufort Building Inspections

:RETE
_RVIOUS AREA
WILLIAM H. BRADDY, JR.
D6 898 PG 36
3" x 1/2"" SERVICE
SADDLE AND 1/2"
CORPORATION STOP
--------------------
NOTE:
PUMP TANK NO. 2
SHALL BE SIMPLEX PUMP
2" x 3" ECCENTRIC INCREASER
1-3" PLUG, PVC
-4" NITRIFICATION
PIPING ON CONTOUR
N• T• S..
APR 2 0 200
NOTE:
SITE INCLUDES A POND. NO OTHER WETLAND
RESOURCEIS ARE LOCATED ON THE SITE
CONSTRUCTION NOTES:. -'
1. CONTRACTOR SHALL TIE-IN GUTTERS FROM EXISTING. AND
PROPOSED BUILDINGS INTO STORM SEWER SYSTEM
2. CONTRACTOR SHALL TIE-IN DRAIN LINE FROM WATER
JET MACHINE IN EXISTING MAIN OFFICE/FABRICATION
BUILDING INTO STORM SEWER SYSTEM
3. PROPOSED 12"PVC STORM SEWER SHALL BE 14-20 TRAFFIC
LOADING POLYETHYLENE DOUBLE. WALL CORRUGATED PIPE
WITH 6" THICK STONE BASE
SNu,,,
pR�TF��i
SEAL
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CERTIFIED
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MAILT,.;
No, Insurance
RECEIPT
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Coverage
Provided) '
For tlelivery
information
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Resirlctetl Delivery Fee _
(Entlorsement Required)Ln
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Total Postage & Fees .P.ru
D
LINDSEY CRISP
SoMR.
Fon'
129 CHRISTIAN SERVICE CAMP
WASHINGTON NC 27889
RD

USPS - Track & Confirm
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Label/Receipt Number: 7009 2250 0000 9252 0797
Class: First -Class Mall® Track & Confirm
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Status: Delivered -----------I
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Your item was delivered at 10:47 AM on April 7, 2010 in WASHINGTON,
NC 27889.
Detailed Results:
• Delivered, April 07, 2010, 10:47 am, WASHINGTON, NC 27889
• Acceptance, April 06, 2010, 4:34 pm, WASHINGTON, NC 27889
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http://trkcnfrmI.smi.usps.com/PTSIntemetWeb/InterLabetInquiry.do 4/28/2010

Total Suspended, Volatile and Fixed Solids
SOP # WAA004R01 Standard Methods 18th ed 2540 D and Standard Methods 14th ed 208 E
Lab # to
Page of
QCS
Balance
Lead Chemist
Check:
initial:
Micro ID
Information
Set up
Read back
TRUE VALUE m /L
Sartorius
Date
Date
FOUND m /Lj
Analytical
Balance
date:
Analyst
Analyst
RANGE mg/ L
Checked by: date:
Checked b : date:
#20401645
definitions:
A, weight of dried residue + fitter (mg)
Az= re-dried(check)of weight of A, (mg)
Duplicate Information
Abbreviation KEY
A=Averaged Value S= Total Suspended
C=Total Volatile& Fixed T=Total Residue
CDC =Chain of Custody
Sample:
Sample:
Duplicate:
Duplicate:
%RPD;
%RPD
Ir = initial weight of filter(mg) -
Drying Time Information
12=re-ignited(check) of weight of 1,
1 st drying time
2nd drying time
1st icinition time
2nd i nition time
Temp oC
Tem . °C
Tem . °C
Temp. °C
81=weight after ignition(mg) ITime
in
Time In
Time in
Time in
Bz=re-ignited(check) of weight of 81
Time out
Time out
Time out
Time out
NOTE: Use � for calculation if within 4% or 0.0005
g of _,
Lab #
K
E
y
FilterSample
#
Vol (ml)
Filter
weight (mg)
(Ir)
Filter
weight(mg)
tIr)
Filter+
Residue
weight (mg)
(At)
Filter+
Residue
weight (mg)
(AD
Ignited
weight (mg)
(Bt)
ignited
weight (mg)
(Bz)
comments

AGA�r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 30, 2010
CERTIFIED MAIL #7009 2250 0000 9252 0797
Mr. Lindsey A. Crisp
129 Christian Service Camp Rd.
Washington NC, 27889
Subject: NOTICE OF VIOLATION
NOV-2010-PC-0305
Permit Condition Violations
Stormwater Permit No.SW7070616
Carver Machine Works
Beaufort County
Dear Mr. Crisp:
This letter is to notify you that you are in violation of Title 15A North Carolina
Administrative Code (hereby known as NCAC) 2H .1003 for failing to comply with terms,
conditions and limitations of a Stormwater Management Permit. 15A NCAC 2H .1003 is
a rule of the Environmental Management Commission implementing Part I of Article 21
of the North Carolina General Statutes.
On March 10, 2010 Jeffery A. Manning of the Washington Regional Office performed an
Inspection to determine the status of compliance with Stormwater Permit Number
SW7070616 issued to you on August 02, 2007 for the subject project, at 129 Christian
Service Camp Road and lying within Beaufort County, North Carolina. As a result of the
site inspection and file review, the following violations are noted:
1. There is not a signed copy of the Engineer's Certification on file
North Carolina Division or Water Quality Internet Nrww- ncwutcrnualirv,or
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone] NorthCa.rohna.
An Equal OpporlunitylAffirmative Action Employer -50%Recycled110% Post Consumer Paper Naturally

Page 2 of 2
4�
Requested Response
This Office requests that you respond to this letter in writing to the address listed on the
letterhead within 30 calendar days of receipt of this Notice and should address the
following items:
1. Provide a written "Plan of Action" which outlines the actions you will take to
correct the violation(s) and a time frame for completion of those actions.
a. Provide a copy of the Engineer's Certification on file (sample
enclosed).
Failure to provide the "Plan of Action" within 30 calendar days, or failure to correct the
violations by the date designated in the "Plan of Action", are considered violations of 15A
NCAC 2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
Thank you for your attention to this matter. This office requires that the violations, as
detailed above, be abated immediately. Please be advised, these violations and
any future violations are subject to a civil penalty assessment of up to $10,000.00
per day for each violation. Should you have any questions regarding these matters,
please contact Jeffery A. Manning at [phone].
Sincerely,
�vL 1 I i �--_
AI Hodge, al Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures: Inspection Report
Designer's Certification Form
cc: John Hennessy- NPS-ACOU
WaRO Files
Central Office Files

,� General
State Stormwater Inspection Report
Project Name: Carver Machine Works
Permit No: SW7070616
Expiration Date: 8/02/2017
Contact Person: Lindsey A. Crisp
Phone Number: 252-975-3101-
Inspection Type: Compliance
Evaluation
Inspection Date: 03/10/2010
Time In: 2:45pm
Time Out: 3:15pm
Current Weather: Clear
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location: 129 Christian Service Camp Rd.
City: Washington Zip: 27889 County: Beaufort Lac 0 1"N Long: - "W
Permit Information
Rule Subject to (circle one). 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one): High HD Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each).
_Wet Ponds X Infiltration Basins _Infiltration Trenches LD Swales Stormwater Wetlands
_Dry Ponds Bioretention _Permeable Pavement _Sand filters (circle one) Open Closed
_Cistern Level Spreader/Filter Strip Other (specify):
File Review Yes No N/A N/E
I. Is the permit active?
X
2. Signed Engineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
Site Visit: Built Uoon Area tBUAI Yes No N/A N/E
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA (as ermitted) is graded such that the runoff drains to the system? (high density only)
X
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs)
X
8. Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs)
X
Site Visit: Stormwater BMPs Yes No N/A N/E
9. Stormwater BMPs are located per the approvedplans?
X
10. Stormwater BMPs have dimensions (e g. length, width, area) matching the approvedplans?
X
11. Stormwater BMPs are constructed per the approvedplans?
X
Site Visit: Operation and Maintenance Yes No N/A N/E
12. Access points to the site are clear and well maintained?
X
13. Trash has been removed as needed?
X
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
X
15. Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
X
Yes No N/A N/E
Site Visit: Other Water Quality Issues Yes No N/A N/E
18. Is the site compliant with other water quality issues as noted during the inspection? X
State Stormwater Inspection Report, Version 3.0_3-09 .. Page I of 2

State Stormwater Inspection Report
No maintenance or inspection records have been provided to the inspector and there is not a signed Engineers Certification on file with
the division.
Compliance Status Compliant X Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: March 30, 2010 Reference Number: NOV-2010-PC-0305
Inspector Name and Signature: l/r ///6i. //7/ Date: 30MAR10
State Stormwater Inspection Report, Version 3.0_3-09 Page 2 of 2

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INFILTRATION BASIN O & M Inspection Report
1. Drainage area is managed to reduce the sediment load to the basin:
Z
U
U
U
2. Bypass structure / Vegetated filter is free of erosion and obstructions:
®
❑
❑
❑
3. Inlet device is free of erosion, damage or clogs:
®
❑
❑
❑
4. Pretreatment area free of excessive sediment:
®
❑
❑
❑
5.
Pretreatment area is free of erosion:
® ❑
❑
❑
6.
Rip rap (if used) is in correctly placed:
® ❑
❑
❑
xa v-. i •� [ � [ i j' "M: rb a r � Wh � cs � �>`,Y Yi , w x �e � ,klq y ru-ri �.�+' r'�' f : b � # T. c'rY yr�r ,yW'r�rr
7.
Perimeter of the infiltration basin is free of bare soil or erosion:
® ❑
❑
❑.
8. Vegetation around the basin is maintained at —6 inches height: ® ❑ ❑ ❑
9. Slopes and bottom are free of erosion and woody vegetation (trees or shrubs): ® ❑ ❑ ❑
10.
Main treatment area is free of weeds:
®
❑
❑
❑
11.
Vegetation in the basin is maintained at -6 inches height:
®
❑
❑
❑
12.
Main treatment area is free of excessive sediment:
®
❑
❑
❑
13.
Main treatment surface area is free of clogs:
®
❑
❑
❑
14.
Basin is drained and it has been more than 5 days since last rain:
®
❑
❑
❑
S,Outlet,
�r[:u, �. nti vp a_'}�P.vf_�.}�S•"-�
...,.
vC..�"v-..'.j7,v,_4
.+, ,
,..
15.
Outlet device is free of erosion, clogs or damage:
®
❑
❑
❑
16.
Orifice size matches approved plans:
®
❑
❑
❑
17.
Relative elevations match approved plans:
®
❑
❑
❑
18.
Outlet device draining properly — (free of standing water, cattails, etc.):
®
❑
❑
,
❑
V3.3_09