SW8090119_HISTORICAL FILE_20090216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0� G 11 cl
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
z 0 0 °10 2110
YYYYMMDD

Calabash Wastewater Collection System Expansion Stormwater NOI ...
Subject: Calabash Wastewater Collection System Expansion Stormwater NOI Revision
From: "Plummer, Randall" <[e-mail]>
Date: Thu, 22 Jan 2009 16:25:24 -0600
To: "christine.nelson@ncmaiLnet" <christine.nelson@ncmaiLnet>
CC: "Williams, Eric" <Eric.WiIliams@hdrinc,com>
The box indicating this project lies within 575 feet of ORW was incorrectly checked. Please strike through this to
indicate it should not have been checked. I have attached a copy of the BIMS report showing that the Calabash
River, the nearest receiving stream, is classified as SA;HQW.
Thanks,
Randy Plummer, PE
Project Engineer
HDR ONE COMPANY I Many Solutions
HDR Engineering, INC of the Carolinas
1780-2 Chandler's Lanel Sunset Beach, NC 128468
Phone: [phone] Fax: [phone]
Email: randall.plummerphdrinc.com
Content -Description: Calabash River Classification
Doc.pdf
River Classification Doc.pdf, Content -Type: application/pdf
Content -Encoding: base64
I of 1 1/23/2009 8:14 AM

Project Name: L
Cb Pz Tia7i
Reviewer:
y /� S I -?Project
Received Date: /—/3
—O %
Date Com let
ess Review Assigned
Proiect Location: Ridgy sii �i L�
/>�
Date Proiec
ccented7Reiected
1 � /,,)'t'
' ✓'= Yes/OK­ x'=
Rule(s),Subject (check a that apply):
5r 1995 Coastal GV ❑ 2008 Coastal ❑ Phase II ❑ Universal
Pape ork:
Check for $505 (must be no older than 6 months)
Application form with correct/original signatures (original plus 1 copy). If Corporation or LLC also:
o Print the info from the NCSOS
o Either, 1.) The applicant is listed on the NCSOS with his/her correct title or, 2.) A notarized letter of
authorization has been provided:
Supplements (1 original per BMP). BMP type(s):
"9�0&M with correct/original signatures (1 original per BMP, except level spreaders/filter strips and swales)
Deed restrictions (if outparcel or subdividing) (original plus 1 copy)
o Deed restriction template (signed and notarized) or
o Proposed Declaration of Covenants and Restrictions (signed and notarized)
'9,,Soils report identifying the SHWT
Supporting calculations, signed & sealed (if necessary)
❑ Receiving stream classification: '?A , If SA or ORW also:
o SA: USGS topo map with the site, the receiving waters and the ''/z mile radius shown to scale.
o ORW: 575 ft of MHWL for Area of Environmental Concern and max BUA per rule.
Development Type (check all that apply):
❑
Residential
or ❑ Commercial
❑ Deed restrictions match?
❑
Subdivision
or ❑ Single Lot
❑ Deed restrictions match?,\`}
❑
High Density
or ❑ Low Density
❑ Deed restrictions match? '
❑
Offsite project
❑ Redevelopment
❑ Modification ❑ Exempt
Density:
❑ BUA calculations include common areas, clubhouse, sidewalks, etc.
❑ BUA W Matches high/low density requirement for rule and receiving stream class.
❑ No obvious math errors
If High Density: Design storm correct for rule and receiving stream class.
Plans j igned and sealed (2 sets):
i?.Two sets received 0" Layout (with proposed BUA dimensions)
❑ Grading '13, Drainage area map (all HD systems & curb outlet swales)
i"Vicinity map ❑ Project Boundaries legend
Wetlands:
o Delineated on plans o "No wetlands onsite" on plans
D�Details:
o Roads o Cul-de-sacs o Curbing o Sidewalk
o BMPs/ Level spreaders/ Filter strips/ Curb outlet swales o Buildings (Apts or Condos)
to Projects:
❑ Designer's Certification has been submitted for the Offsite BMP receiving the runoff from the project.
Deed restrictions have been recorded and a copy submitted for the Offsite BMP permit.
Lot size has not changed from what was approved under the Master Plan.
Correct lot number is referenced on the supplement form.
Offsite system is in compliance with its permit, if known.
rat n Projects:
Soils report: SHWT, soil type, and expected infiltration rate are provided.
❑ DWQ has conducted a site visit? Date:
'onils: Permanent Pool Meets One of the Following:
Ilo s located no lower than 6" bew W the estimated SHT.
Incoming groundwater is quantified and evaluated, AND Storage volume verified, AND Outlet evaluated for
free drainage to the receiving waters under SHWT conditions.
;ion (check one):
❑ ,Eomplete: Return file to admin (Jo Casmer) to log in.
p/ Slightly incomplete: E-mail consultant, request information to be returned within one business day (24 hours
after request. Info requests on Friday, allow a return on the following business day). If info not returned, issue
an application return letter and give everything to admin. l7pp,Zyy5 ,
❑ Substantially incomplete: Issue an application return letter and give everything to admin.

L
•y
C1
_
5^���'
_
l \\\CeT
BM 41
\• r ^Qi ';I
��
`
�.- yam-
- � +i-
�C
Gr
•`
/
�� 1 �
1, 'y, G'
� " ;; 1• r.
is \ `�
OOO � \ %J�/
-a�.- :"1--..
• ��' -,mil �.�..•
%. ���_� i {•
\i'(J--rr
r dwn��
\ �� ��.`•
•�
�1
l
�_
ie o
i
`� `�yG(',•ctr_ •:, .{ �,
e �r JCe_
r L] •—� • EI
t��' L_� - � �_
l'�`iC¢m',` o
•
J Ca `. \h.�
� � �� �
•_I
:% Ca/Q64.
..�
1.
i
' �lal,�
I I
I • .�
\�`;�,.
L'
�Jl�����1-0
' 'aur rt
� ri � � —`�
�, � _:..—�oy,,_�
1✓ �a� /i 'In�e
as ..— n /�w�'
— �,.,,,
\!—' � �
_ „J
.. �\ � s-i
��
olI ��� s �
-�Nn� •' �� ✓!',�
../ �_� o
-�� .,.y_ �
�
��"
�
/•
�' 7 'tiC:� iJ'�."_..:�•—
-'-
-':••
_ J +ti
-o =~ r.
ski
�\CO
�
�% �J,I/���' iNOEF_
INTPALOASi
'►-
r`
4
I� L
rL✓ y_L,'S'� �_
' \�
GFR ��\
��/ _-
/• �
'•I '
Boat Ramp
CBonaPaing
� �
__
_.`
^
723 35' 724
725 (LITTLE RIVER) 726
5251 ISE
SCALE 1.24 000
727 32' 30" 1 728 :2 7501
1 .5 0 KILOMETERS 1 2
CN IDDD 0 METERS 1000 2000

Calabash Wastewater Expansion Project
Brunswick County, NC
HDR Project No. 08176-68249-018
Directions to Pumping Station Sites
Beach Drive Pumping Station:
From the intersection of Thomasboro Road (SR 1165) and US Highway 17,
Go South on Thomasboro Road approximately 2.4 miles.
Turn Left onto Clariday Road.
Go 0.49 miles to the intersection of NC 179 and Clariday Road.
Go straight across the intersection (Road name will change to Beach Drive.)
Go 0.56 miles.
Beach Drive Pumping Station is proposed to be on the right.
Wilson Avenue Pumping Station:
From the intersection of Thomasboro Road (SR 1165) and US Highway 17,
Go South on Thomasboro Road approximately 2.9 miles.
Turn Left onto Wilson Avenue.
Go 0.6 miles.
Wilson Avenue Pumping Station is proposed to be on the right.
RECEIVED
JAN 1 3 2009
BY:

January 12, 2009
Ms. Linda Lewis
NCDWQ
127 Cardinal Drive. Extension ..
Wilmington, NC 28405
Re: Stormwater Notice of Intent
Brunswick County
Town of Calabash Wastewater Collection System Expansion
Brunswick County, North Carolina
HDR Project No. 08176-68249-018
Dear Ms. Lewis:
Enclosed is a.Notice of Intent for Stormwater General Permit No. S WG040000 for your review.
The application package consists of the following:
• One State. Stormwater Notice of Intent Form
• Two sets of grading and site plans for each of the pumping station sites.
• A portion of the Calabash USGS Map indicating the project areas.
We trust that the enclosed information will.be sufficient for you to completeyourreview and
issue approval of the subject plan. Should you require additional information, please do not
hesitate to contact me at [phone].
Sincerely,
H,D�iR� Engineering, Inc. of the Carolinas
G. Eric Williams, PE
Project Manager 'JAN 1 3 2009
BY:
GEW/dpo
cc: Jerry Pierce, PE
Enclosures
,HDR Engineering, Inc. of the Carolinas. 1780 Chandlers Lane, Unit 2 Phone: [phone]
-- Sunset Beach, NC 28468-4336 Fax [phone]
- 01 i209stom,wxmrrvOrdoc - .