SW6100704_COMPLIANCE_20100727

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW OG
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
//k 7�
YYYYMMDD

Lawyer, Mike
From: Tom Wanko [[e-mail]]
Sent: Tuesday, July 27, 2010/10:26 AM
To: Lawyer, Mike
Cc: Tom Goodwin
Subject: Pine Needles Country Club
Attachments: Revised SWM Permit Application.PDF; Deed Book 192 Page 491.PDF; SP0917 SWM Pond
Drainage Map DA-3.pdf, Response to Comments.PDF
Follow Up Flag: Follow up
Flag Status: Flagged
Mike,
Per your email dated July 23, 2010 to Tom Goodwin, HUA has provided a response letter, revised Stormwater
Management Permit Application, a copy of the current property deed and a revised SWM pond drainage area map in PDF
format.
If there is any other information you need feel free to send and email or call our office at [phone].
Thank You,
Tom Wanko

Hobbs Upchurch Associates
e.r.ym?qi mq I pl,anninq I ,urv?yir;ii
Mike Lawyer
NCDENR — Division of Water Quality
Fayetteville Regional Office
225 Green Street, Suite 714 1 Systel Bldg.
Fayetteville, NC 28301
RE: Pine Needles Country Club
Stormwater Management Permit Application
HUA No.SP0917
Response to NCDFNR (Division of Water Quality) comment a -mail dated July 23, 2010
1. Page 1, Item 11. 2: Project marked as Low Density, but proposing 21.66% impervious,
which is High Density under the HQW rules (>12%); please correctly indicate project
type as High Density.
Project has been changer/ to High Density, See SWM Permit Application.
2. Page 2, Item 111, la: Please provide the signing official's title, the application must be
signed by a Vice President or higher of the organization or an original signed letter from
the Vice President or higher granting signature authority to Kelly Miller can be
submitted.
Kelly Miller is President of'Pine Needles Country Club, See SWU PermitApplication.
3. Page 2Atem 111, Ic & 2: It appears as though the Applicant (Pine Needles Country Club)
is also the property owner; Item I c should be marked accordingly and Item 2 skipped.
Item lc has been appropriately checked, See SW31 Permit Application.
4. Page 3. Item W, 9: Shows only I drainage area, however there are 2 BMPs proposed for
2 separate drainage areas; please correctly identify the number of drainage areas.
The drainage areas have been revised to include 2 areas, See SIV-11 PenaitApplication.
i''oi-C92 5616 1 FS1q.Sf;2 Y34Z ; 300 SW BROAD SZTRh.f-`,' 'i SOU-1IIF.RN PINTS_ NC 2838'1 1 V.VAV 40613SUPCH U RCH. COM
SUPERIOR PERFORMANCE THRQUGH INNOVATIVE. DESIGN

5. Page a,. Item IV, 10 ('drainage area table): Table indicates only I drainage area and it
appears as though the areas and amounts of 13UA per drainage area have been combined;
please correctly separate the drainage area, proposed impervious area, and breakdown of
BUA by buildings, streets, etc. for each of the 2 drainage areas; also the amount of
existing BUA plus proposed BUA does not match the total, please clarify.
Drainage areas have been corrected and separated, See SWtN Permit Application and
Area Map DA-3.
6. Page 5, Item VI, 10: Please provide copy of the current property deed as indicated
A copy of the current property deed is encloser!
Bio-Retention Cell Supplement, page 2: there are two items marked 'N' that refer to the
requirement for excess flow to be evenly distributed through a vegetated titter; please
revise or provide justification.
Both Bio-Retention Ponds have been designed to hold the storage volume for the 10-
j:earstoro with 0.0 CFS outflow. See calculations.
Please review the attached, if you have any questions or need any additional information
please feel free to contact me at this office.
Sincerely,
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Thomas K. Goodwin, P.E.
Division Manager

510 USG ONLY L,..
;, ..
[)lie fee !ivied
Fee Paid
I'ennit:\umber
o
s
-7
Applicable Rules: EJ Coasta S W - 1995 ❑ Coastal SW - 2008 ❑ Ph ll - Post Construction
(select all that alrldy) O Non -Coastal SW- FIQW/ORW Waters O
Universal Stormwater Ylenagentent t'lan
u Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
1. GENERAL INFORMATION
1. Project Nana (subdivision, facility, or establishment name - should be. consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Pine Needles Country Club
2. Location of Project (stre(-t address):
City:Southern Pines County:NC Zip:28387
3. Directions to project (from nearest major intersection):
From the Intersection of U.S. 1-Iw-y 1 and Midland Road Po west northwest along Midland Road for 0.5 miles,
to rn right on Ridge Road project is on the left
4. L.atitudc:35011' 46" N Longihide:-79' 23' 34" W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ®Nero ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: []Not Started []PartiallyCompleted* ❑ Completed` `provide a designer's Lerlijration
2. Specify the type of project (check one):
❑L,rnv Density High Density ❑Drains to an Offsite Stormwater System ❑Other
3. if this application is being .submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stornwater project number, if
assigned, and the previous name of the project, if different Chan currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA .Major Sedimentation/Erosion Control: 3.6 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b. if any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit: _
FonnSWU-101 Vcrsinn07Jun2010 Page 101,0

Ili. CONTACT INFORMATION
La. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
desibmated government official, individual, etc. who owns the project):
Applicant/Organization:Pine Needles Country Chub
Signing Official & TitleXelly Miller President
b.Contact information for person listed in itemla above:
Street Address:P O Box 88
Citv:Southem Pines State:NC Zip:28387
,failing Address (ifapplicabie):
City: State:
Phone: (910 ) 692-7111 Fax:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (.Skip to Contact Information, item 3a)
Lessee* (Attach a copy of the lease agreement and complete. Contact Information, item 2a and 2b below)
Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (']'his is the
person who owns the property that the project is located on):
Property Owner/Organization:
Sibming Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( 1
Finail:
State:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the Project:
Other Contact Person/Organization:
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing
City:
Phone:
Stag
Fax
Form S WU-101 Version 07Jun2010 Page 2 of 7

4. Local jurisdiction for building permits: Torn of Southern Pines
Point of Cori tact: 6rent Lo:kamy
IV. PROJECT INFORMATION
Phone #: (910 ) 692-1983 -
1. In the space provided below, briefly summarize how the storm woter runoff will be freated.
Stormwater run-off will be treated with two (2) hioretention basins
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.lf claiming vested rights, identify the regulation(s) the, project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ I h 11 - Post Construction
3. Stormwater runoff from this project: drains to the Cape Fear River basin.
4. 'rota[ Property Area: 10.02 acres 5. Total Coastal Wetlands Area: t1cres
6. Total Surface Water Area: acres
7. 'Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) ="Total Project
.Area` 10.62 acres
'Fatal project area shall he calculated to e.rchede the firlloevin the normal pool of impomuled etruchrres, the nren
betmt the banks of streams and rivers, the nren 11 za the Normal High Wafer (r\'NG1-j line vr,Llmm High Water
(MI M,) line, muf constrtl raetlnnds Imulnrrvd %rem IIIe NHtV (or MHW)line. The resultant p{roject area is used to
cnlculnte overall percent built upon area (11UA). Noae-coastal v!etlnuls Inndeonrd r f flue NHW (or MHIb) line ntay
M: inelnded iu the total project area.
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 21.66 %
9. How many drainage areas does the project have?2 (For high density, count 1 fir each proposed engineered
stornnonter MIR For loin density and other projects, use 'I fur 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 formal as below.
Form SWU-101 Version 07Jun2010 Page 3 of7

Basiii.hiforma6 in
Drauta e Area A'
llraiiia e Area'$
Drama"e Area
`.Drains a rea >I
Receiving Stream Name
blcDeeds Creek
M11cDeeds Creek
Strearn Class *
WSIII;FIQW-.@
WSIIi;19QW:O
Stream index Number
18-23-IIA
18-23-11 4
Total Drainage Area (sf)
25,199
9,771
011-site Drainage Area (sf)
25,199
9,771
Off -site Drainage Area (st)
0
0
i'ro osed Im )ervious Are.,, st
1.6,072
6,34.1
o Im lervious :\rea'* total
63.8
64.9
[ii `rvious"':Surface 1rua :
:[gains e A_ iea A
; D,raiiia e Area.B.'
Drama Oe Arca _;
iViiina e`. Aiea
On -site Buildings/Lots (sf)
0
0
On -site Streets (sf)
0
0
On -site Parkin (so
10,701
5,445
On -site Sidewalks (sO
1,609
899
Other on -site (so
0
0
Future (sf)
3,762
0
Off -site (sf)
0
0
Existing BUA*** (st)
0
0
Total (sf):
16,072
6,344
* Stream Class mitt hide. Niiunber cant fie deterauiried at: irons
*» 6n}}7cr pious area is defined as file built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount 4existing BUA that will retnai❑ after denelopiaent. Do not report any existing BUA that
is to be rewtoved and which will be replacer) by new 131,1/1.
It. Flow was the off -site inipervious area listed above determined? Provide documentation. Computer
See Map DA-5 in calculation book
Projects in Union County: Contact DIPO Central Office sta/Jm check if the project is located mithin it 7loeatened S
Endangered Species icaterxhed that inav be subject to more stringent stoi?mvatei requii enients as per NC.I C 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stonuwater management permit supplement and operation and maintenance (O&M) forms
Hurst be submitted for each BMI'specified for this project. 'rhe latest versions of the forms can be downloaded
from ht111_L oV rIilntdonco, Liveb/wq/wslsu/bnlp-illanual.
V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from'//portaLncdenr.orf;/web/wq/wsisu/statcrslr/forms dens. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at hit s: / ortal.ncdenr.orlt/web/ laq hvsl su i maps.)
Please indicate that the following required information have been provided by inifialin>; in the space provided
for each item. All original documents MUSTbe signed and initialed in blue ink. Download the latest versions
for each submitted application package from httn:/% irtal.nalenr.or> web'wq[}vstsu/sLltesw/forms cities.
Initials
1. Origivat and one copy of the Storrnwater IN4anagement Permit Application Form. ✓
2. Original atul fate copy of the signed and notarized Deed Restrictions & Protective Covenants N
Forni. (ifrequired as per part Vii belva,)
3. Original of the applicable Supplement Form(s) (sealed, signed and ctah:d) and 0&\1
agreement(s) for each BD4P. l/
4. Pernitt application processing fee of 5505 payable to NCDENIZ. (For an Express review, refer to
http://www.envhely.orgi popes/onestoxpress,html for information on the Express program
and the associated fees. Contactthe appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07.1un'_010 Page of'7

S. A detailed narrative (one to two pages) describing the storm %vaJet treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within V2 mile of the site boundarv, include the 4i
mile radius on the map.
7. Sealed, signed and datucl calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & date(), including:
a. Development/Project name.
b. Engineer and firm.
c_ Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the NIHW or NHW line of tidal
waters, and any coastal wetlands landward of the N41-IW or NJ AV lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streonns or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j, Site Layout with all IIUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in, Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. provide documentation of qualifications and identify the person who
made tine determination on the plans.
it. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate dlKnmCnt).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SMI/T elevations (111ease identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x I 1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BNips, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WIRO: Schedule a site visitfin- MVQ to aerifij the SH11VT prior
to sulonittnl, [phone])
10. A copy of the most current property deed. Deed book: 192 Page No: 491 _
IL I -or corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http'//wrvw sL,ci-ebnrV state nc usZCorporatiot,s/CSearcii.asp\
Vil. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparceis, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sires vary significantly or the proposed
BUA allocations vary, It table listing each lot number, lot size, and fit(! allowable built -upon area must be provided
as an attachutent to the completed and notarized deed restriction form. The appropriate deed restrictions and
Protective covenants forms can be downloaded from
htt /�ortal.nedenr.ory veb 'wq/ws; su/stateswj hums does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign tine deed restrictions and protective covenants forum while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence front the NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Iun3ol0 Page 5 of

STATE OP IMTR CANOLItIA .
COURry, OF MOIXtE
i
THIS..DEED, ends this 17 day of May , 1954 by PATU= DEMCPMMT
MIPANY, a corporation duly organiaed and avisting,underthe laws of the. State of .
'North Carolina, with its principal office 1. in,MOpre Couty,. North Go.miles; party
of thelifirstpart, to PINE NEEDLES COUNTRY CLUB, INC., also a corporation duly .,
I
organiied.and cxiating under the laws of the State of North Camlina,,with .its
principal office in Southern Pines, Moore County, North Carolina„party of the
aecondlpart, .
WITIMBSEfH: That the mid Patuxent ➢evelopmat Company, in consideration
of One'Hundred Dollars ($100.00) and other good and valuable considerations to it
paid by the said Pine Needle.p Country Club, Inc., the recelpt of which in hereby
acknowledged, has bargained and sold, and by these presents does bargain, sell
and convey unto the said Pine. Needles Country Club, Inc., and itssucceasoro and
i
assign!, certain lots and parcels of land located in McHeills Township, Moore
-:rsr•t
County; North Carolina, and being a pert of the land known as the Von Herff land,
_
conveyed by Page Trust Canpanv, Tmatma to Nrwllwood, Incorporated, an June 24,
1920, And recorded on July 29, 1920, in the office of the Register of Deeds for
1
. MOem Cocnty,inDeed Book 7% at', page 379, and being more particularly,deacribed
ea f011mm,. a
TBAcr ISO. li r ., •i:
_.?BegLniing of a concrete nonumentlin the northerly It.. of Midland Road (120 feat
wide), ant the point of the intersection cone (radius 32.09 feet). between said ,
S northerly line at Midland ftosa, and the southeasterly lint of Grove. Drive (100 1::-:, y
feet wide at this Point), being also a. comer of. Lot Ito. 11 running thence as '
mid northerly.line of Midland Road, S: 75a521 E. along the southerly boundary.
of Lots nos, 1 to 22, inclusive, i 1406.91 feet do a concrete eom Bent at the Paint
�,:•
of the dntemecting curve between the said northerly line. of Midland Hand, and
the southwesterly line of Ridge Road (60 feet wide), being nleo a comer of Lot
No. 22; thence as void intersecting curve whose central angle is ino00',, and
when long chord beam north 62.381'E. 59.91 feet to a_concroto momsnent at the
and of man aid intersecting. curve, other comer of Lot No, 221..thence .as said line
of said. lot, and with the southwesterly line of Ridge Road, N. 21.08- E. 80,17
3�,`
feet to.a point of curve of saidlRidge Redd; thence a. said tune, whose radius .
.-is 205.43 fact,, and whose long chord bears N.-27.22•'W. along the lines of Lots.
Non. 22, 21 end49, 310.03'ifeot to the paint of tangent of said aurae, in the line
tk
r
of Let No. 191 thence N. ]4. 12� W.creasing thelnLerevetion of, said Ridge Road
and Hillside Road, 172.56 feat to the cmanon comer of. Lots Noe. 47 and 49,..in the
.
northerly line of the said Hillside Road; thence as the. Manion lineof said Lots.,:'
f ., -.;•
Woe. 47. and.49 N. 12.591 W. 180:98 feet to their eomm�n comer in the southerly
f `,
,yp
lino ofLot", ncannonNo 46i thence as the coon line of Lots Noo! 46 and 47, 9._75.38�
ease ! •-• fF,!i
a n
* r
he:•
,
J

W. 49.17 feet to the ce;nmn corner of'. Lots Noe.'44,.46 and 47p'.thence ao the
-.eaamn line of Lots Nov. 4i. and 46; Ii: 07.11' W. 175. feet to their.'coamoon comer,
in the%aoutharly line Of Dogwood Rom{. thence' along: the tome of cold line of 17ogwcod. Road, whoso'radius le 576.42 fast. and whose'wb-chord bsnra A. B6•ll' W
. 214.044eot, past the Monona Corner of Lot, Nov.: 42'and 44, to -the Point of Lan 'cent of said curve? Chance as the motherly ar;Methwesterly'line of Said: Dogwood r ' 'goad,.N.;75°29'-W. along,the lines of Lots NOa.'37 and 40, and the so -tailed
Vista, 456.5feat to the point of � intersecting curve of acid Grove Drive and, said
Road,Dogwood thence as said intersectingcurve, whose central angle is S3.30',
and wn000.long chord bears S. 62.46, W. 72.50 feel to its 'point 'of tangent;. in .the
'aaeteriy line of said Grow Drive (which at thias as pilot in 60 fast wide){ thence
" which!is L794r9yfeeEVOf Grew
With DherlinM,t. of Lottarl 361 along
it,
m m j the
radius of
the pelnt of tangent of said come; in the said line of Grove 'Driro .1th ncafeetns said no of GCere Drive, and With[Mid Let No. 36, southwester a c
67 feet to the'polnt.of' the intersecting Curve. between the mid Grove
PPro telY
Ridge Rom= thence ae. the sub -tangent of said interactOrova Drive and
. &teri,4,l apprortlmntely 150 feet to a point dn. the .but-tt� come, m' Muth -
intersecting tangs of the southerly
g eaT40 between the said Grove Drive and Ridge. Road{ ,thence as said
b-tangem, S. 60°25' W., apprcxLmtely 62 lest to the point of curve'in the
'eouths¢ateno 11ns of Crave Drive (whlch.et this: point is 100 feet wide); thence
° as said line of Crova.Orivq S. 60.25' W. 306.78 fast to the point of tangent: of
.''.' the tint named intersecting curve between the said Grove Drive and ;lidlam'Aoedl
thence'm, said intersecting curve, -hose radius is 32.09'feety and whose long chord
.f"bears Se 07.43'. H. 59.56 feet'to the point.ef beginning, Being axtl c�rielag all
Of the following a
. ILota 'Nos. 1 to 22 both Snclusivel
Lots Nov. 36 to 45, hot inclusive: and
.I Lot Roo 47,'._
'tegather with the an -called Vistp 300.foot:Witle, 'extent '4 r '�
of Bald nave Drive and Ridge Road,inortheaeterly_ to,;0ogwt btl. Ro�edand including ,. 4 also, 'aWthose aortic". „r *� _ ,. e.. __...,.. -
SstoretY iade'ta a
ant
:'sew oi, am also reference IS. hereby,=de' to; a' oertaln - _ .. - �" .� "
Plus Reed�pa 1'raperty. t:oora GountY: Ii..C. Pab:-ll; 1927-W;entitled, '"pep of. the
.Dove, Engrs." said ming'Johnson ti Nail N
DowLy in AOOR cap being filed in theOffice. of, the Register. of'Deede. of N_oore
of laps 0.-2A Page 57 + - y
.:thCr NO. d2:41 r ( { SN (r •.'. •�.:' .:�; t ..
r HntTfR:INO'11 the northerly line of Dogvood Awed' at n yolnL N OTll' W 60 feet Prom
the Common crornor of Leta Noe 44 and 46, as described in Tract Rev 1 of thia'comey-
..A;snce{ nrnninrtthence as tha'otzv .P said Dogwoed: Road; the. radius Of which is;516 42
,fedE, f thheeead ly,of.Bapproxlmataly 1d0. feat to a cb'nar oP Lot NC;;83,'on the.north
lde:ot thehead of.Heelp'e.Spring Brooch/ being el so; the point of.tnhgent. of said f � carve) f =pe as weld lino of Dogwood Road, N. 6T 31!'H. to.svi pabt tha'tav®on ..
orner at Lots Noe.'83 and 84;109.22 teet'ta the point of soother at thole oald', -'line of Dogwood Rom, whose radius' is' 679.4 feit, ,,and'Na to chord'of w'ofhlrir bears ' 'p:'88°29' H. 595.64'feet, along the linen of Lot-, Neu. 84,,6 j 86, gTana gg to e '. peLiL. of Compound curve of said lift: of Degwwd Road, In the: litre of'Lot.Ao.'. 891 ' thenc9 an the following curve of aaid'line. of Dogwood Boad,'.the radius CP rhSN Se
colut caaL{ and Cbe;hng ohtvd."..- - beare'D:_54!29'' E; 195.50 feet to:anather
of. Lo
91 and
l 1 �� . 7z•

r.
i
Bic, ,;"`•cF$S�T"
Lot No. 91, North 49-33+'E. 210:00 test to the northeast career of geld Lot No
,. 91, at the edge of th6, Golf Course Reservation; thongs on a lino of it, and with
the line of Lots Nos. 91, 90 and 69, N: 57.54' 'd. 400.86 fast to the conncon corner '
of Lots Floe, 89 and gg; these. 1. the line of Lot No. 88, and with the aforesaid
reserdaLdan, epPenxLsately M.-62.50' W. 157.55 feet,.Eo the seamen corner of Lots.
lion• 88 and 87; thence as a line of Lot No. 87 and 86 and with the aforeMid .
reaerratlen; approximately' S: 88*45' W. 286.34 feet to the consum corner of Lots
Nos. 86 and 115; thence as a line of Lot No. 85, and with the aforesaid resereatian;_:,` •
aperoiicately 9..81:15' W-136.68 feet to the common corner of Lots ties. 85 and, 84;
thence as a line of Lot Do. 84, approximately. S. 65.45' W. 138.11 feet to the neuron
corner, of Lots Nos. 84 and 0; thence as the line of Lot No, 83, and with the afore-
said :eoervetion, approximately S. 6D'45' 'd. 218.00 fact to the northwest corner of
Lot i:o. 831 thence as a new line, approximately S, 09400' E, approximately 100 feet.
+: to the, point of beginning. Being and corprising all of Lots kiss. 83 to 91, both
Inclusive, togetber with a mcall triangular plat of land lying ecathweet of Lot No.
,03 an� earth of.Dogwoed Road, and abutting on both. Particular reference Is hereby
made to a certain ®p entitled: "Knollwood Heights, a division of Knollwood, Eager
1 poretea, Moore County, North Carolina, and drawn by W. 1. Johnsen, Jr.. C. E.
Saptambar, 1927", .said gap being filed in the office of the Register of Deeds of
F'eore County in Hook k, Section 1, Page 5; and likewise reference. is hereby made .
to a certain map: entitled: ^Hap of Pine Needles Property, Hoore Count, N. C. Feb.
11, 1927, W. Lrving J¢Mlen and Nell H. Dow, thgrs.", mid nap being filed In the
offica,ef the Reginter of Deeds of Moore County in Book of Papa 2A page $7.
rIN all of Lots 'os. 257"and 258, as oboes on a MP entitled: "Knollwood Heights
+ a divibion of Knollwood, Incorporated, "sore County, North Carelion, and drawn by. ,. c
" N. 1. Johnson,. Jr. C. E..Septmebor, 1927." said asp being. filed in.tlfe office of 11;
the Register of Deeds of ;:ooro County, in Book of Bap No. 1, Section 1, Page 5;
' and likewise.shvwn on s map entitled: ^gap of Pine Needlea Property, Moore County,', t' �e
,.,.._. !t.'C. Feb, 1.1, 1927, W. Irving Johnson and !loll M. Dow, Engrg.", ¢aid map being
filed in the office of the.Regiater of Deeds of Hoore County in gook of Kap 2A;
Page 57 said lots being located on Beaver Dan Road and Just "at of the llth Tea
of th. Plno Needles Gaff :Courso.l
Tug ccnveynnce is subject to an assonant execated by Patuxent UsvelapmenL ..
,+ x 11 Cpspany to the Central' Carolina Telephone Company,; and whichin recorded in the
Pub 110 recerda of Moors County;Rorth'Carolina, im Book 128,E at page 559; and also F;I'.
J'
't to an additionalt meement by Patuxent llevelopment, Co�aly tor
tha Carolina. Power Crt
t Light. Comoany an pay 16,'1928, and recorded in the office of the Regiater 'of Dsede -
Lt{� a - of Years Ccuuity,' ZTorth terolina; in Book 3.05, it papa 29
. TO NAPE AND TO HOLD the aforesaid lots ar parcels of lent, aitlell prlvi
loge* and appurtenanoen thereto "aging
a to St,'.the said +` 4inH .� party of the setand part
and its . euaaeeesra and eeetgnefar over ii• Q,F-
.v' t '1T IB DISfIFICTLY. Ui1DERST00D that the party of the'fir*t part shall'be
'r responsible for, and an I -
ap pay and discharge all the taxes due:to Nnors County and
t
.. ., _. .,.."t to Hnoliwsod ri 3anit¢rv.DiataE. tea th n t. Pnlia+l h: 'moo tn.a .::,d.'s au .a
Eho.Eaxeni, for,the �regaining eight
of •tti. year 1954;, and P
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POST -MITIGATION Hobbs, Upchurch d Associates, P.A`"t
a P PINE NEEDLES COUNTRY CLUB POST -DEVELOPED �� co,.ny ex snnaa a Imd w.v. -\,
w�' x a•••+•+^ti.+�M•++ COMPUTATION I DRAINAGE �^A4" R" �" �,
AREA MAP •...: nn.-"`" mnm-,w 'V,sE�'`•

Lawyer, Mike
From:
Lawyer, Mike
Sent:
Friday, July 23, 2010 10:58 AM
To:
'[e-mail]'
Subject:
Pine Needles Country Club
Tom,
Thanks for speaking with me today regarding the stormwater management permit application for the subject project. As
discussed, there are a few items that must be addressed prior to continuing my review of the application package. I have
outlined these items below.
-page 1, Item II, 2: project marked as Low Density, but proposing 21.66% impervious, which is High Density under the
HQW rules (>12%); please correctly indicate project type as High Density
-page 2, Item III, 1a: please provide the signing official's title, the application must be signed by a Vice President or
higher of the organization or an original signed letter from the Vice President or higher granting signature authority to
Kelly Miller can be submitted
-page 2, Item III, 1c & 2: it appears as though the Applicant (Pine Needles Country Club) is also the property owner; Item
is should be marked accordingly and Item 2 skipped
-page 3, Item IV, 9: shows only 1 drainage area, however there are 2 BMPs proposed for 2 separate drainage areas;
please correctly identify the number of drainage areas
-page 4, Item IV, 10 (drainage area table): table indicates only 1 drainage area and it appears as though the areas and
amounts of BUA per drainage area have been combined; please correctly separate the drainage area, proposed
impervious area, and breakdown of BUA by buildings, streets, etc. for each of the 2 drainage areas; also the amount of
existing BUA plus proposed BUA does not match the total, please clarify
-page 5, Item VI, 10: please provide copy of the current property deed as indicated
-Bio-Retention Cell Supplement, page 2: there are two items marked 'N' that refer to the requirement for excess flow to
be evenly distributed through a vegetated filter; please revise or provide justification
Please provide this requested additional information/revisions by August 23, 2010. Failure to provide this information by
this date will result in the application package being returned, which will require re -submittal including the appropriate
processing fee. If you need additional time to provide the requested information, you must request an extension and
indicate a reasonable amount of time it will take to submit the information. Be advised that the above requested
information is as a result of a preliminary review of the application package. Upon receipt of this requested information
and further review, additional information or revisions may be necessary prior to permit issuance.
If you have any questions or concerns, please contact me.
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)

REVISIONS
SYM. DESCRIPTION DATE BY
Ni
V
Area "A" C—Factor (CF)
Cromage Area — 198,206 S.F. — 4.55 Acres
Cover Description CF Area (S.F.) i
Impervious Area 0.9 66,881 a c 3
Lawns, Soils. Vegetation 0.3 131,325 N a ^ n ry
Percent Impervious — 34% w ra I? X
CF (Weighted) — 0.]4a09+((1-0.34)(0.3)=0.50
is
10 Year Peak Discharge to o
0,e = CA to
SCAte: 1' = 30' 0,e = (0.50)(8.0)(4.55) ¢ v c a C
--_� _ 30' u 15' 30' so' Q10 — 18.20 CFS
`\`\ \ \ (O,a Intensity eased an TC = 5 minutes) 2 S
\ \ 1 i� V a u
_�
IN,
cq
IN
IN
IN
♦♦ //; ;/ +/ +/ /1(r'/'1` \\ _ \ Pre -Developed Drainage Area _ C7
♦ (� `--r/%ii�//!i+/// lr�r�ii'+\ _\_ \\ \, \ �� \ `\ `� `\ ( ,^I \\mot l 4.55Acres\ �i;;'`�_ 2_
,♦ - - i it+ii� �� iil 'L/\\��� _ __ —_— It
198,206 S.F. t i W Q
w W
♦♦ �,/�//+////1;�' Impervious Surface Area �-' — Q Q
w
♦ ~
66,881 S.F.% CL O
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CD
------
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\' \ Impervious Surface Area
"""'" ♦,'� \\�\\`\\ �15,563 S.F.
Lu
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OArea "B" C—Factor (CF) Z
Pre -Developed Drainage Area , 100 Drainage Area - 40,532 S.F. - 0.93 Acres w
♦ \ '0.93 Acres`\ . I cover Description Z
♦ 40,532 S.F. _ _ ♦ Imperv,aaCIF Area (S.F.) a
e Area Ds 1rea
Lmi
_563
Percent Slmmperviomi a- 38% 0.3 24.969 m, APRIL tom
CF (Weighted) - a38.0.9+((I-a38)(a3)=a53 ance. TfYI
_ 10 Year Peak Discharge TTW
_ 0„ = CA NG
(3.94 US
0)) di
DIDrn.e. -30
_ (0,a Intensity Based on TC = 5 minutes) DA-1

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REVISIONS
SYN. OESWIPtION GALE
SCAte: 1- - 30' Area "A" C—Factor (CF)
30' 0 15' 30' 60'
Drainage area — 193,903 5 F. — 4.45 Acres
— — cover Description LF Area (sS.,
Impervawnsi of Area 0.3 113.18
Lana, Soils, Vegetation 0.3 113 181
Percent Impervious — 42R
eF (imt'l ea) - 0.- 42%((-0.4z)(o.3)=oss
_ 10 Year Peak Discharge
0ic — CIA
0 = (0.55)(8a)(4 e5)
Qm rt 19.58 US
na¢,
\ ss (o,o mtearced on rc = s minutes)
♦ �.
( ,i
♦ '' rryyJi' i�Ji�i,'
I
c
loped Drainage Area,��
4.45 Acres,
93,903 S.F.
ous Surface Area
s0,722 s.F� �- \
Impervious Surface Area,
21,409 S. F.
? Post -Developed Drainage Area'\ Area "B" C—Factor (CF)
♦ Area 1.03 Acres 00 O Drainage Area — 45.017 S.F. — 1.03 Acres
45,017 S.F. \ ♦ cover Description
to Impervi.ua Are. CF Area (S.F.)
Soils. Vs,stati.n 0.9 21,409
Iiiiiir0.3 23.608
1 _ _ - Percent Impervious — 49%
CF (WeryM1ted) — 0.49r0.94((1-0.49)(0.3)=0.59
10 Year Peak Discharge
o„ - cu
o„ = (0.59)(s0)(l.03)
Did = 4.86 US
(ass Intensity Based an TC = 5 minutes)
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1 sym. 1 DESCRIPTION DATE BY
J I/ Area "A" C—Factor (CF) Area "At" C—Factor (CF)
SCALE: I' = 30' Drainage Area — 168,704 S.F. — 3.82 Acres Drainage Area — 25,199 S.F. — 0.55 A....
_ 30' 0 1530' 60' Cover Description CF Area (S.F.) Cover Description
Impervious Area 09 64.650 Impervious Area CF Area (S.F.)
Lawns, Soils, Vegetation 0.3 104,054 _awns, Soils, Vegetation 09 16.022
Percent Impervious — 38% Percent Impervious — 64% 0.3 9.122
CF (weighted) — 0.39.0.9+((I-0.38)(0.3)=0.53 CF (weighted) — 0.64.0s+((1—a64)(0.3)=0s8
10 Year Peak Discharge 10 Year Peak Discharge
O,a — CIA Qa - CIA
0,a = (0.53)(eo)(3.87) Qa = (0,68)(80)(058)
0,0 = 16.41 US Dip = 3.16 US
Intensity eased on TC 5 minutes) (0o Intensity Based an TC = 5 minutes)
0.0 US Outflow — See Infiltration Calcs
��.11111M�� r_1
4\
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RON"' it
s Surface Area
S.F
i
Post -Developed Drainage
�yAyrreea 0.22 Acres
t A �.-M S.F.'
Impervious Surface Area ! p I
> 6,344 S.F.Y
Impervious Surface Area
- ' \ 115,082 S.F.'
Post -Developed Drainage Area'\ �O
—Area 0.81 Acres ♦ 3
♦, 35,246 S.F. `` 00 ♦ O
06 ,Novo
r B" ctor (CF)
Drainage Area — 35.246 SF. — 0.81 Acres
Cover Description CF Area (S.F.)
Impervious Area 0.9 15,082
Lams, Sails, Vegetation 0.3 20,164
Percent Impervious — 43%
CF (Weighted) — 0.43.0.9+((I-0.43)(0.3)=0.56
10 Year Peak Discharge
0,a = CIA
0,a = (0.56)(8.0)(0.81)
2p idlanRdigh [ O,p = 3.63 US"ubli t (0,Intensity Based on TC — 5 minutes)
Area "137" C—Factor (CF)
Drainage Areo — 9,221 S.F. — 0.22 Acres
Cover Description CF Area (S.F.)
Impervious Area os 6.344
Lawns. Soils, Vegetation 0.3 3,427
Percent Impervious — 65%.
CF (Walghted) — 0.65.0.9+((1-0.65)(0.3)-0.69
10 Year Peak Discharge
O,a — CIA
0,a = (0.69)(B.0)(c22)
D,p = 1.21 US
(as Intensity Based on TC = 5 minutes)
:FS Outflow — See Infiltration CDC
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SCALE: 1" = 2000'
2000' 0 1000' 2000' 4000'
DESCRIPTION;
PINE NEEDLES COUNTRY CLUB USGS MAP
SOUTHERN PINES, NORTH CAROLINA DRAWING SCALE: DESIGNED DRAWN BY
1qj Hobbs, Upchurch & Associates, P.A. 1 "-2000' TFW TFW
Consulting Engineers, Surveyors & Land Planners DRAWING SET NO.: SHEET OF
Southern Pines, North Carolina 28387
300 Sm Shod Street, Southern Pines, Norm Cororno 23387 ISSUE DATE:
Phone: [phone] - Fo, [phone] 1 05/03/ 10
HOBBS. UPCHURCH & 0550C. H\MC0602\800\810-CO\ADDENDUM\MD CN-2.OWC EpiED V. FOW DATE: Mm2w7 SC..E: 1'-t

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o PINE NEEDLES COUNTRY CLUB SOIL MAP Consulting Engineers, Surve}rors &Land Planners
SOULMERN PINES, NORTHCAROUNA IN Southern Pines, North Carolina 28387
l00 SW. Breo6 Street, Snut6em Rae, NaM Unafm 16.167
P6anee. [phone] - Fur [phone]