SW8040622_HISTORICAL FILE_20130726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
URRENT PERMIT
r,,�
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
*�1/y
YYYYMMDD

STORMWATER DIVISION CODING SHEET
NCS PERMITS
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

AK
1
IMCDR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
July 26, 2013
Mr. Sheldon Tucker, V.P.
MAS Properties, LLC
131 Ocean Blvd West
Holden beach, NC 28462
Subject: Notice of inspection — Non Compliant
Seawatch Sales Center
Stormwater Permit No. SW8 040622
Brunswick County
Dear Mr. Tucker:
John E. Skvarla, III
Secretary
On July 25, 2013, staff of the Wilmington Regional Office of the Division of Water Quality (DWQ)
inspected Seawatch Sales Center in Brunswick County to determine compliance with
Stormwater Management Permit Number SW8 040622 issued on October 7, 2004. DWQ file
review and site inspection revealed that the site is not in compliance with the terms and
conditions of this permit. Please find a copy of the completed form entitled "Compliance
Inspection Report" attached to this letter, which summarizes the findings of the recent
inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. Submit the Engineer's Certification per 11.7 of the permit.
Please inform this Office in writing before August 26, 2013, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by August 26, 2013 then DWQ staff will re -inspect the site
and issue a Notice of Violation if the listed deficiencies have not been addressed.
Please be reminded that if an ownership change, or a name change or a mailing address
change has occurred, it is your responsibility to submit a completed and signed
Name/Ownership Change form to the Division. Please include the name, mailing address and
phone number of the party who is now responsible for this permit. If you have any questions,
please contact David Cox at the Wilmington Regional Office, telephone number [phone].
Sincerely r
David , x
Environmental Senior Specialist
Enc: Compliance Inspection Report
Engineer's Certification
GDSldwc: S:1WQS1Stormwater\Permits & Projects120041040622 HD12013 07 CEl_deficient
040622
cc: WiRO Stormwater File
Georgette Scott
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Once 7 �.,
Phone: [phone] FAX: [phone] DENR Assistance: l $77-623-6748 i1•v6fthCarol E l la
Internet: www.ncwaterquality.org � 1 tmra "l L✓1y
y'LiL:
An Equal Opportunity 1 Affirmative Action Employer

4FCAPE FEAR
Engineering, Inc.
September 29, 2004
Ms. Rhonda Hall
2004
NCDENR BY:
127 Cardinal Drive Extension
Wilmington, NC 28403
Re: SeaWatch Sale Center — SW8 040622
Dear Ms. Hall:
Enclosed for your review and approval are the additional information items
requested in your transmittal dated September 17, 2004 for the above referenced
project. We have addressed all your comments and offer the following replies as
per your item numbers:
1. The vegetated filter and level spreader are shown on the plans with a
detail and spot elevations. Included are two copies of the revised plans.
2. The outlet structure is shown on the revised plans as well as a detail. Just
to clarify our design, no outlet structure is proposed other than the draw
down orifice, principle spillway for attenuation due to Brunswick County
ordinance and the emergency spillway. All these items are built into the
berm or basin dam. We have used this type of design on other projects.
3. We have revised the orifice size per your comment. Included are copies
of the revised Page 3 Calculations and the revised Wet Detention Basin
Supplement.
4. The pond bottom is shown as 34.0'msl on the revised Wet Detention
Basin Supplement.
5. We have revised the depth readings at which sediment shall be removed
on the Wet Detention Basin Supplement.
Thank you for your consideration in this matter. If you have any additional
questions or comments please advise. My new e-mail address is
pdavis(a)_capefearengineering.com.
151 Poole Road, Suite 100 • 6elville, NC 28451 • TEL: [phone] • FAX. (910)3&3-1045
www.capefearet7gineering.com

L
CAPE FEAR
j
Engineering, Inc.
151 Poole Road, Suite 100
Be/Ville, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To: NCDENR
LINDA LEWIS
Attn: I WATER QUALITY
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Transmittal
Date: June 21, 2004
File: 803-13 "30"
Subject: I SEAWATCH SALE CENTER
❑ For Distribution ❑ For your Review 1 Action 1 Approval
Quantity Drawing No. Description
1 APPLICATION PACKAGE FOR PERMIT
REMARKS
f JUN 2 1 2004
BY:�Q (oaf
Transmittal-LI N DALEWIS-J U NE212004

Si�awatclil Sales Center
Subject: Seawatch Sales Center
From: Linda Lewis <[e-mail]>
Date: Tue, 22 Jun 2004 12:56:17 -0400
To: Perry Davis <[e-mail]>
Perry:
The Division received a stormwater management permit application for the subject
project on June 21, 2004. The application is incomplete. Please provide the
following items to complete the application:
1. The pond calculations must be sealed.
2. Initial page 4 of the application. i can either return the original page via
regular mail, so that another signature will not be required, or you can stop by
and initial it. Please let me know ASAP.
Linda
1 of 1 6/22/2004 12:56 PM

Project Narrative
General:
MAS Properties and Coastal Communities are proposing to construct a
residential sales center for the SeaWatch at Sunset Harbor Subdivision. The
sales center will be located off NC 211 approximately 0.36-miles east of Sunset
Harbor Road (SR 1112) on a 3-acre tract. The SeaWatch Subdivision is located
approximately 7-miles away on Sunset Harbor Road. The sales center will be
used by employees and prospective buyers.
Erosion Control:
The existing site is relatively flat with existing ditches that are located along the
perimeters of the property lines. Land disturbance will be limited to
approximately 2.E-acres. All sedimentation will be contained on site by utilizing
site fencing and the stormwater pond. The stormwater pond will be utilized as a
sedimentation basin during construction. All disturbed area will be either grassed,
landscaped, paved or built upon as soon as possible.
Stormwater Management:
NCDENR and Brunswick County stormwater permits are required for this project.
The wet pond design will serve as a water quality and quantity pond. The pond
is approximately 10-times oversized due to site fill requirements and the desire to
make the pond an amenity to the site. Therefore, the pond designed may not
appear to meet the 3 to 1 flow length rule. However, by superimposing the
required pond surface area (as shown on the plan) it is obvious the pond meets
all regulations. The pond will discharge to an existing ditch that ultimately
transports the treated water to Mercer Mill Pond Creek with is SGewafers. ere
are no wetlands on this site. The proposed impervious is 25$% over the 3-acre
project boundary. -

State Stormwater Management Systems
Permit No. SW8 040622
E 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
Sheldon Tucker, MAS Properties, LLC
Seawatch Sales Center
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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 7, 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 ashdescribed in Section L6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 33,750 square feet of
impervious area. This pond must be operated with a 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
s;

State Stormwater Management Systems
Permit No, SW8 040622
6. The following design criteria have been provided> in the wet detention pond and
must be'maintained at design condition:
a. Drainage Area, acres: 0.95
a Onsite, ft . 41,383
Offsite, ft2: none
;E
b. Total Impervious Surfaces, ft2: 33,750
C. Design Storm, inches: 1
d. Pond Depth, feet: 8
e. TSS removal efficiency: 85%
f. Permanent Pool Elevation, FMSL: 42
g. Permanent Pool Surface Area, ft2: 14,603
h. Permitted Storage Volume, ft3: 15,313
i. Temporary Storage Elevation, FMSL: 43
j. Co.ntrolling Orifice: 0.75"0 pipe
k. Permitted Forebay Volume, ft3: 17,870
n
I. Receiving Stream/River Basin: Mill Creek/Lumber
M. Stream Index Number: 15-25-1-18-(1)
n. Classification of Water Body: "C;Sw;HQW"
ll. SCHEDULE OF COMPLIANCE
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.
G. 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. Access to the outlet structure must be available at all times.
', Page 3 of 7

'3 State Stormwater Management Systems
Permit No. SW8 040622
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
Pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 116 horsepower.
6. 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.
7. 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.
8. 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 priorto occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The perm ittee 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. Rdesign or addition to the approved amount of built -upon area or to the
drainage area.
e. FuIrther 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040622
,Y
13. 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.
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 theparties 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.
_f
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
business1hours for the purpose of inspecting all components of the permitted
stormwater management facility.
11
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of ;;,request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
r=
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 tFis the 7th day of October, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,,,an vv. rcumeK, r.t., uirector
Division of Water Quality
By Authdrity of the Environmental Management Commission
Page 5 of 7

Entity Names
Page 1 of 1
North Carolina
Elaine F Marshall E)EPARTMENTOF TFIE
Secretary SECRETARY of STATE
Corporations
•Corporations Home
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•Tobacco Manufacturers
•Verify Certification
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Legislations;
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°Other Legislation
Search ;
*BY Corporate Name
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Online Orders
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*New Payment Procedures
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 9/18/2004
Click here to:
View Document Filings 1
Print a pre -populated Annual Report Form I File an Annual Report 1
Corporation Names
Name Name Type
NC MAS PROPERTIES, L.L.C. Legal
Limited Liability Company Information
SOS I D:
0518525
Status:
Current -Active
Date Formed:
2/7/2000
Citizenship:
Domestic
State of Inc.:
NC
Duration:
DEC 2040
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Saunders, Mark A
131 Ocean Blvd West
Holden Beach NC 28462
131 Ocean Blvd West
Holden Beach NC 28462
131 Ocean Blvd West
Holden Beach NC 28462
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster,
fci
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms,
lE
r.:
http://www.secretarj state.nc.us/Corporations/soskb/Corp-asp?4996122
9/18/2004

v 5
` V
STATE OF NORTH CAROLIN
DEPARTMENT OF NATURAL RESOURCES
AND COMMUNITY DEVELOPMENT
RALEIGH, NORTH CAROLINA �61 30, 782
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NC DENR- D1V(SON OF WATER QUALITY 2E .0300
.0310 LUMBER RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Pamlico Creek (Pompeys
From Brunswick
County SR
SC;HQW
08/01/90
15-25-1-15-(2)
Creek)
1115 to Lockwoods Folly
River
Lockwoods Folly River
From Brunswick
County, SR
SA;HQW
12/13/79
15-25-1-(16)
1200 to antra -coastal
Waterway
Stanberry Creek
From source to
Lockwoods
C;Sw,HQW
08/01/90
15-25-1-17
Folly River
Mill Creek
�From to
Brunswick
C;Sw,HQWr08/.01/.9,4
15-25-1-1a-(]}�
County SR�1112
t��
Mill Creek
From Brunswick
County SR
SA;HQW
12/01/63
15-25-1-18-(2)
1112 to Lockwoods Folly
River
Mullet Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-19
Folly River
Lockwoods Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-20
Folly River
Spring Creek
From source to
Lockwoods
SA;HQW
12/01/63
15-25-1-21
Folly River
Shallotte River
From source to
N.C. Hwy. 130
C;Sw,HQW
08/01/90
15-25-2-(1)
Saw Pit Swamp
From source to
Shallotte
C;Sw
12/01/63
15-25-2-2
River
Cool Run
From source to
Shallotte
C;Sw
12/01/63
15-25-2-3
River
MCMilly Swamp
From source to
Shallotte
C;Sw
12/01/63
15-25-2-4
River
Lookout Branch
From source to
Shallotte
C;Sw,HQW
08/01/90
15-25-2-4.5
River
Shallotte River
From N.C. Hwy.
130 to U.S.
SC
12/01/63
15-25-2-(5)
Hwy. 17
Meetinghouse Branch
From source to
Shallotte
C;Sw
03/01/77
15-25-2-6
River
Mulberry Branch
From source to
Shallotte
C;Sw
12/01/63
15-25-2-7
River
Williams Branch
From source to
Mulberry
C;Sw
12/01/63
15-25-2-7-1
Branch
Shallotte River
From U.S. Hwy.
17 to mouth
SC;HQW
08/01/90
15-25-2-(7.5)
of the Mill Pond
Woodward Branch (Charles
From source to
Shallotte
C;Sw,HQW
08/01/90
15-25-2-8
Branch)
River
Sharron Creek (Grissett
From source to
Williams
C;Sw,HQW
08/01/90
15-25-2-9-(1)
Swamp)
Branch
Sharron Creek (Grissett
From Williams Branch to
SC;HQW
08/01/90
15-25-2-9-(2)
Swamp)
Shallotte River
21

NC DENR - D(VISON OF WATER QUALITY
2B .0300
.0310 LUMBER RIVER
BASIN
Classification
Name of Stream
Description
Class
Date
Index No.
Williams Branch
From source to Sharron Creek
C;Sw,HQW
08/01/90
15-25-2-9-3
(Grissett Swamp)
Shallotte River
From mouth of The Mill
SA;HQW
12/01/63
15-25-2-(10)
Pond to Intracoastal
Waterway
The Mill Pond
From source to a point 1.0
C;Sw,HQW
08/01/90
15-25-2-11-(1)
mile below Brunswick
County SR 1145
The Mill Pond
From a point 1.0 mile
SA;HQW
12/01/63
15-25-2-11-(2)
below Brunswick County SR
1145 to Shallotte River
Sams Branch
From source to proposed
B;Sw,HQW
08/01/90
15-25-2-12-(1)
dam approximately 3/4 mile
?
upstream from Shallotte
-
River channel
Sams Branch
From proposed dam
SA;HQW
12/01/63
15-25-2-12-(2)
approximately 3/4 mile
upstream from Shallotte
River channel to Shallotte
River
Middle Dam Creek
From source to Shallotte
SC;HQW
08/01/90
15-25-2-13
River
The Swash
From source to Shallotte
SA;HQW
12/01/63
15-25-2-14
River
Shallotte Creek
From source to Bell Branch
C;Sw,HQW
08/01/90
15-25-2-15-(1)
Ox Pen Branch
From source to Shallotte
C;Sw,HQW
08/01/90
15-25-2-13-2
Creek
Shallotte Creek
From Bell Branch to
SA;HQW
12/01/63
15-25-2-15-(3)
Shallotte River
Bell Branch
From source to Shallotte
C;Sw,HQW
08/01/90
15-25-2-15-4
River
Gibbs Creek
From source to Shallotte
SA;HQW
12/01/63
15-25-2-15.5
River
Saucepan Creek
From source to Shallotte
SA;HQW
12/01/63
15-25-2-16
River
Jinnys Branch
From source to a point 0.5
C;Sw
12/01/63
15-25-2-16-1-(1)
miles upstream of
Brunswick County SR 1154
Jinnys Branch
From a point 0.5 miles
C;Sw,HQW
08/01/90
15-25-2-16-1-(1.5)
upstream of Brunswick County
SR 1154 to N.C. Hwy. 179
Jinnys Branch
From N.C. Hwy. 179 to
SA;HQW
12/01/63
15-25-2-16-1-(2)
Saucepan Creek
Little Saucepan Creek
From source to Saucepan
SC;HQW
08/01/90
15-25-2-16-2
Creek
22

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COMMUNICATION RESULT REPORT ( SEP.20.2004 1:56PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (`GROUP);
---------•----------- � RESULT
------------------ PAGE
981 MEMORY TX -----`--------------,—,---------- ----------------------------
OK9-3831045 P. 1/1
REASON FOR ERROR ----------------
E-1) HANG UP OR LINE FAIL
E—S) NO ANSWER
;eawatcli Salta Center - SWS 040622
Subject: Seawatch Sales Center - SW$ 040622
From: Rhonda Hall <"onda.Hallr~ya ncmail.neV-
Date; Fri, 17 Sep 2004 15:1 S:09 -0400
To: pray.da4!5@capcfearengl'neenng.eom
t+
a
`
,4
f
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Post-te Fax Note
0 61-Pages►
To "rQ
NPhons
#
JFax
i I
Perry,
*lease ehow and label the vegetatad filter on the plane and add a derail (including grading).
2. Please avow and label the outlet etructura on the plans and add a detail (;ncluding elevations of
orifice ana wier)• i
3. Phase verity required orifice size. she orifice should be oized taped on Required Vo�uMe at DP
Elevation (43.0 Mal),-
Tt appearp that the orifice was sized bailed on PrCYide Volume at D7 Elevation.
I
4. Fleaee verity bor.om ;coI elevaticn of 34.5 given on wet detention basin eupplement (page 3 of 4),
it does no, correa;^ord to the elevation
ot 34,Z used in the hydraulic calculati.o;ia and given on the drawinge.
5. Please vor3.'_y permanent pcol depth readings at which se-dizlentKehall be removed on the wet detention
peed oupplomenc.

Seawatch Sales Center - SW8 040622
Subject: Seawatch Sales Center - SW8 040622
From: Rhonda Hall <[e-mail]>
Date: Fri, 17 Sep 2004 15:18:09 -0400
To: [e-mail]
Perry,
Post -it® Fax Note 7671
Date
pages '
To ��C+ �G�
From
\-*N4
Co./Dept.
Co.
Phone #
Phone #
Fax # y:J
Fax #
1. Please show and label the vegetated filter on the plans and add a detail (including grading)
2. Please show and label the outlet structure on the plans and add a detail (including elevations of
orifice and wier).
3. Please verify required orifice size. The orifice should be sized based on Required volume at DP
Elevation (43.0
It appears that the orifice was sized based on Provide Volume at DP Elevation.
4. Please verify bottom pool elevation of 34.5 given on wet detention basin supplement (page 3 of 4).
It does not corresponi to the elevation
of 34.0 used in the hydraulic calculations and given on the drawings.
3. Please verify permanent pool depth readings at which sediment shall be removed on the wet detention
pond supplement.
1 of 1 9/17/2004 3:18 PM

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