SW8040720_HISTORICAL FILE_20040824

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW SYU `t0I2�%
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
't/
YYYYMMDD

PERMIT NO. .
F.DOCTYPE
.:.
DATE OF
RESCISSION

IV
State Stormwater Management Systems
Permit No. SW8 040720
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Kenneth E. Eason & Legend Builders, Inc.
Racine Office Park
211 Racine Drive, New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H .1000 {hereafter referred to as the
"stormwater rulesl and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 24, 2014, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 91,135 square feet of
impervious area. This system must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

r
State Stormwater Management Systems
Permit No. SW8 040720
6. The following design criteria have been provided in the Cultec Infiltration trench
chamber. system and must be maintained at design condition:
a. Drainage Area, acres: 2.45
Onsite, ft2: 106,722
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. Infiltration Chamber System.
f. Bottom Elevation, FMSL:
i'
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
j. Expected Infiltration Rate., in/hr:
k. Seasonal High Water Table, FMSL
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE"OF COMPLIANCE
91,135
1'1
791 x 14 x .95
422 Cultec 100 Chambers
3' W x 7.5' L, 1.86 ft/linear foot
39.5
40.45
7,678 (includes 91.2 ft3 in 16
catch basins.)
Sand
4
37.5
2
Spring Branch / Cape Fear
CPF17 18-74-63-1
"C Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions' at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. A clear access path to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040720
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
,
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below: .
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
r � .
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040720
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including"those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business!hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes`within 30 days.
Permit issued this the 24th day of August, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
w - Alan W. Klimek, P.., erector
✓� Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

NORRIS, KUSKE & TUNSTALL J. Phillip Norris, P.E. John A. Kuske, Ill, P.E.'
John S. Tunstall, P.E. J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax {910) 343-9604
www.andrewandkuske.com . [e-mail] fp, CJVED
LETTER OF TRANSMITTAL Allr, 2 3 2004
To:
Linda Lewis
[Date-, August 20, 2004
.lob No. 04100�
NC DENR
subject: Racine Office Complex
211 Racine Dr
WE ARE SENDING YOU VIA
ElATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
:FAX -TRANSMITTAL: -NUMBER_,. AGES
,INCLUDING THIS TRANSMITTAL !7
t
-Call 91,0=343-9653 if you , have r any '.,difficulty
receiving this: message.
COPIES
DATE
NO.
DESCRIPTION
3
8-20-04
Revised Underground Infiltration Trench Supplement
page 1 and 2
8-20-04
Revised specifications
8-19-04
Legend Builders, Inc. re- documentation of Kenny Eason., - Vice President,'_
of Legend Builders, Inc.
❑
❑
AS REQUESTED
FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
As requested please find revised permit, calculations and documentation of Kenny Eason as Vice
President of Legend Builders, Inc. for your review and final approval.
Thanks.
CC: SIGNED John S. Tunstall, P.E., limc
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. if you have received this document in error please immediately notify the sender and
return to the address above-

Legend Builders Inc. 910 G76 276S 08119J04 06:27P P.001
LEGEND BUILDER'S INC.
400 CARL ST., SUITE 202
WILMINGTON, NC 28403
[phone]
{9101790-9033 FAX
FACSTM1L.E TRANSMITTAL SHEET
TO: rROW
John s. Tunstall, P.F. Trennev Eason
CO IPANY: ....,,.. -- — HATE � -
9-19-W
FAX NUf'IBER - TOTAL N0 .OF PAGES INCLUDING COVER
910-343-9604 3
HE- YOUR REFERCNCE NUMBER:
211 Racine Drive
NOTE.4/COMMF,N1'S;
Documentation showing that Kenny Eason is Vice President of Legend Builders, Inc,, per Don
Harley's requesL
Signed: Trennev Eason, Prrs.
Cc: Don Harley —1 �-/' ? l / /
RECEIVED
AUG 2 3 2004
DWQ
PEW #
41W CARL STREET, .ril ITE, -.02, W1LNUNGTON, NC 28403
(9I0)790-9031 FAX[phone]

Legend Builders Inc. 910 67S 276S 08/19/04 06:27P P.002
WAIVER OF NOTICE OF ORGANIZATION MEEETING
OF
BOARD OF DIRECTORS
OF
Legend Builders, Inc.
We, the undersigned, being all of the Directors of the Directors of the Corporation, herby agree
and consent that the organi7ation meeting of the Board of Directors of the Corporation be held ou the date
and time, and at the place designated hereunder, and do hereby waive All notice whatsoever of such meeting
and of any adjournment or adjournments thereof.
We do further agree and consent that any and all lawful business may be transacted at such
meeting, or at any adjournment or adjournments thereoty as may be deemed advisable by the Directors
present thereat. Any business transacted at such meeting or at any adjournment or adjournments thereof
Shall be as valid and legal and of the same force and effect as if such meeting or adjourned meeting were
held after notice.
Place of Meeting: 5814 Dekker Road. Castle Mayne, NC
Date of Meeting: January 3. 2000
Time of Meeting: 8:00 p.m
Purpose of Meeting: Organizational meeting
Dated: v
Di tor'
Director

Legend Builders Inc. 910 675 276S oa/19/04 06:27P P.003
MINUTES OF ANNUAL MEETING
Of'
BOARD OF DIRECTORS
OF
The annual Meeting of Shareholders and directors of the above -captioned Corporation was held on
the date and at the time and place set forth in the written Waiver of Notice signed by the Shareholders and
directors, fixing such time and place, and prefixed to the minutes of this meeting.
Thcre were present the following.
Trenne 1,cp F„ jcs !n and Kenneth Earl F,ason. Sr.
being al l of the Nrectors of the Corporation.
The mceting was called to order by Trenney Lea Eason
It was moved, seconded and unanimously carried that Trenney Lea Eason
act as Chairman and Kenneth Earl Cason, Sr.
act as Secretary.
The Chairman noted that it was in order to consider electing offices for the ensuing year. Upon
nominations duly made and seconded, the following were unanimously elected as ofiiccrt, of the
Corporation, to serve far the ensuing year and until

Legend Builders Inc. 910 675 276E 08/19/04 06:27P P.004
v
Their successors are elected and qualify:
President:
Vice -President -
Secretary:
Treasurer:
Trenney Lea Eason
Kenneth Earl Eason, Sr.
Kenneth Earl Eason, Sr.
Trenney Lea Eason
There being no further business to come: bel'ore the meeting, upon motion duly
made, seconded and unanimously carried, it wa_c adjourned.
President
Attest:

Racine Office Complex SW8 040720
Subject: Racine Office Complex SW8 040720
From: Linda Lewis <[e-mail]>
Date: Tue, 17 Aug.2004 16:43:28 -0400
To: John Tunstall <[e-mail]>
worm "S
Let's simplify this volume calculation. Forget about the thickness of the chamber.
It apears that the thickness of the polyethylene is minute compared to the overall
volume. The thickness of a round pipe wall is ignored in other applications, so a
Cultec chamber should not make any difference.
You cannot count the trench volume above the weir overflow elevation as part of the
volume provided. The overflow weir elevation in the Special Infiltration Drop Inlet
is set at 40.45, therefore the total volume of the trench is 14' W x (40.45-39.5) x
791 = 10,520 cubic feet, not 22,609.4. The volume of 422 Cultec units that are
7.5' long at 1.86 cubic feet per linear foot is 5887 cf. Subtracting 5887 from
10,520 leaves 4633 cubic feet of stone, or 1,853 cubic feet in the voids (@40%)-
The total volume provided is 5887 plus 1853 = 7,740 cubic feet, not 12,517. The
7,740 is more than enough to satisfy the minimum volume requirement.
Please revise the calculations again to reflect the correct trench depth and volume
provided.
Thanks, Linda
4
1 of 1 8/17/2004 4:46 PM

07/26/2@04 MON 15:51 FAX [phone] Norris, Kuske, Tunstall
R 001/004
Andrew & Kuske
CONSULTING ENGINEERS, INC. John R. Andrew, P.E.
9U7. Market Strect Wllmf-Oton, NC 28401.4733 John S. Turvrall, P.E.
John A. Kuske. III, P.E.
910/343-9553 91013�I39G4d r-ac
www_andrewondkuske.com James T. Pyrtle, P.E.
J. Phillip Norris. P.E.
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C_ Lawrence Sneeden. Jr,, P.E.
July 26, 2004
Ms. Linda Lewis '
NC DENR Division of Water Quality r,
127,Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Review
Racine Office Park — 211 Racine Drive
Wilmington, NC
A&K Project No. 04100
Dear Ms. Lewis:
In response to your fax of July 26, 2004 please find ' the following
requested information-
1 . Please find attached the requested volume calculations that shows
the 8,022 SF volume is conservative::
2. Mr, Eason's title is Vice President.
3. Your calculation is correct. Thank you for correcting this
typographical error_
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
E
Jo n S_ Tunstall, P. E.
JST/jmc
04100 07-26-04-s-5w express-ltr-reply

07/26/2a04 110C 15, 52 FAX [phone] Norris, Kuske, Tunsiall
Z 002/004
Date
Design
NORRIS, KuSKE -& YUNSTALL
717
902MarketSt. CONSULTING ENGINEERS, INC. Wdmington.N.C.28401
Check
,lob
For p„
lob No.
*/ S 7 S1i(, J. r-
i/r / 3, x 49xi
Vr — r��-3Z�r 3

Q7/26/20104 MON 15:52 FAX [phone] Norris, Auske, Tunstall
9003/004
Stormwater Design for Cultee Chambers
DESIGN NOTES
Code
Field
CmCaceOr
Coumcour
[Coctor
Contactor
Rec arM
Rechzrger
Rathatger
Drain
FL2A
75
i.�171
I25
ISO
3W
<00
rand,
Camber
1.6 fe
0.93 fe
1.6 fe
�ft' 2.2'
22 ft 3.33
W
7.4 fe
7.7 fe.
capacityper
i�
LF'(withuut
stone)
Duf
Daiga trait
2.88 ft
1_5 fie
2.5 IV
3.4 W
3-5 fe
4.65 fe
10.4 ft
10.8 fe
ctptcity (tacit
void section) ,
per LF
Du
Design unit
23.04 W
12.00 fe
15.63 iV
22.10 fe
21.88 W
29.44 fe
65 &'=a
66.64 i:e::
capacity per
dmmbcr (Du)
CFstont
32 t?
1.6 fe
2.2 R' 1
2.42 ft ;'
2.5 ft
3.3 W
7.5 fe
7 76 f['
Regttimt der
LF
See
CFstone
25.60 8
12.8 fe 13.75
fe
15.73 fe
15.63 fe
20.99 fe
46.88 fe
47-98 W
rcquucd
per
chatrb-►
Totnt sre. per
4 fF
1.59 fe
2.5 ft
3;0'fl
2.5 fe
.0 R=
4.94 fF
4.84 fT2
LF
At
Arta Trgntred
32.0 fl 12.64
ft'
15.63 fig
19.5 fts
15.63 flIS."
fe
30.19 ft
29.81 fe
per
ebart.bet using
d�a ani►
M
DcPft of
1,21'
1 SS
IS
1.5'
2.0'
221'
3.05'
3.20'
instalhoon
'
toMj
of cbu.t+-r
Arej of furor
Fe
32,00 fe
24,00 fe
21.88 if
26.00 ft2
25.00 fe
31.65 ftz
46.88 fe
46.28 ftZ
fabric
required
to ce .-tr
char runs
Lai
Lhamberfay-
8.0'
8.0'
6.25'
6.50'
6.25'
6.33'
6.25'
6,17'
up length
La
Length
me
.34'
.75'
1.0'
1.0'
l .0'
l _ 1 T
1.3'
adjustment
Daw
Design unit
4.0'
1.58,
2.5'
3.9
2.5'
3.0'
4.84'
4.84'
widt'i
B_rsed on four channel panel. Drvrde byfour to calculate per channel numbers.
Rech-7rger 330 & J00 have a 6" stone separarion between rows/58" on cutter.
St98-01.wpd
1998 Cultoc, Inc_ Engincoring Manual

V/26/2004 MON 15:52 FAX [phone] Norris, Kuske, Tunstall
Z 004/004
These are the basic sizing calculations for Stormwater Design using Cultec Chambers:
Required storage volume (Vs) = CF (Vs)
Design unit capacity of selected chamber (Du) from table = CF (Du)
Number of chambers (C) needed: (Vs) =- (Du) = chambers (C)
Area of clamber using design unit (Ac) from table' ' SF (Ac)
Required bed size (A): (C) x (Ac) = SF (A)
Does not include ]'stow border and lr,�-up length adjcrssnents_
Quantity of stone per chamber (Sc) from table = , CF (Sc)
Does not include stone border or cover requiremenu.
Quantity of atone (Vst) needed: (C) x (Sc) = CF (Vst)
Does not include stone border or cover requtrementa_
Depth of installation to top of chamber only (Dc) from table =
Dorn not include boWdl requiremenm See TE98-04 W,PD of Technwal Section
Volume of excavation (Eat) : (A) x (Dc) =
Does riot include bacl fdl requirements. See TE'98-04 WPD ofTechntcal Section
Area of filter (Fb) fabric required to cover bed: (A) + 15% for waste =
Area of filter fabric. per chamber (Fe) from table above =
Area of filter fabric (Fte) required to cover chambers:
(recommended not required) (C) x (Fe) + 15% for waste =
Lay-up length (La) from table above =
Storage volume (Sv) provided: (C) x (Dal) x (Lul) =
Length adjustment from table above (L8) =
Actual storage volume (Sva): Number of rows x (Dul) a (La)
Bed length (Lb): Number of Chambers per Row x (Lul) + (La)
Design unit width (Duw) from table above =
FF (Dc)
CF (]Ex)
SF (Fb)
SF (Fc)
SF (Ftc)
ft (La)
CF (Sv)
ft (La)
CF (Sva)
ft (Lb)
ft (Duw)
Bed width (W6): Number of Chambers Wide x (Duw) ft (Wb)
SE98-0 l .wpd
1998 Cultec, Inc. Engineering Manual

-FILE-MODE
632 MEMORY TX
COMMUNICATION RESULT REPORT ( JUL.26.2004 1:30PM )
TT CD
OPTION ADDRESS (GROUP)l ESULT
9-3439604
k �
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
t)A
NCDENR,North. Carolina Department of Environmet and Natural Resources
`' Division of Water Quality
P. 1
WIRO
PAGE - -----
P. 1/1
Michael F. Easley, Govemor William G. Ross, Jr., Secretary
FAX COVER SHEET
Alan W, I(limek, P.E., Director
Date: July 26, 2004 No. of Pages: 1 Aqu
To: John Tunstall, P.E. From: Linda Lewis
Company: Norris, Kuske & Tunstall Water Quality Section - Stormwater
FAX 9: 343.9604 FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040720
Project Name: Racine Office Park
- MESSAGE: t
Joh n:
The Division received a Stormwater Express Permit Application for the subject project on
July 23, 2004, with a scheduled review date of July 26, 2004. The application is incomplete.
Please provide the following information to complete the review:
1. Please provide sufficient calculations to support your conclusion that 8,022 cubic feet of
volume has been provided. I am unable to fiqure*out [low you reached this conclusion_ it

NCDENR
North. Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Govembr
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
FAX COVER SHEET
Date: July 26, 2004
To: John Tunstall, P.E.
Company: Norris, Kuske & Tunstall
FAX #: [phone]
No. of Pages:
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 040720
Project Name: Racine Office Park
MESSAGE:
John:
The Division received a Stormwater Express Permit Application for the subject project on
July 23, 2004, with a scheduled review date of July 26, 2004. The application is incomplete.
Please provide the following information to complete the review:
1. Please provide sufficient calculations to support your conclusion that 8,022 cubic feet of
volume has been provided. I am unable to figure out how you reached this conclusion. It
appears that the total volume that each Cultec unit takes up in the trench is 2.97 cubic feet
per linear foot. If each unit is 7.5' long, and there are 315 units, then the volume taken up
by the units inside the trench is 7,024.5 cubic feet. The trench itself has a total volume
12,355 cubic feet. Subtracting 7024 from 12355 is 5331, multiply by .4 (void ratio), the void
volume is 2132 cubic feet. Each unit will store 1.86 cubic feet per linear foot, so if each unit
is 7.5' long, each unit provides 13.95 cubic feet of storage volume. The total volume
becomes 13.95 times 315 plus 2132 or, 6,525 cubic feet. Please adjust these numbers as
needed.
2. What is Mr. Eason's title within the corporation?
sr
3. FYI- The BUA.',total is 91,135, not 91,83511 have corrected this on the application.
RSSlarl: S:1WQSlSTORMWATIADDINF0120041040720.ju104
Wilmington Regional Office One 1 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarollna
Phone: [phone] FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmalive Action Employer — 50% Recycled/10% Post Consumer Paper ;Vatzmally

Racine Office Park SW8 040720
Subject: Racine Office Park SW8 040720
From: Linda Lewis <[e-mail]>
Date: Wed, 28 Jul 2004 18:31:38 -0400
To: -John Tunstall <[e-mail]>
John:
t
My biggest problem in verifying the calculations is that the Cultec system
calculation sheets you originally submitted indicate that the space taken up by the
chamber itself in the trench is 2.97 cf / lf, leaving only 2,132 cf in the stone
voids.
Additionally there is conflicting information regarding the storage capacity. The
original Cultec calculation sheets you provided indicate that the volume of the
Contactor 100 is 1.86 cf / lf, while the most recent information you sent over has
another sheet (Design Notes) that shows it as 2.2 cf / lf. Which is the correct
volume?
Your use of the Rational formula for volume combined with the BUA error (91,135
actual vs.91,835 used) is also causing the minimum volume to be more than
necessary. If you used Schuler's method, and the correct BUA and the 2.97 cf / if
volume, then the total volume to be stored is about what the chambers provide, 7330
cubic feet.
Linda
1 of 1 7/28/2004 6:31 PM

1
Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wilmington, NC 28401-4733
910/343-9553 910/343-9604 Fax
www.andrewandkuske.com
July 8, 2004
John R. Andrew, P.E.
John S. Tunstall, P.E.
John A. Kuske, III, RE,
James T. Pyrtle, P.E.
Mr. Cameron Weaver, Express Review Coordinator
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Submittal
Racine Office Park — 211 Racine Drive
Wilmington, NC
A&K Project No. 04100
J. Phlllip Norris, RE. -
Neal W. Andrew, P.E.
J.A. Kuske, P.E. of Counsel
C. Lawrence Sneeden, Jr., P.E.
RECEIVED
JUL 2 3 004
BY:
Dear Mr. Weaver:
M
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-107 Underground Infiltration Trench
Supplement form, one (1) copy of the stormwater narrative and a $4,000.00
check for the express permit review fee.
Please review this information
questions or comments- you may have
project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
dSTunstall,
-
Jo n P. E.
JST/jmc
04100 07-08-04-s-sw express-Itr
Enclosures
for approval and contact us with any
Thank you for your assistance on this
�i,'II

NORRIS, KUSKE & TUNSTALL J. Phillip Norris, P.E. John A. Kuske, III, RE.
John S. Tunstail, P.E. J.A. Kuske, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. C. Lawrence Sneeden, Jr., P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] • Fax [phone]
www.andrewandkuske.com • [e-mail] 04vj--7Z0
LETTER OF TRANSMITTAL
To: Linda Lewis
Date: August 16, 2004
Job No. 04100
NC DENR
Subject: Racine Office Complex
211 Racine Dr
WE ARE SENDING YOU VIA
❑ ATTACHED ElUNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL:_ NUMBER _- OF .PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
`receiving this message.
COPIES
DATE
NO.
DESCRIPTION
2
8-12-04
C1 Grading, Drainage & Eroision Control Plan
2
8-12-04
C2 Layout Plan
2
8-12-04
C3 Utility Plan
2
8-12-04
C4 Notes and Details
2
8-12-04
C5 Notes and Details
1
Revised calculations and Cultec info
1
Revised permit pages 1 & 2
Underground Infiltration Trench Supplement
❑ AS REQUESTED
❑ FOR YOUR USE
❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
RECEIVED
AUG 16 2004
B Y:�
cc. Phil Bevilacqua / COW 1 set SIGNED John S. Tunstall, P.E., /jmc
Misty Watkins / COW Final TRC Submittal 1 set
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

08/13/2004 13:28
TM
12037752670 CULTEC INC PAGE 01
CULTEC, Inc.
P.O. Box 280 878 Federal Road Brookfield CT 06804
1-800-4-CULTEC - 203-776-4416 - Fax [phone] - www.cultec.com
To: John Tunstall / Andrew and Kuske Engineering
August 13, 2004
Subject: Volume'of HMWHDPE material in Cultec Contactor 100 HD Chamber.
Dear John,
Cultec Contactorl00 HD chambers are manufactured by vacuum
thermoforming process,and produced with High Molecular Weight High Density
Polyethylene having a starting gauge of 0.325 inches.
The C-100 is 3-feet wide.
In calculating material volume:
(0.325 inches / 12 inches/foot) X 3 feet wide X 1 foot long = 0.08 cubic
feet of material per linear foot of'Contactor 100 HD chamber.
John, if you.have any questions, give me a call.
Bob DiTullio / Cultec Inc.
Manufacturer & Distributor of
RECHARGER`' NTACTDR® STOR MFILTER
For the Management of On -site Wastewater and stormwater

Racine Office Park SW8 040720
Subject: Racine Office Park SW8 040720
From: Linda Lewis <[e-mail]>
Date: Wed, 04 Aug 2004 09:53:56 -0400
To: John Tunstall <jstun stall @nkteng.com>
John:
we need to come to an understanding about the provided volume in this Cultec
System. Based on the area of a parabola, (base x 2/3 height) I have calculated
that the volume of the entire chamber (outer edges) is roughly 15 cubic feet,
allowing for the -area between the ribs.
This means that the stone void volume in the trench is 3052 cubic feet. At 1.86
cubic feet per linear foot, 315 Contactor 100 HD-20 Cultec units will provide 4,394
cubic feet of volume. Total volume provided in the system (ignoring catch basin
volume and piping) is 7,446 cubic feet.
Can you agree with this calculation? If you want to add the 61, of stone and the
catch basin piping, please advise and submit revised calculations.
Linda
I
9
1 of 1 8/4/2004 9:55 AM

Re: Racine Office Park SW8 040720
Subject: Re: Racine Office Park SW8 040720
From: "John Tunstall / Norris, Kuske & Tunstall Engineers" <[e-mail]>
Date: Thu, 29 Jul 2004 12:40:11 -0400
To: Linda Lewis <[e-mail]>
We are working on confirmation of info and will reply on Monday, August 2, 2004.
Thank you.
John Tunstall
At 06:31 PM 7/28/04 -0400, you wrote:
John:
My biggest problem in verifying the calculations is that the Cultec system
calculation sheets you originally submitted indicate that the space taken up by
the chamber itself in the trench is 2.97 cf / lf,
leaving only 2,132 cf in the stone voids.
Additionally there is conflicting information regarding the storage capacity. The
original Cultec calculation sheets you provided indicate that the volume of the
Contactor 100 is 1.86 cf / lf, while the most recent information you sent over
has another sheet (Design Notes) that shows it as 2.2 cf / lf. Which is the
correct volume?
Your use of the Rational formula for volume combined with the BUA error (91,135
actual vs.91,835 used) is also causing the minimum volume to be more than
necessary. if you used Schuler's method, and the correct BUA and the 2.97 cf / if
volume, then the total volume to be stored is about what the chambers provide,
7330 cubic feet.
Linda
1 of 1 7/29/2004 3:40 PM

Andrew & Kuske
CONSULTING ENGINEERS, INC.
902 Market Street Wtlmington, NC 28401 4733
910/343-9653 910/343-9604 Fax
www.ondrewandkuske.com
August 3, 2004
Ms. Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Reply
Racine Office Park — 211 Racine Drive
Wilmington, NC
A&K Project No. 04100
Dear Ms. Lewis:
,Sohn R. Andrew, P.E.
J. Phillip Norris, P.E.
John S. Tunstoll, P.E.
Neal W. Andrew, RE,
John A. Kuske, Ill, P.E.
J.A. Kuske, P.E. of Counsel
James T. Pyrtle, P.E.
C. Lawrence Sneeden, Jr., P.E.
REC -'�TD
AU G 0 3 2004
BY:
In reference to your e-mail of 7/28/04, please find the following responses to
your comments.
1. 1 have met with the Cultec Representative and the referenced
material I had for the system was incorrect and outdated. Please
find the revised hand calculations that reflect the actual volume of
the chambers and trench. The 2.97 cf/ft listed in the Cultec
spreadsheet is the average volume for single unit with stone. Also
please see revised calculations for correct volume.
2. Please find the corrected page 2 of 4 of Application & SWU 107
and 2 sets of revised plans.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
John S. Tunstall, P. E.
JST/jmc
04100 08-03-04-s-sw express-Itr-reply

Entity Names
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Domestic
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Perpetual
Rains, Bruce a., Cpa
1442 Military Cutoff Road
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Wilmington NC 28403
No Address
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SOS 1 D: 0366832
Date Filed: 3/8/2004 3:18:00 PM
Elaine F. Marshall
56•479 r9mBusiness Corporation Use this form only North Carolina Secretary of State
919 o North Carolina Annual Report Contact the North 2004 068 02009
• an Annual Report
Liability Partnershi
Name of Corporation: LEGEND BUILDERS INC.
State of Incorporation: NORTH CAROLINA Fiscal Year Ending: 12/31/03
MortlNDayffear
Secretary of State Corporation ID Number: 53076 Federal Employer ID Number: 56-1937707
If this is tare Initial annual report filing, you must complete the entire fonm If your business corporation's infmrnation has not
changed since the previous repmt, Check the box and complete Line 7 only .............. .........................................
1 Registered agent and registered office street address: (Must be a North Carolina Address)
Name: BRUCE A RAINS MBA, CPA
Street Address: 1442 MILITARY CUTOFF ROAD SUITE 24
City, State, Zip Code: WILMINGTON NC 28403 County: NEW HANOVER
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Mailing Address:
City, State, Zip Code:
3 if registered agent changed, signature of new agent:
4 Enter principal office address and telephone number here:
Street Address: 5814 DEKKER ROAD
City, State, Zip Code: CASTLE HAYNE
5 Briefly describe the nature of business: CONSTRUCTION
6 Enter name, title, and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
0
(signature constitutes consent to the
NC 28429 Telephone: [phone]
Name: TRENNEY L. EASON Title: PRESIDENT
Address: 5814 DEKKER ROAD
City: CASTLE HAYNE State: NC ZIP: 28429
Name: Title:
Address:
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
IF IN anuual ►vpun %r a% ua F'%RnpwwW ary an g6%W1 ffzUL"l'a).
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Signature ( must be signed by an officer of corporation) Dale
TRENNEY L. EASON PRESIDENT
Type or Print Frame Tit*
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a y'�ANNUA1. RSPOK3
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Legend Builders, Inc.
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Trenney L. Eason
136 Law. Dam
5818 Dekker Rd.
trlariam7r, nc >iNol
Castle Rayne, NC 28429
2. STREET ADDRL88 Or Mr6tMW OTrICE
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.R_128 Laurel Dr. ,
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Wilmington 92_ NC Ezp 28401
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ADDR- 128 Laurel Dr.
Wilmington, NC 28401
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General Contractor, build new construction k
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This form should be raturnad by th• DUE DATE shown above with a ohack for $10.00 to: 39CRZTARY
OF STATE, ANNUAL AXPORT 6ECTION, POST OFFICE 29525, RALEIGB NC 2762E-0525.

.-. - ..,. .. . . a:L _.._...-...-....r�r-.F:�.f.,r7i...�.,:+itk::i.P9YTaf35rm•�siCw" �..:. . - .x.
CAR 4
STATE OF NORTH CAROLINA
ANNUAL REPORT - �- s OFFICE USE ILYu�
INCLUDEI$10.00 FILING FEE,
PAYAELE.TO N.C. SECRETARY - AMOUNT
OF STATE. ;^n- ' }
PROCESSED BY
r 1 90 0 3 . j; ijj t REPORT DUE DATE- 06-29-1997
CORP ID- 0 3 6 6 8 3 2
FILING NO- A 0 0 3
STATE OF INC- HC
NOTICE DATE- D4-30-I997
DATE OF INC- 04-12-1995
I. NAtIE OF CORPORATION, PRINCIPAL OFFICE ADDREF I L E II+IjER PRINCIPAL OFFICE ADDRESS CHANGE HERE -
LEGEND BUILDERS, INC.518 l`� ,
CASTLEEHAYNE
KKER ROAp NC 284,4JUjj /Q 1997
EFFECTIVE g
ELaIvE i= names
2. REGISTERED AGENT AND HAILING ADDRESS AGENT NAME AND NAILING ADDRESS CHANGE HERE -
TRENNEY L. EASON `SEECRU F A
Sala DEKKER ROAD�{�4'r�
CASTLE HAYNE NC 28429
t
3. STREET AODRESS'OF REGISTERED OFFICE
5818 DEKKER ROAD
CASTLE HAYNE NC 28429
COUNTY - NEW HANOVER
4. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT
ENTER STREET ADDRESS CHANGE HERE -
13IGNATME CONSTITUTES CONSENT TG APPOINTMENT)
S. FEDERAL EMPLOYER ID NUMBER ENTER FEDERAL IO NUMBER CHANGE HERE -
561937707
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE -
NAME- I rt.c►n e -! GZI%U •J ADDR- �$ C6_-4eY IM u[_ da�o--q
TITLE- �fe,j,ale�.n-c CITYJ{t �G.�nPr N�4 ST- ZIP-
NAME- , ``y txC�]. d E:4So nI Sr 1 ADDR- %�L% Ldi4►t t Or y
TITLE- �jCcrL?�ca'r� CITY-��`M:� O� }.% ST-0C_ ZIP- �oIf
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7. ENTER NAME AND BUSINESS ADDRESS OF DIRECTORS HERE - ATTACH 2NO PAGE TF NECESSARY
NAME- err o-�rlty JiR450 ,J ADDR- 5£fl (S kC��4hPr L I
22 l r CITY- Ca'qu.L'. H4-yYl e ST- 0y— ZIP -
NAME - 61V, a Gco-,r J Sr ADDR- la$ L.ev_AleLCkr
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NAME- ADDR- J
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S. BRIEFLY DESCRIBE THENATUREOF ITS BUSINESS OR ACTIVITIES - Gt�� l �c7s�.�rc.GTet1 IILi(tq l�Q_w
f C C' - i -o Yk dej i
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LEGEND BUILDERS, INC.
9, NIGNED_ DATE-
' IFDRM IkU�j'6E 3IGNEB OFFICER OF COPPORaTIQN1
NAME- �Y'10 14 1 D:31) L TITLE- e
i
TYPE OR FRIJT NANE ANTI TITLE
This form should be returned by the DUE DATE shown above with a chock for $10.00 to:
SECRETARY OF STATE, ANNUAL REPORT SECTION;, POST OFFICE 2952S, RALEIGH NC 27626-0525.
r
CAR4

r�
STORMWATER SYSTEM NARRATIVE
RACINE OFFICE PARK
211 RACINE DRIVE
WILMINGTON, NORTH CAROLINA
For
Legend Builders, Inc.
400 Carl Street, Suite 202
Wilmington, NC 28403
++ �P:. _
l
iqf� 1^;Y3V
r2+, S. ,p5tiy:
July 2004
Prepared by:
RECEIVED
J U L 2 3 2004
DWQ
PROJ # f L210 40
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
A&K Project No. 04100

WITZORTWIMA
DESCRIPTION:
The site is located within the Wilmington City Limits on Racine Drive consisting of sandy
soils and grades ranging from 1% to 2%. Approximately 3.09 acres will be graded to
allow the construction of 3 — 2 story office buildings with paved parking and access.
The runoff from the site is estimated using the rational method 10-year design storm
and rainfall data for the area. Construction is scheduled to begirt as soon as all permits
and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications give the requirements for erosion control
measures. Silt fencing will be provided where stormwater would be expected to sheet
flow from disturbed areas directly to adjacent property. Inlet protection will be provided
at all existing inlets near land disturbance. A gravel construction entrance will be
constructed at the entrance to the site on Racine Drive. Maintenance will be provided
by the grading contractor.
STORMWATER MANAGEMENT MEASURES:
The stormwater from the new office buildings, parking and drive area will be designed
to sheet flow to an underground infiltration system located on the north and south sides
of the proposed buildings. The infiltration system will store and infiltrate the first 1-inch
of runoff and the additional runoff volume above the first 1 inch will be bypassed in
accordance with NCDENR Regulations. The system will also be designed to the City of
Wilmington stormwater standards.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The silt basins will be constructed
immediately after that portion of the site is cleared, and outlet structure with protection
will be installed. Disturbed areas will be landscaped or seeded upon completion.

MAINTENANCE PLAN
�. All erosion and sediment control practices will be checked for stability and
operation following every runoff -producing rainfall but in no case less than once
every week. Any needed repairs will be made immediately to maintain all
practices as designed.
2. Install erosion control measures before beginning construction or as soon
thereafter as possible_ All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
3. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
4. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove accumulating sediment after
each rain event. In addition to erosion control around drop inlets, install silt sack
or equal, under the grate of the structure until the project is complete. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
5. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier.
6. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless
otherwise specified on the plan. All slopes shall be seeded and stabilized within
15 days.
7. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
8. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.

9. All erosion shall be controlled including side slopes before the project is
completed.
10. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

11
SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone_

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A rip rap at minimum two feet high and three feet thick across the

I
watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if
accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 114
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by B inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION