SW6100208_COMPLIANCE_20100316

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

Lawyer, Mike
From: Jonathan Locklear [e-mail]
Sent: Tuesday, March 16, 2010 10:56 AM
To: Lawyer, Mike
Cc: 'Johnny Nobles'
Subject: RE: Township Developers
Attachments: App Sheet 3.pdf; Three Hunts Road - SuppForm-WetPond 3-16-10.pdf; 3-16-10 Sheet 3 of
3.pdf; 3-16-10 Sheet 2 of 3.pdf
Mike,
I reviewed your talcs and could not get the 0.36 cfs with the 4" diameter orifice and a 0.5 driving head. (Don't
know). But after reviewing your continents, you are correct about the 2" diameter orifice and the driving head. I
have already made these corrections to the drawings and talcs. See attached Supp Form and Sheet 2 of 3 and 3 of 3.
Also the building area should equal 36,000 sq-ft and not 45,000. I have already made this change to the application;
see App Sheet 3.
We really appreciate you time and willingness to work with Lis on these issues. Like always, should You have any
additional continents or concerns please don't hesitate to contact me.
Thanks and have a great day.
Jonathan E. Locklear, PE
Locklear, L.ocldear & Jacobs, PLLC.
PO Box 3119
Pembroke, NC 28372
[phone]
Fax:[phone]
From: Lawyer, Mike [mailto:mike. [e-mail]]
Sent: Monday, March 15, 2010 5:28 PM
To: [e-mail]
Subject: Township Developers
Jonathan,
In reviewing discharge rate and drawdown calculations for the subject project, the proposed 4" diameter orifice
would actually have a discharge rate of about 0.36 cu. ft./sec and drawdown the pond in about half a day. To
achieve the 0.09 cu. ft./sec discharge rate as entered on the supplement form, the orifice would need to be 2",
which would also achieve the minimum 2-day drawdown as required.
Based on the difference in elevations of Temp. Pool (153.5') and Perm. Pool (152.0'), the Driving Head should be
0.5' instead of 1.25' ((153.5-152.0)/3).
Please revise the supplement and plan sheets to reflect these necessary changes. If we need to speak more
about this, please contact me.
Also, the application shows proposed buildings at 45,000 sq. ft., however the plans show buildings totaling
36,000 sq. ft. Am I missing something?
Thanks,

Mike
Michael Lawyer, CPSWQ
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: [e-mail] (please note my current e-mail address)
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater will be directed to a Wet Detention Basin located to the northwest of the site. The Basin is
designed using 90% TSS Pollutant Removal Efficiency Table 1.0-3.
2.a.If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.ldentify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph It - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 6.27 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) -Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':6.27 acres
* Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-constal wetlands landtvaral of the NHW (m, MHW) line umy
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =-";�r' 70 %
ML z�3,122
9. How many drainage areas does the project have? One (For high density, count 1 for each proposed
engineered stormwater BMP. For low density and other projects, use 1 for the whole property area
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
-Drainage Area _
Drainage Area _
Receiving Stream Name
Lumber River
Stream Class *
WS-IV, B;Sw,
HQW
Stream Index Number *
14-(7)
Total Drainage Area (so
273,122
On -site Drainage Area (so
273,122
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
191,185
% Impervious Area** (total)
70
Impervious- Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Draina ,e Area _
On -site Buildings/Lots (so
36,000
On -site Streets (so
71.,766
On -site Parking (so
75,419
On -site Sidewalks (so
8,000
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
191,185
Strenrn Class and Index Number can be determined at: http://Ir2o.enr.state.ne.us/birns/reports/repm-tsWB.lrtnl
Form SW U-101 Version 07July2009 Page 3 of 6

Permit IN 6' `<'[ moo o
(to be provided by DWO)
® 'O Wd)
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
Three Hunts Road
Contact person
Johnny Noble
Phone number
910-738-6875
Date
3/161201G
Drainage area number
One
II. DESIGN INFORMATION
Site Characteristics
Drainage area
273,122 it'
Impervious area, post -development
191,185 fl2
%impervious
70.00 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SAWaters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development l-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation haproxat the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Form SW401-Wet Detention Basin-Rev.8-9/17/09
15,477 R°
15,600 ftt
NIA ftt
ff3
it
ft3
OK
OK, volume provided is equal to or in excess of volume required.
3.0 in
0.35 limitless)
0.84 (unitless)
0.13 ini OK
0.27 ft�lsec
0.66 ft'lsec
0.39 ftllsec
153.50 fmsl
152.00 first
152.00 first
152.50 fmsl
151.50 fmsl
146.25 fmsl
145.25 first
1.00 It
N (Y or N)
most
Pans 1. a 11. Design Summary, Page 1 of 2

Permit Nii /
(to be provided by DWO)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 11,680 ft,
Area REQUIRED, permanent pool
9,013 it
SAIDA ratio
3.30 (unifless)
Area PROVIDED, permanent pool, Ares.
9, 120 ft` OK
Area, bottom of 1 Oft vegetated shelf, Ate, sne1,
7,520 ft`
Area, sediment cleanout, top elevation (bottom of pond), he,
1933,ft,
Volumes
Volume, temporary pool
15,600 ft3 OK
Volume, permanent pool, Vce„ r,,
34,402 ft'
Volume, forebay (sum of forebays if more than one forebay)
6,880 ft'
Forebay %of permanent pool volume
20.0% % OK
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool,
Area provided, permanent pool, A...,
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap,,,,,.
Area, bottom of 1Oft vegetated shelf, Ate, v,el,
Area, sediment cleanout, top elevation (bottom of pond), Ate, �a
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if-noneircular)
Coefficient of discharge (Co)
Driving head (Ho)
Drdwdown through weir?
Weir type
Coefficient of discharge (C„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development l-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
90 %
N (Y or N)
Y (YorIll
3.30 (unifless)
—-0
N
Y (Y or N)"����
9,120 ft`
7,520 ft`
1,933 fit
5.25 It
3.76 ft OK
4.0 It OK
Y
(Y or N)
200 in
in
0.60 (unifless)
0.50 ft
N
(Y or N)
NA
(unitless)
NIA
(unifless)
NIA
It
NIA
ft
0.27 ft3lsec
0.66 ft3lsec
0.07 ft3lsec
2.42 days
OK, draws down in 2-5 days.
3 11 OK
10 :1 OK
10.0 ft
OK
3:1
OK
2.3 :1
OK
Y
(Y or N)
OK
Yft
OK
N
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Sluice Gate
Form SW401-Wet Detention Basin -Rev 8-91 Parts I. 811, Design Summary, Page 2 of 2

NOT To SCALE
SECTION OF BASIC WET DETENTION POND
NOT TO SCALE
Approved Storm Water Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stomtwater system designer
Inspect during construction; certify conformity with
the plans and space; and certify compliance with the
stormwater rules. (15A NCA.0 2H, 1008 (J))
Permit t li Q'J Date 3 11
by NC Division of Water Quality
Sh et# O Revi_ion Date 3/le—/0
STORMWATER CONTROL DETAIL SHEET
PROPOSED OFFICE BUILDINGS
FOR
TOWNSHIP DEVELOPERS, LLC
JOHNNY W. NOBLES AND ASSOCIATES
PO. M,407 416 CHESTNUT STREET
—O—N, mn
SCAL['I.m �yYED
IN .I I
Ex.
AAv o!.�y

'ee (,mil S Fly;1

.m.....e...,,....�...mo.. `: :.a,.....�.w:� �ENA NKMFNT REcrinu�,
EMERGENCY SPIT t WAY SECTON
BASIL WET DETENTION POND Iw.w w..xu, mnl
Approved Storm Water Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
inspect during construction; certify conformity with
- - m the plans and space; and certify compliance with the
stormwater rules_ (15A NCAC 2H, 1008 (J))
Permit I / Date
..._..,.. ,.., .,.., m ,.,.,. ^b NC Division of Water Quality
� w e
Sh t#• Revision Daze-4 -19
UM COMB. ANTIVORTEN DEVICE AND TRASH RACK SLUICE GATED El_AIL n.urv,awc..n..en.m.m.
STORMWATER CONTROL DETAIL SHEET
PROPOSED OFFICE BUILDINGS
rOR
TOWNSHIP DEVELOPERS, LLC
JOHNNY W XNOBLES ANDIASSOCIATES
P O. Ra 407 416 CHESTNUT STREET
LUAIRERTON, NORTH CAROUNA. M359
C,E' BMBEN,.

AD./UR7C'id
COUB. A`411 `lCRTEX OE`iICE
AO D IRAS-I RACK
SLUICE CATE STEM —
2' DIA. ORIFICE
.00 (LOW FLOW ORIFICE INV.)
30' CORRUGATED ALUMINUM RISER
PERMANENT POOL (4' AVG. DEPTH)
LINED WEI
HARDENED BOTTOM
BOTTOM OF POND ELEV. - 145.25
INSTALL TEMPORARY SEDIMENT FILTER OF WASHED STONE T6' A
HEIGHT OF 2' OVER THE POND DRAIN. WRAP POND DRAIN WITH
WITH WOVEN FILTER FABRIC AND OPEN VALVE TO DEWATER BASIN.
REPLACE STONE FILTER AS NEEDED TO ENSURE PROPER FILTERING.
TOP OF WMBANKMENT ELEV. = 159.00
3_
EMIRS. SPILLWAY ELEV, = 158.00 11
SUBMERGED SHELF
v
COMPACTE(
•..v,<vcv.C�C�CcC'.C�.ce%<v,K/.tr/.t2/,c�'/
30' RISER INBEDED IN ANTI -FLOTATION DEVICE (6')
1' X 5' DIA. CONC. ANTI -FLOTATION DEVICE
-- 8' CORRUGATED ALUMINUM POND DRAIN W/ SLUICE CATE
EMBANKMENT SHALL BE CONSTRUCTED Of' Cl
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE VEGETATION, ROCKS AND OTHER OBJECTIONAE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS. PEACING FILL PLACE FILL IN 6 8' LOOSE I
THE STANDARD PROCTOR DENSITY.
?`6 SkooKf t� f .Ce� l
EMBANKMF-N1

- rc�-�.,�P > � �, ��1�' �Q/cam

Lawyer, Mike
From:
Lawyer, Mike
Sent:
Monday, March 01, 2010 3:30 PM
To:
'[e-mail]'
Cc:
'noblesadmin'
Subject:
Township Developers stormwater permit application
Jonathan,
This e-mail serves as acknowledgement that the subject application has been received by our office and after a
preliminary review of the application the following items need to be addressed prior to further review.
-project is within WS-IV watershed, which only allows for a maximum of 70% BUA while application shows proposed
BUA of 79%; changes to the proposed BUA will require revisions to the main application form, supplement form and
plans and specs
-plans and specs must be signed and sealed by the licensed professional responsible for design
-submittal requirements checklist on pages 4 and 5 of the main application form are not initialed
Be advised that these items are as a result of a preliminary review and might not be all inclusive. There may be other
items to address or additional information requests made upon receipt and review of the revised application.
"k, V
Michael Lawyer
Environmental Specialist
NCDENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
Direct: [phone]
Main: [phone]
Fax: [phone]
e-mail: [e-mail] (please note my current e-mail address)
*E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

', (Domeaticd�fall On
or dol- In/ormah
r4 Ce""Od Fee
OO Retum Rocelpt Fee
O (Entloraement Rapueetl) PoeMenc
Rest Hare
C3 (Entlorsement gequaeE
C3 ) / 27 10
rmR Totel Pootege g Feae �' . S, C

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North Caa0 ina 1epar'tme { of F-rp,irof-(Mel-t and (Natural Resour00S
Division pi ivNater Quality
Co een H. Sullins
January 26, 2010
CERTIFIED MAIL: 7008 1300 0001 1492 3641
RETURN RECEIPT REQUESTED
Venture Property Group, LLC
Attn: James Maynor
PO Box 1359
Pembroke, NC 28372
SUBJECT: Post -Construction Stormwater Notification (HQW/ORW)
Township Developers, LLC
Robeson County
Dear Mr.Maynor:
Gca Frc_enc,l
i)ec C.a "v
Our office has received a copy of the Financial Responsibility/Ownership Form (FR/O) from the Division
of Land Resources, Land Quality Section for the Township Developers, LLC project to be located in Robeson
County. Based on project location information provided on the FR/O, we have determined that the project is
subject to a State Stormwater Management Permit for development activities within one mile of and draining to
High Quality Waters (HOW).
Please be advised that construction of any built -upon areas prior to issuance of a State
Stormwater Management Permit will be considered a violation of the NC Administrative Codes and could
result in the assessment of civil penalties of up to $25,000 per day, per violation. The Stale Stormwater
Management Permit is in addition to the NPDES Stormwater General Permit (NCG010000) received for
construction activities. For more information and to obtain the application and applicable supplement forms,
please visit: http:Hwww.ncwaterquality.ore/su/state_sw.htm.
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
Michael Lawy
Environmental Specialist
cc: Robeson County Zoning & Planning Department, PO Box 1284, Lumberton, NC 28359
FRO -Surface Water Protection
FRO -Land Quality
oci 22Git .1 c. '. I rl r- rp, i ['101!P car IL,. 3G1
30L,FnTr c,.✓-Pc-Jrl7, Cusnrn.:r.rv,cc. b i-,i23oNa
, d. w .ncwateraualltvorg
On:
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■ Complete items 1, 2, and 3. Also complete A. Signature
Item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse X k -c
so that we can return the card to you. Racelved by
■ Attach this card to the back of the mailpi ,
or on the front if space permits.
1. Article Addressed to:
VENTURE PROPERTY Gf
AT'IN: JAMESMAYNOR
FO BOX 1359
PEMBROKE, NC 28372
❑ Agaht
!�. ❑ Addressee
Name) C. Date of Delivery
�-j I ill,
different from item 1? ❑ YeJs
iry address below: ❑ No
3. SdFAca Type
O CeAd Mall ❑ Express Mall
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yea
21 7008 1300'0001 1492 3641
PS Form 3811, February 2004 Domestic Return Receipt 10259a-02-10-1Sae

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM a ,
j SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed,and„ approved_by,.th_e�,__._.._
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name Township Developers LLC
2. Location of land -disturbing activity: County Robeson City or Township Pembroke
Highway/Street 94 Three Hunts Road Latitude 34 38'49.55"N Longitude 79 1012.29"W
3Y 6Y?1663
3. Approximate date land -disturbing activity will commence: November/December 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 4.15 acres
6. Amount of fee enclosed: $ 325.00 . The application fee of $65.00 per acre (rounded up to the next
acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed x
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name James Maynor E-mail Address
-j"
Telephone [phone] Cell # Fax # k 1
i
9. Landowner(s) of Record (attach accompanied page to list additional owners):
Venture Properties Group. LLC 910-521-8013
Name Telephone Fax Number
P.O. Box 1359 763 Comtech Drive
Current Mailing Address Current Street Address
Pembroke NC 28372 Pembroke NC 28372
City State Zip City State Zip
10. Deed Book No. 1674 Page No. 809 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a'
comprehensive list of all responsible parties on an attached sheet):
Venture Property Group LLC
Name E-mail Address
P.O. Box 1359 763 Comtech Drive
Current Mailing Address Current Street Address
Pembroke NC 28372 Pembroke NC 28372
City State Zip City State Zip
Telephone [phone] Fax Number
�r-?

(a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
City State Zip
E-mail Address
Current Street Address
City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
James Mavnor
Type or print name
�-
§�(gnature
Owner/Partner
Title or Authority
Date
I, & 6CCO-L A �<r� a Notary Public of the County of L76 h e5orti
State of North Carolina, hereby certify that Tt tne5 1q1j 4 r1o✓ appeared personally before
me this day and being duly sworn acknowledged that the abovt/ form was executed by him.
Witness my hand and notarial seal, this day of 20 0
S�
Notary
Seal
My commission expires—ati-,�C)/Z:

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