HomeMy WebLinkAboutSW8060804_HISTORICAL FILE_20061024STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWQ,U�U�1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
�TfiY7I�
YYYYMMDD
State Stormwater Management Systems
Permit No. SW8 060804
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
Laura J. Crane, Crane White, LLC
Wisteria Medical Center
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 rules') 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 October 24, 2016, 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 49,295 square feet of
impervious area. This trench 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
State Stormwater Management Systems
Permit No. SW8 060804
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage 2Area, acres:
Onsite, ft
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. Perforated Pipe Diameter/Length:
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
j. Expected Infiltration Rate, inlhr:
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
1.41
1.41
NA
49,295
1
70x45.5x2.8
24'7792 LF
12.00
14.19
3,952
Ke, Ly
22.7
10.00
0.66
Silver Stream Branch 1 Cape Fear
18-76-1-1
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 bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7
State Stormwater Management Systems
Permit No. SW8 060804
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.
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 060804
lil. GENERAL CONDITIONS
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 24th day of October, 2006.
NOOT CAROLIN 'PVlIYNMENTAL MANAGEMENT COMMISSION
for A h limek, P.., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7
State Stormwater Management Systems
Permit No. SW8 060804
Wisteria Medical Center
Stormwater Permit No. SW8 060804
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for
(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7
State Stormwater Management Systems
Permit No. SW8 060804
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/bypass structure.
8. 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.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided:
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7
- — WITHERS &— RAVE NEL ;
MER OF T° NSWWAL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite 1o1
WILMINGTON, NORTH CAROLINA, 28403
(910) 256`9277
FAX (910) 256-2584
To: Paul Bartlett
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
DATE 'iO/i0 06
JOB NO. 2o4385.00
ATTENTION Paul Bartlett
PHONE # - 00
RE: Wisteria Medical Center
® Attached ❑ Under separate cover via the following items:
❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Change order ❑ Diskette ® CaIcs, permits, letter.
COPIES
DATE
NO.
DESCRIPTION
2
08/02/o6
204385
Copies of revised site plan for state stormwater review
2
o$ of/o6
Copies of revised stormwater narrative and calculations
I
Inserts for Stormwater permit application (SWU-ioi)
1
Inserts for Infiltration supplement (SWU-io7)
i
io/o /o6
Comment Response Letter
jXECEIVED
ACT
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Retumed for corrections
❑ For review and comment ❑
® Resubmit 2 copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
These plans reflect the revisions per your comments dated August 9, 20o6 and the
modification that was submitted for Lakeside Park (Permit No. SW8 96o6o5 Mod.) on _
October 6, 2oo6. Please insert the attached sheets for the stormwater permit application
and infiltration supplement to originals that were submitted previously. Thank you.
COPYTO: File, Bryan Greene SIG
Ifenlaswes are notas noted, kindlynoHfyos atone.
rAm
WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
October 9, 2006
Paul Bartlett
Environmental Engineer II
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Wisteria Medical Center
Stormwater Project No. SW8 060804
Dear Paul,
We received your letter dated August 9, 2006, and have made the necessary revisions as
requested. The following is our response to your comments.
It appears that the proposed project overlaps the project area for Stormwater
Permit No. SW8 960605 Modification, issued September 29, 2003, to Michael
Nadeau and Lakeside Estates, LLC. Permit No. SW8 960605 needs to be
modified before a permit is for the proposed Wisteria Medical Center.
Response: The proposed project does overlap the project area for Stormwater
Permit No. SW8 960605 Modification. We submitted a modification to
this permit on October 6, 2006 as discussed with you and Cameron
Weaver, which includes the revision to the total project area.
2. Please expand the Narrative to include a brief description of the property transfer
transaction with Lakeside Estates.
Response: The Narrative includes a brief description of the property transfer from
Lakeside Estates. See the attached NCDWQ Calculations.
3. Please clearly label and illustrate Lakeside Estates and Wisteria Medical Center
site areas on Sheet 1.0.
Response: The property that has been acquired by Lakeside Estates is clearly
shown on Sheet 1.0 of the site plan.
4. Please clarify/revise the infiltration trench system design as follows: (a) remove
the 6" orifice at the 12' invert elevation in the bypass weir since it causes
bypassing before the design storm is stored; (b) the SHWT will be less than 3'
logo Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tell: gro-256-g277 fax: gio-256-258p
www.withersTavenel.com
1 ,.
/ -.
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
from the surface (therefore>10' elev.) at the test location since water was
observed at 3 7 " according to the soils report; (c) the trench width is 38' based on
the cross-section dimensions given on Sheet 12.0 vs. 39' on the plans and
supplement; and (d) the trench height can include the wrapped stone beneath the
pipe.
Response: The infiltration trench system has been addressed as follows:
a) The orifice was removed. - See Sheet 13.0 in the 4'x2' outlet
structure detail.
b) An elevation of 10.0 for the SHWT was determined with Vincent
on site.
c) The trench has been modified to a width of 45.5', both on Sheets
6.0 and 13.0.
d) The trench height used starts at the invert of the 24" perforated
pipe to the storage elevation. See Sheet 13.0.
If you have any questions or require additional information, please do not hesitate to
contact us.
Sincerely,
Lisa J. Thomas
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite ioi Wilmington, North Carolina 28403 tell: 910-256-9277 Fax: gio-z56-z584
www.withersravenel.com
• 41t .
pEPAR7ly
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMI'I'EI) LIABILITY COMPANY: Crane IT'hite, LLC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0755872
NATURE OF BUSINESS: Buying and Renting Real Estate
REGISTERED AGENT: Crone, Laura
REGISTERED OFFICE MAILING ADDRESS: 100 Edgewater Lane
Wilimirrgton, NC 28403
1-606-6791902
STATE OF INCORPORATION: NC
FEDERAL EMPLOYER ID NUMBER: 11-3736597
REGISTERED OFFICE STREET ADDRESS: 100 Edgewater Lane
Mlimington, NC 28403 New Hanover County
SIGNATURE OF THE NEW REGISTERED AGENI":
PRINCIPAL OFFICE'I'E[,L:PHONE NUMBER: 910 297-7727
PRINCIPAL, OFFICE. MAILING ADDRESS
IN N I are] I VAI Iron I a 13"M I RNmW.,"11016AMMI
MANAGERS/MEMBEIZS/ORGANIZERS:
Name: Lactra J Crane
Title:,Manager
Address:
100 edgewater lane
Wilmington, NC 28403
SIGNATURE CO,STITUTES CONSENT TO THE. AI'POI\TMENT
100 edgewater lane
Wilmington, A'C 28403
100 edgewater lane
11"itmington, NC 28403
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST' RE SIGNED BY A MANAGER/M3;MBER
DATE
TYPE OR PRINTNAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: S200 MAIL TO: Secretary of State - Corporations Division - Post Oliice Box 29525 - Raleigh, NC 27626.0525
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t
State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
SOSI D: 755872
Date Filed: 12/9/21104 10:30:011 AM
Elaine F. Marshall
North Carolina Secretary of Statc
C24141432300033
Pursuant to Section 57C-2-20 of the General Statutes of North Carolina, the undersigned
Articles of Organization for the purpose of forming a limited liability, company.
1. The name of the limited liability company is: CRANE WHITE, LLC
2. The latest date on which the limited liability company is to dissolve is: DECEMBER 31, 2054
3. The name and address of each organizer executing these articles of organization is as follows:
LAURA J. CRANE 100 EDGEWATER LANE
WILMINGTON, NC 28403
MARY ELIZABETH WHITE 5138 MASONBORO HARBOUR DRIVE
WILMINGTON, NC 28409
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 100 EDGEWATER LANE
City, State, Zip Code WILMINGTON, NC 28403 County NEW HANOVER
5. The mailing address if different from the street address of the initial registered office is:
6. The name of the initial registered agent is: LAURA J. CRANE
7. Check one of the following:
(�7=) (i) Member -managed LLC: all of the members by virtue of their status as members shall be managers of
thjs,limited liability company.
_ (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the members of this
limited liability company shall not be managers by virtue of their status as members.
8. Any other provisions which the limited liability company elects to include are attached.
9. These articles will be efie lVC upon filing, unless a date and/or time is specified:
This the dal- of NOVE-MBER, 2004.
A
L J. CRAN ORGMIZEf
WAW 7AB FI WI1[TI
( 4NIZER
MOTES: Filing fee is $125.00 This document and one exact or conformed copy of these articles must be filed with the Secretary of State.
CORPORATIONS DIVISION 300 Ni. SALISBURY STREET RALEIGH, NC 27603-5909
SOSID: (1755872
Date Filed: 11311121)1}6 3:02:00 PM
LIMITED LIABILITY COMPANY Elaine F. Harahan
ANNUAL REPORT North Carolina Secretar%' of State
2006 051 00161
NAME OF LIMITED LIABILITY COMPANY: Crane Whtte, LLC
STATE OF INCORPORATION: NC
SECRETARY OF 91'A1'E L.L.C. Ill NUMBER: 0755872 FEDERAL EMPLOYER ID NUMBER: 11-3736597
NATURE OF BUSINESS: Burying and Renting Real Estate
REGISTERED AGENT: Crane, LauraJ.
REGISTERED OFFICE MAILING ADDRESS: 100 Edgewater Lame
Wiliminglon, NC 28403
REGISTERED OFFICE STREET ADDRESS: 100 Edgewater Lane
Wiliminglon, NC- 28403 County:.NewHmwver
PRINCIPAL OFFICE TELEPHONE NUMBER: 910 297-7727
PRINCIPAL OFFICE MAILING ADDRESS: 100 edgewater lame
Wilmington, ArC 28403
PRINCIPAL OFFICE STREET ADDRF,SS: 100 edgewater lane
Wilmington. AC 28403
Laura J Crane
Title: Manager
100 edgewater late
Wilmington, NC 28403
PSG
CERTIFICATION OF,ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Il3� /ok
FO TSTL=aBE SIGNED BY A MANAGERIMEMBER DATE
Uf-C"-. Cra /1-P-- ManagenMember
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200M MAIL TO: Secretary of Stets • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioz
WILMINGTON, NORTH CAROLINA, 28403
(910) 256-9277
FAX (910) 256-2584
To: Paul Bartlett
NC Division of Water Quality
12Z Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached
® Prints
❑ Change order
LMER OF 7° ° NSMMAL
°A'c 08 02/06 I
JOB NO. 2o4385.00
ATrENnON Paul Bartlett
PHONED - 0O
NE` Wisteria Medical C nter,
Q S
f1 k
❑ under separate cover via _
❑ Plans ❑ Samples
❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
08/02/06
2o4385
Site plan for state stormwater review
2
o8/oi/o6
Copies of stormwater narrative and calculations
Stormwater permit application (SWU-ioi)
1
Infiltration supplement (SWU-1o7)
i
o /2 06
# 5675
Fee check in the amount of $4000
i
Articles of Or anization
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
® Resubmit 2 copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For express review and approval.
COPY TO: File, Bryan Greene SIGNED:
If enclosures ale not as noted, kindly notify us at once.
Re: Wisteria Medical Center
0
Subject: Re: Wisteria Medical Center
From: Paul Bartlett <Paul. Bart] ett@ncmail. net>
Date: Fri, 18 Aug 2006 08:49:02 -0400
To: Lisa Thomas <LThomas@withersravenel.com>
CC: Cameron Weaver <Cameron. Weaver@ncmail. net>
Lisa,
A separate application with $4000 Express fee ($420 regular program) will be required
to modify SW8 960605 since project and impervious areas change.
Paul
Lisa Thomas wrote:
Paul,
I researched the Wisteria Medical Center property to confirm exactly how much
property is permitted under the existing permit for the adjacent Lakeside Estates
property. Attached is a PDF of the site plan which illustrates the Lakeside
Estates property within our boundary and the new Wisteria Medical Center
property. The solid hatch is the property in the existing permit for Lakeside
Estates. This area is approximately 0.30 acres. In the existing permit the area
hatched does not drain into the existing pond no. 2, therefore the drainage
information to the existing permit does not change. The only modification to the
existing permit no. SW8 960605 Modification would be to the total project area and
project built upon area. If we submitted the modification express would another
fee be required or can we just include this modification with the new permit
submittal for Wisteria Medical Center?
I hope this clears up the confusion between the existing and proposed areas. If
you have any questions please do not hesitate to contact me.
Lisa Thomas Withers & Ravenel Inc. 7040 Wrightsville Ave. Suite 101,
Wilmington, NC 28403 tel: 910.256.9277 fax: 910.256.2584
http://www.withersravenel.com <http://www.withersravenel.com/>
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 8/9/06
To: Mark Hargrove
Company: W & R
FAX #: (910) 256-2584
William G. Ross, Jr,, Secretary
FAX COVER SHEET
No. of Pages; 3 Oncl, Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: 910-350-2004
Phone #: 910-796-7301
9
DWQ Stormwater Project Number: SW8 060804
Project Name: Wisteria Medical Center
MESSAGE:
Mark,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Ms. Crane, and a copy will be mailed to you.
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 819106
To: Mark Hargrove
Company: W & R
FAX #: (910) 256-2584
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: 910-350-2004
Phone #: 910-796-7301
DWQ Stormwater Project Number: SW8 060804
Project Name: Wisteria Medical Center
MESSAGE:
Mark,
(Ora �o
A Request for Additional Information is attached for the subject project. The original will
be mailed to Ms. Crane, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060804.aug06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone (910) 796-7215 FAX (910) 350-2004
An Equal Opportunity Affirmative Action Employer
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August 9, 2006
Ms. Laura J. Crane, Managing Member
Crane White, LLC
101 Edgewater Lane
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 060804
Wisteria Medical Center
New Hanover County
Dear Ms. Crane:
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.F. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Wisteria Medical Center on August 2, 2006, A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. It appears that the proposed project overlaps the project area for Stormwater
Permit No. SW8 960605 Modification, issued September 29, 2003, to Michael
Nadeau and Lakeside Estates, LLC. Permit No. SW8 960605 needs to be
modified before a permit is for the proposed Wisteria medical center.
2. Please expand the Narrative to include a brief description of the property transfer
transaction with Lakeside Estates.
3. Please clearly label and illustrate Lakeside Estates and Wisteria Medical Center
site areas on Sheet 1.0.
4. Please clarify/revise the infiltration trench system design as follows: (a) remove
the 6" orifice at the 12' invert elevation in the bypass weir since it causes
bypassing before the design storm is stored; (b) the SHWT will be less than 3'
from the surface (therefore > 10' elev.) at the test location since water was
observed at 37" according to the soils report; (c) the trench width is 38' based on
the cross-section dimensions given on Sheet 12.0 vs. 39' on the plans and
supplement; and (d) the trench height can include the wrapped stone beneath
the pipe.
Please note that this request for additional information is in response to a preliminary review.
This application officially has been placed on hold, pending the receipt, review, and
approval of an application to modify Permit No. SW8 960605.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
N91�11nicarolma
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (910) 796-7215 Customer Service
Wilmington Regional Office Internet: www.ncwaterqualit.Y org Fax (910) 350-2004 1-977-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recydedl10% Post Consumer Paper
Ms. Laura J. Crane, Managing Member
August 9, 2006
Stormwater Application No. SW8 060804
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at (910) 796-7301.
Sincer ly,'
' *-
/
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120061060804.aug06
cc: Mark N. Hargrove, P.E., Withers & Ravenel, Inc.
Paul Bartlett