SW8051203_Historical File_20061019

THOMAS & HUTTON ENGINEERING CO.
1144 SHINE AVENUE
POST OFFICE BOX 8000
MYRTLE BEACH, SOUTH CAROLINA 29578-8000
TELEPHONE [phone]
FAX [phone]
VIA Federal Express
October 19, 2006
Paul Bartlett
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Savannah Lakes at The Meadowlands — Phase 3
Revised Stormwater Management Application per comments
3-18660.303
Dear Ms. Lewis:
�Gb4(.-
2
On behalf of Centex, we are pleased to submit the revised Stormwater Management
Application for the referenced project. The following items are attached for your
review:
• One (1) Copy of Comments
• One (1) Cover Letter
• Two (2) sets Construction Plans — revised
• Two (2) copies of the Stormwater Report - revised
• One (1) copy Wet Detention Basin Form (3, 6, 7) — revised
• One (1) copy of engineer's certification
Please review the application, and if everything is in order, we respectfully request
NCDENR approval of the application. We appreciate your assistance with this project.
Please call if you have any questions.
Sincerely,
THOMAS & HUTTON ENGINEERING CO.
i. cvvV & qa*l t
David Gantt, P.E.
Enclosures: As listed above
E1'
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935 HOUSTON NORTHCUTT BOULEVARD • PO BOX 1522 • MOUNT PLEASANT, SC 29465-1522 • TELEPHONE [phone] • FAX [phone]

F&x f how 91_835829114
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October 13, 2006
Mr. Ken Salough, Division President
Centex Homes
2050 Corporate Center Drive, Suite 200
Myrtle Beach, SC 29577
18-13-12116 11:24 Pg : 2
Michael F. 8asiey, Governor
William Q. Rasa Jr_. Sem-o%ry
Noah Carolina Depsrmwt of Hawinoament and Natural Rasoumes
Subject: Request for Additional Information
Stormwater Project No. SWO 051203 Modification
Savannah lakes at the Meadowlands, Phase 3
Brunswick County
Dear Mr. Balough:
Alan W. Klimek, P.R. Pirector
Division of Warer QueHty
The Wilmington Regional Office received a Stormwater Management Permit Application for
Savannah Lakes at the Meadowlands. Phase 3 on October 5, 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. Please clarify the following drainage areas:
(a) For Phase 3A, Lots 84 and 65 don't appear to be included in the post,
development basin map contained in the calculations;
(b) For Ponds #3 and #3A, DA3 + DA3A = 23.78 ac per the calculations and 14.76
ac per the application;
(c) For Phase 313, Pond #6, do lots #1 - #7 drain via CI#2 to Pond #1 or to Pond #6.
2. Please clarify/expand the Narrative to state:
ON which ponds are currently built and proposed;
b Pond #3A to be expanded;
c Pond #6, Phase 1 not built (?) and is now proposed for Phase 3, and
d the lot numbers that drain to each of the 8 ponds (including #3A).
3. Please provide/add for Ponds #3 and #3A: '
(a) separate calculations and stage storage tables for the expanded Pond #3A;
(b) add Pond #3A to the forebay area and volume for Pond #3; and
(c) revise the Pond #3 supplement and calculations, accordingly and for consistency
between documents and plans.
4. Please provide the Designers Certification for Phase 1, as required by Permit No.
SWS 041119.
5. Please illustrate and label all ponds by number and as existing or proposed on the
Sheet Location Map on Sheet #2 for Phases 3A, 313, and 3C.
6. Please clarify the weir -heights and lengths for Ponds #3, #6, and V. For Pond #3, the
supplement lists 3" X 10" and the calculations and plans list 3" X 9.6". For Pond #6,
the supplement and plans list 1.5" X 7" and the calculations list 1.5" X 7.13". For Pond
#7, the supplement and plans list 11' X 12" and the plans list 11" X 15".
l°y�hC
North Carolina. Division of Wastr Quality 127 Cardinal Drive Extension Wilmington. NC 28403 Phona [phone] Cusr mm
W'hrtingtan Regional Mica ]ntetrtet: w-ww.nm awU 'w.nre Fax [phone]'
An EAuel Oppoftnity/AlIftallve Athon EM10y8r — 50% Regd@00% Post Consurpir Paper

Fax f km : 91035BZBB4 1O-13-06 11: Z4 Pg : 3
Mr. Ken Balough, Division President
October 13, 2006
Stormwater Apalication No, SW8 051203 Modification
Please note that this request for additional information is in response to a preliminary
review. The requested Information should be received by this Office prior to October
23, 2006, or the application will be returned as incomplete. -rho return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
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 143.21 5.6A.
Please reference the State assigned project number
original documents that need to be revised have been
original documents must be returned or new originals
acceptable. If you have any questions concerning this
at [phone].
Paul T. Bartlett, P.E.
Environmental Engineer
on all correspondence. Any
sent to the engineer or agent. All
must be provided. Copies anot
matter ease re feel free to call me
ENBlptb: S:1WQS1STORMWATERIADDINFO\20061051203Mod.oct06
cc: David Gantt, P.E., Thomas and Hutton Engineering Co.
Paul Bartlett

THOMAS & HUTTON ENGINEERING CO.
1144 SHINE AVENUE
POST OFFICE BOX 8000
MYRTLE BEACH, SOUTH CAROLINA 29578-8000
TELEPHONE[phone]
FAX [phone]
October 18, 2006
Mr. Paul Bartlett
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Savannah Lakes - Phase 3
J-18660.300.00
Dear Mr. Bartlett:
S
To address the comments of your review of the above -referenced project, a point -by -
point response is provided as follows:
Please clarify the following drainage areas:
a. For Phase 3A, Lots 64 and 65 don't appear to be included in the post
� develop ent basin map contained in the calculations
Pots 64 and 65 are contained in the Lake 3A basin and the OS-
1 basin as seen on Post -Development Exhibit Phase 3A. These
two areas are managed by drainage permitted and constructed
in Meadow Lands Phase 1 and ultimately discharged into Lake
3. The calculations can be found under the Post Development
section 4 "Time of Concentration" and section 5 "Curve
-�, Number Calculations" of the stormwater management report.
For Ponds #3 and #3A, DA3 + DA3A 23.:78>c per the calculations and
14.75 ac per the application
i. Referencing the Stormwater IVlanagement Permit Application
F or et Detention Basin 3 the drainage area is stated as
z, b 23.78 AC. This area is the sum of Basin 3 (9.20 AC), Basin 3A
8 , and Basin OS-1 (8.00 AC).
17
For Phase 3B, Pond #6, do Lots #1-#7 drain via CI#2 to Pond #1 r to �� �I • �
LI Pond #6. �Q`.1 �, A
i. Lots 1-7 drain to the existing Meadow Lands Trail roadway ' Z
and is routed through a pipe system to the existing Lake 1. U
2. Please clarify/expand the Narrative to state:
a. Which ponds are currently built and proposed
N:\18660\Does\Correspondence\DWQ-L-Paul Bartlett-PH3 SW Comments.doc
SAVANNAH, GEORGIA ' CHARLESTON, SOUTH CAROLINA ' WILMINGTON, NORTH CAROLINA ' BRUNSWICK, GEORGIA

See Revised Stormwater Management Report Narrative under
v "Proposed Drainage System" section
b. Po 3A to be expanded
i. See Revised Stormwater Management Report Narrative under
"Proposed Drainage System" section
cLZP nd #6, Phase 1 not built (?) and is now proposed for Phase 3
V i. See Revised Stormwater Management Report Narrative under
"Proposed Drainage System" section
d. The lot numbers that drain to each of the 8 ponds (including #3A)
pV/ i. See Revised Stormwater Management Report Narrative under
"Proposed Drainage System" section
3. lease provide/add for Ponds #3 and #3A
a. Separate calculations and stage storage tables for the expanded Pond #3A
i. Separate calculations and stage storage tables for the expanded
Pond #3A have been included.
b. Add pond #3A to the forebay area and volume for Pond #3
�-' i. Pond #3A has been added to the forebay area and volume for
Pond 3.
c. R ise the Pond #3 supplement and calculations, accordingly and, for
consistency between documents and plans.
i. Pond 3 supplement and calculations have been adjusted
accordingly.
4 lease provide the Designers Certification for Phase 1, as required by Permit No.
SW8 041119
i. See Attached Designers Certification for Phase 1
S. Please illustrate and label all ponds by number and as existing or proposed on
the Sheet Location Map on sheet #2 for Phases 3A, 3B, 3C.
i. See Revised Sheet Location Map on Sheet 2 of the Site
Development Plans
Please clarify the weir heights and lengths for Ponds #3, #6, and V. For Pond
#3, the supplement lists 3" X 10" and the calculations and plans list 3" X 9.6".
N:118660\Docs\Correspondence\DWQ-L-Paul Bartlett-PH3 SW Comments.doc

For pond #6, the supplement and plans list 1.5" x 7" and the calculations list
1.5" X 7.13". For Pond #7, the supplement and plans list 11 "x12"and the plans
list 11"X15".
i. Lake 3 — The supplement has been updated to reflect 3" X 9.6"
ii. Lake 6 — The supplement and plans have been updated to
reflect 1.5" X 7.13"
W. Lake 7 - The supplement and plans have been updated to
reflect 11" X 15"
If all comments have been sufficiently addressed, we are respectfully requesting
approval. Please let me know if you have any questions or need further information.
Sincerely,
THOMAS & HUTTON ENGINEERING CO.
ed�
ekey ewis, E.I.T.
N:\18660\Docs\Correspondence\DWQ-L,Paul Bartlett-PH3 SW Comments.doc

THOMAS & HUTTON ENGINEERING CO.
1144 SHINE AVENUE
POST OFFICE BOX 8000
MYRTLE BEACH, SOUTH CAROLINA 29578-8000
TELEPHONE [phone]
FAX [phone]
September 6, 2005
Mr. Jeffery W. Phillips
Director of Engineering
Brunswick County Engineering
P.O. Box 249
Bolivia, NC 28422
Re: Meadowlands Phase 1
Water System
DEH Serial No. 0500063
16177.300
Dear Mr. Phillips
s`'
This letter is a request for substantial completion of the water system for the referenced
project.
We state the water lines for the referenced project are, to the best of our knowledge and belief,
built in accordance with the approved plans, and technical specifications as represented by the
as-bullts for this project. This statement Is based on periodic observations by representatives of
our office. The project was built in accordance with the approved layout.
If you have any questions, please call us at 843-839-3545. Your assistance with the project is
appreciated.
Sincerely,
THOMAS & HUTTON ENGINEERING CO.
Walter Warren, P.E.
'90�AFi S Cf3 CFW �g-�9D zTr7-$ SAVxi gN. GA 31102-2727 - TELEPHONE [phone] - FAX [phone]
935 HOUSTON NORTHCUTT BOULEVARD - PO BOX 1522 - MOUNT PLEASANT, SC 29465-1522 - TELEPHONE [phone] - FAX [phone]

Savannah Lakes @, ".Fhe Meadeinvhlnds, Phase 2
SW N q-'-;1203
counts-:
Location:
iqa-)—KK!lust l)"! —N-1.
-C'Jonlacts,
Mr, Ed Callauler
H.O.A ReplCumplaintant
Q10) 5-74-9:562
!itsl2uelioll suniman.:
Brunswick iCouniv
Ili-tuwav 1. Shinalel"ret Raad near S(.'[N," border
August 3, 20106
140 i&' Dry (90's)
Hotiv fif the pond, appear„ to be in demi 'I s' I'lane. The slopes are w0l i,--efatoa auld
stable, Pond A is m. issing a trw4l, ra.--k on the outlet s1ru-0,ur e. llzc inliiiacomplaw
ww'� about ".1'ec's being unt and left inside Si!.hnglle Tree 0-vOcAliv honaeowners saw
the, abandoned trees as I.-t(Ah. an. eye sore amid as a po'4-4.-ifial floodi"', I -,, --d or - f the
Dar],vqthe i;i%pection I noticed a mnall catc1i basin Vw-'i. -Is l(wated. with'.m. Ltphase i of
1."n t. ri,l,, H�tcth into thu (ni-cek,
_Itclh Iyaau. appmrs to drain d
1-)ypasse'..- the 'storm -water poml& 1. also sai'v a iu�vge di"Ch bt;im- dug atiiaceat to the
pond 94F The ditch is not av tht-, puowsed stormwater The ditch-, dralms
diffuctly -MM the creek, hypass-Mv, 'hath of '1!-Fle st-OrAm por(N.
Altcr ffic inspc-etion 1. reedved hrozns- _k7s. vllL.�kffi %"3ailaiver '(843) -3385-3995. She
woA-s for the tvalty vmpanv associated iials 1).-O:Cpt. S'hjL`. Sai#4 fly jagging
oputifion wa.s perforiucA and at flit" ho-s be
realove'd shortly,
The ;site will 1)4, re-iuspccted soon with t;i-� phl-us,
('3113

a WETLANDS CERTIFICATION FOR
LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE
REFERENCE MAP ENTITLED" . PLAT OF A PORTION OF _ ' " y� ~ L285 5 8503'22" E 91.03 L301 N 06'S3' 11 " W 45.51 L329 S 12'24'36" W STAN
U.S. ARMY CORPS OF ENGINEERS MEADOWLANDS GOLF CLUB FOR CENTEX HOMES" - _ _ - -~ " ,�58.76
Z DATED MAY 5, 2004; BY THIS OFFICE. _ _ - - L2$6 S 86 29 27 E 8fi.fi9 L302 N 73'48'27 E 7,94 L330 S 00°08'30" W 59.40 t
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY - L287 S 75'22'21" E 21.09 L303 N 17'09'22" W 47.87 L331 S 05*39'37" W 44.56
---- "" L288 S 5637 42 E 10.87 L304 N fl _36.21 3 "'
' DEPICTS THE BOUNDARY OF THE JURISDICTIONAL OF SECTION 21 P,F. w •,•:•�.� � 5 4339 W L 32 S 28 52 27 63.97
b 404 OF THE CLEAN -WATER ACT UNDER THE PRESENT _LAW 6 ":i +„ .. ----"' � W
�- L289 S 11'2$'S0" E 2.98 L305 N 21'05'13", W 9.25 L333 , >.`
AND REGULATIONS AS DETERMINED BY THE UNDERSIGNED ON �' y2
N -64 26 57 W 19.57 y
- --'- L290 S 29'18'09" W 5.02 L306 N 48.86 L3 4 a
LES H. BODKIN III P.L.S. # L-3595 THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR U3 ti� x : - ''W - -
- 89 57 55 W 3 N 28 26 02 E 65.43
" "" "
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PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION' Ix ti 1 ... • .. - - S 45 0$ 18 W 15.25 L307 21_61
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(} HIS DATE. THIS Lt z3 E 2,123,196.47 L293 "
X2 - S 81'38 59 E 68,11 L309 S 88'08'01" E 21.63 L337
DETERMINATION WAS MADE UTILIZING THE 1987 ARMY CORPS !.3 , ..... • ' ' , ya - N 10 53.39 E 44.36
T OF ENGINEERING WETLANDS DELINEATION MANUAL. - -- - - fr L294 N__7 30,51
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• AV INSET C INSET D -- ts3 LS12 N 30'50 38 W 62.99 NOT TO SCALE
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----
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L30 N 69'03'29" E 11.50 L109 S 87'52'21" E 74.47 L196 N 21'27'3t" W 10.96
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L36 N 70'41 51 W 149.36 L115 S 61'34'52" W 73.84 L202 S 87'12'07" W 111.23 D,B. 1061, PG. _460 sy
G 352 U 1 0.004 AG. f
L37 5 04'36'S3'' W 129.47 1116 S 63'51'33" W 87.83 L203 S $1'30'2$" W 27.03 MC 17, PG. -106
U2 0.075 AG.±
L38 S_04'36'53" W 42.86 L117 S `50`19'31" W 50.43 L204 N 82'1348' E 25.86 "'� g
L42 S 80'26'46" W 70.63 L118 S 22'36'39" W 24.70 L205 N 8V07'4f E 117.45 ?�9 w
U3 0.001 AC.�
L43 N 70'49'35" W 84.59 L119 S 01`24'20" W 57.47 L206 N 86'01'26 E 88.96 17.P.F Ul�, U4 59.31 % A{✓°
L44 N 85`13'40" W 72.93 L120 S 05*20*33" E 102.77 L207 S 89*43*22' E 118.33 LINE BEARING DISTANCE ■.,.+►°"""' U5 15.759 AC.±
L45 S 75'06'09" W 113.51 L121 S 01'24'09" E 79.78 L208 S 72*40'13' E 36.79 L262 S 78'50'14" W 89.17 ,42" W 205.04 Ci U �,
L46 S 87'49'19" W 96.51 L122 S 19'41'28" W 23.60 L209 S 14'26'15' E 117.24 L263 S 81'01'52" W 30.35 S 79 13 6
108
L47 S 15*09'17" E 151.51 L123 S 73`01'23" W 27.12 L210 S 07'35'40" E 79.78 L264 N 88'05'04" W 70.32 3/8"P, F. S U7 0.004 AG.±
L48 S 15`09'17" E 71.24 L124 S 61'23'25" E 8.82 L211 S 24`26'07'4E 30.44 L265 N 36'03'33" W 34.42 '` � 4' - TOTAL AREA {� .2fig A�..
L49 S 15*09'17" E 42.35 L125 S 56*26*12" E 129.65 L212 N 73°46*11' E 32.09 L266 N 14'37'29" E 14.56
L50 N 11°41'02" W 127.54 L126 S 62'46'17" E 107.4$ 1213 S 86'41'44' .t 52.75 L267 N 53'24'30" E 6.40 ., Dp to
" > ," ,.� pap
/,P.F. 1RI.,1 PIPE FOUND _
L51 N 1 109.68 __ L149__ . i O .0
2 30 37 W S 57'00 45 _. 87,42 L214 S 80 25 24 £ 78.13 L268 N 78 51 3T W 20.63 �•2S• •. �' 2 I.P.F. SR.F. Si;..>_L ROD FOUND
L52 N 36 39 13 W 57.00 L150 S 59 52 34 E 94.81 L215 N 10 13 40 = W 28.36 L269 N 87'16 36 W 86.87 s'8 `© 5 R.F. RONC FOUND ,
"" ° " "> " " ?p• C.M.F. CONCRETE ��
L53 S 53 20 47 W 24.41 L151 S 70 59 10 E 51.03 L216 N 46 06 47_ E 45.27 L270 N 85 06 38 W 91.20 -.,�?5 BETE ..MONUMENT FOUND �T�.A�s< �J'
L54 S- 60*20'11 " W 39.98 L152 N 81' 17'45" E 21.33 L217 N 25`21'42' W 35.84 L271 N 87'34'38" W 100.49 14 `F C.I.F. CF'lMPE[3 IRON FOUND
., 27. P.F. 1/2
REBAR FOUND
", , " """
L55 S 59' 10 11 W 67.90 L153 5 13'43 35 £ 25.83 L21$ N 52'02 35 W 119,20 L272 N 88'42 57 W 124.55 �-.� 4 5/8 REBAR SET UNLESS
," " "> ," -_ S W1 5.053 AG.±
L56 S 58'13 09 W 53.74 L154 S 10°01 Q5 E 10.80 L219 N 25 29 37 E 51.68 L273 N 83 25 16 W 118.99 n �1. OTHERWISE NOTED
L57 S 39'O0'38" W 17.21 L155 S 28.04'43" W 12.52 L220 N 4Y48'47' E 60.68 L274 5 88.49'47" W 93.59 zoo$'36` TOTAL AREA 5.053 AG.
2 03
L59 S 74`29 53 E 109.07 L156 S 16'00 22 E 36.55 L221 N 04'4$ 12 W 89.05 L275 S 75'34 09 W 40.47
L59 N 54'17'37" E 171.63 L157 S 17*43'15" W 52.16 L222 N 37'29'58' E 27.70 L276 5 4246'39" W 17.71
L60 N 29°55'31" E 128.71 L158 S 23'1249" W 155.88 L223_ N 84'39'1�6l E 91.18 _ L277 N 70'57'50" W 13,26
L61 N 48*53'10" E 71.79 L159 S 1639'26" E 12.32 1224 S 64'38'59" E 58.98 L278 N 10*03'16" E 12.81 S WATERS
L62 N 87*13*39" E 43.30 L160 S 80'0334" E 41.15 L225 S 81`24'19" E 67.60 L279 N 89`41'23" E 20.04 tU' • 10.36, OF THE UNITED STATES
L63 N 87'1339" E 101.24 L161 N 71`07'58" E 35,84 L226 N 73'68'17" E 30.10 L280 N 74'35'53" E 45.76 MEADOWLANDS
s,.
LANDS 4c� ,1 X 1 0.070 AG. f
L64 N 87'13'39" E 70,78 L162 N 79'34'14" E 1$.53 L227 N .31'46'00" E 25.66 L2$1 S 88'53'50" £ 91.81 GOLF CLUB" INC.
L65 N 86'19'48" E 128.04 L163 N 76'3527" E 26.31- L228 N 15'5449" ,E 56.13 L282 S 85'52'52" E 120.39 2250009811
" "" , "" "" X2 0.009 AG. L66 N 79'49 13 E 3$,31 L164 S 74'41 32 E 54.61 L229 S 71'28 42 'E 64,76 L283 S 87'S8 43 E 123.22 D.B. 1061, PG. 460
L67 N 61`04'54" E 40.67 L165 S 24°44'47" W 105.72 L230 N 77°07'53" E 100.45 L284 " "" 100.88 MC 17, PG. 106 r XJ
s $$ 0$ 1fl E N C.M.F 1.503 AG.±
L68 N 36.43'28" E 45.37 L231 5 15'2448" E 39.60 X4 0.471 AG.±
L69 N 14'00'30" E 37.51 NSF L232_ S 05'00'56" W 37.95 �yry r^a
L70 N 55'22'44 W 63.02 �\ MEADOWLANDS L233 5 32'07'40" E 34.43 X5 0.229 AG.
GOLF CLUB, INC. " ", Cali 1.673 AG.
L71 N 71'46'09" W 75.05 \ L234 S 05`2fl 04 £ 64.61
", \ 210 fl009$11 O TOTAL AREA L72 N 15'49 59 W 83.58 S,y� \ D.B. 1061, PG. 460 ...• (> C36
L73 N 07'29`29" E 70.05 �G'� \ MG 17, PG. 106 U tj ':.'.'.'." o� EA 3.55 AG. f
L74 N 23'35'03" E 126.70 \ f W
L75 N 39'49'46" E 132.80 �� \ 1303 100 �� '.'.....'. rn U�' 0
L76 N 71'34'15" W 137,36 C �` SR <� v.'.'.'.'..'.. ` cv r
L77 N 88'22'21 " W 11.89 \ \ �y9� \ \� L85 -1 L 0 i_11 1 �l3 X 1... ro Ut
U2
L78 N 21'20'20" E 43.41 64 L65 ""-- ....'.. {� �� :.`.'.
\ -L62 L63 L C.,,.,, os rf2 '
U2 �
\ 56
EXISTING /,`�777
..... <�s� \ 03 . , . ��tp .. •
SRF, . LiO9 UPLANDS 1
........... �/ q.. 1� Lit Lf t
\ X1.. 3
053 A,
U I �1��y ♦ o
2
WATERSF Thy U.S. 3 U4
NOT SCALE NOT SCALE •
. TOTAL TRACT 110.277 G
N/F
MEADOWLANDS \
GOLF CLUB, INC. a� \ \ �s \ S 88'51'15 E 636.88 �1
2250009811 r� s
L66 A
x
D.B. 1061, PG. 460 '� 3
MC 17, PG. 106
>i
ExlSTING---- ,.. U 5 N/F }g
PONDOIL ELIZABETH LONG WILLISIt 11
\ \ a s 2250003203 �Q
D.B. 1530, PG. 403 l r t`ii
U4 n MC 23, PG. 352 t4
LA
�p WETLANDS DELINEATION
NOTES: \ X3 \ 110. 77 AC.
\ , . SURVEY OF
A PORTION OF
1) DATE OF FIELD SURVEY: MARCH, 2004. € N ass 2} TAX MAP NO.: 22500098, 2250003007 & 2250008801.1 \ MEADOWLANDS GOLF CLUB
3 ALL BEARINGS AND COORDINATES SHOWN ARE BASED �s�' m \\
ON THE NORTH CAROLINA GRID SYSTEM NAD 83(1986),f \ s
THE COORDINATE VALUES SHOWN WERE ESTABLISHED j \ �y2 \\ FOR
BY STATIC GPS OBSERVATIONS WHICH ORIGINATED ON GENTEX HOI1�iE5
NCGS "CRAZY 1998" AND NCGS ' WILSON 1998", \ \ �,
4) ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES, / ss, \ X4 N/F cs SHALLOTTE TOWNSHIP
NOT GRID DISTANCES. TO CONVERT DISTANCES TO I / I� \ ��, �� MEADOWLANDS GOLF CLUB, INC. � BRUNSWICK COUNTY NORTH CAROLINA
MULTIPLY BY COMBINED FACTOR / \ F oL3a9 L3S0 2250009812 y SCALE 1'= 100 FEET NOVEMBER 18, 2004
GRID DISTANCES, I 2007 L306 PG. 460
1.00013493, o % Sri / `� `.'.'. L� \ D.B. 1061,
5) WETLANDS DELINEATED BY LAND MANAGEMENT GROUP, "r / Q \ 92 \ 5 MC 17 PG. 312
Q /
6) THIS PROPERTY IS PART OF THE PROPERTY CLAIMED rt" // �t�Q / \ 4� \ U4 ' co 100 50 0 100 200
IN D.B. 1342, PG. 1429 AND D.B. 1791, PG. 557. cv <c' �SURVEYED AND MAPPED BY
7) NO TITLE SEARCH WAS PERFORMED BY THIS OFFICE
ON THIS DATE. ?� / \` ''''' s \ 1a2 �31k L3,6 L3t7 -,.k U 4 THO AS 6 _HUTTON ENC IN ER! C
8) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS AND /
RESTRICTIONS OF RECORD. Z 4v1j� \ ' .... \ \ X4 '.'.'.'.'.:...'..'.'...;... EPONDG N 1144 SHINE AVENUE, MYRTLE BEACH, S.C. 29577 (843) 839•-3545
9) AREA COMPUTED BY CROSS COORDINATE MULTIPLICATION. E \ ao L28t , ........ , .
Copyright �. Survey Technology. !no.. All rights reserved. Reproduction or use of f �� �rjQ L279 t2 L282 50 PAR v "• / �� \ � ... 7y L274 L27 • • • . L283 L284 + 285 0, L3p0. K of COMMfRCE WAY, SAVANNAH, 0A. 3td02 (972) 234-534Q
the contents of this document, or additions or deletions to this document, in " ro 2 3 X4
l / / S ' L272 L286 . • ... • .. • , .. " 935 NOUSTgN NCR11tCUiT BOULEVARD, Mt, PLEASANT, S.C. 28484 [phone]
whote or in part, without written consent of the land surveyor, is prohibited, Only \ - L27t Lz7Q L287 L296 f
copies from the original of this document, marked with on original signature and <p .','. , \ 29 {
embossed seat of the surveyor shall be considered `.a be valid, true copies. /v / ! • • • • • • L269 Q68 ., 8
y� ...... \ �� 95 `}°y:.' 1259.': , ....:. , ..': ; SHEET 1 OF 2
DRAWN BY: D. THOMAS KNIGHT MATCHLINE SHEET 2 MATCHLINE SHEET 2 MATCHLINE SHEET 2
0:\LP2004\16966-Meadowlands\dwg\ MEADOWLANDS -WET F.B. MAP NO. 24-1-29

LA
.4
MATCHLINE SHEET 1
I
/v
EXISTING f
POND
j �.00
' 9
AR
U5
U5
110.277 AC.±
i
N/F
MEADOWLANDS 4
GOLF CLUB, INC.
2250009811
Q.B. 1061, PG. 460
wti
Mc 17, PG. 106 ,
AMENITIES AREA U5 133s.
0.798 AC,t
J ,4.9.
v4 252.93
t L77
/ N 88'2
N/F
MEADOWLANDS GOLF CLUB, INC.
2250009812
D.B. 1061, PG. 460
MC 17, PG. 312
MATCHLINE SHEET 1 MATCHLINE SHEET 1
S L283 � 294 ti2g5 • • �28 ti�'6 �2S8
'�
L264 L263 L296 L257 .... .. , \ p0 Z tlt
X400
tA
N
9
U `�
PoI�iG SOB
I
9y \ �.00
\ ......
...\\ U4 EBF
ty
. BOBBI WHITE
• .... , . , ra �'22500089
VICINITY MAP
D.B. 813, PG. 065 NOT TO SCALE
45 L44 Z U
L46 N/F
a
I ......... MEADOWLANDS GOLF CLUB, INC. ti.4 �� 2250009812
\ .., \ 24 p4 D.B. 1061 PG, 460 °� r
X� \ ..': �A � \ /, �.\ 27p.�� MC 17, PG. 312 g ....., • Zr .. • , �
\ i U6 1 U6
\ \ \ EXISTING EXISTING
POND POND
U5
u % INSET „E" INSET' ,,F's
L20b
w t 20a X 7.
L205 2 • t207 NOT TO SCALE TO SCALE
.. 2 21 W 940.88 � \..,� ... ... • .. .. .40 . .
\. -." 2
trii L201 L.19
\
\ E CANAL -._ . -._. _N 1203° _ _ X� \
SHINGL
- SEE INSET 'I' g \ \ N/F
v ^,�� �rS
~ \, �� � -•- - -- _._.� � _,...- ..� ...... _N $5'36'34" E X6 \ BOBBIE B. WHITE
-- 22500089
D.B. 813, PG. 065
LES H. BODKIN €€€ P.L.S. # L-3595 U6 �22g �34. • .:.' ;. �, U6 \ A \
MEADOWLANDS GOLF CLUB, INC. s�
`�1111tttll Jt��, .. ...... ..
'jig f LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE LINE BEARING DISTANCE 2250009812 s L223 <2 ' ' ' ' : M
( .. , ,G /R�f
�� ♦,• •' `.��'�. • , » . , rr . � » , n D.B. 1 61 +C tL ... .. .. .... .... .. 24 ti .... , .... {V "J U6
\ � r26 • \
4�..4Q•. L1 N 76 54t53� E 241.70 L95 N 71 36 12 W 60.0$ L209 S 14 26 15 E 117,24 L306 N 89'S7 55 W 48.86 0 PG. 460 3 ... ... .. ...... . ...'... , tzz 2fi� .. ..
'r S Y' � „ L2 N 76'54 53 E 148.86 L96 S 73'27'37" W 21.04 L210 S 07'35'40" E 79.78 L307 � " Mt 17, PG, 312 s tie �, \
13 N 8521 14 W 21.61 I`' ..........., ....... ........... \
& HUTTON N 76'54'53" E 30,00 L97 S 76'29'33 W 77.83 L211 S 24'26'07" E 30.44 L308 N 03*40'14" E 4.95 � ..... -VI..........., ........ .. ��`� ! `� \ {'2S X \ \
EIaIGId ER ! I L4A N 48'fl1'48" E 4.24 L98 , n 109.39 rn:...`... '...... .'...'..'.'. ............. .............. i �
CO. S 75 58 22" W L212 N 73'46 11 E 32.09 L309 S 88 08 01 E 21.63 fu ':... :.'.'. \
L4 N 48'01'48" E 15,59 L99 N 04'17 20E 1.79 L213 S 86'41'44" E 52..75 L310 N 88'49'25" E 57.36 r ...'..'.'.
Edo• F-fl$?! -AZ -S ra L5 N 48'01'48" £ 18.91 L100 S 75'02'04" W 58.84 L214 S 80'25'24" E 78.13 L311 S 01`52'39" W 15.44 _ :, . '
L6 N 48'01'48" E 10.69 L101 N 30'45'39" E 11.17 L215 N •1 '40" 28,36 L312 „ 36.90 ,2g tiso Gt
10 3 W S 02`28 4Q E 1 g pis • .. ... .. , .. .. i �r 1�L7 3.5 » 54.00 L102 , „ , " r » 6 31 .. . , .. .. ..'....'..'..'.'...'.... .. . , .. N .. i
OF t�,� N 3 $ 28 E N 69'57 14 E 8.88 L216 N 46'06 42 E 45.27 L313 S 17'26 51 E 46.60 is 23• no rn ....... U6
111i11k1111 L8 " . r » :.`:.'.`.... t !1 1 N 30 50'32" W 15.77 L103 N 25 41 17 E 1.49 L217 35.84 L314 • , " 7.94 ��:.. .....::..` "' , .'.': . < :, i t \
r n N 25.21 42 W N 73 4$ 27 E ..: ' .. .. .. .".'.:.'.'.'.'.' .':.'.'::.' ... .. \ �`\
L9 63.18 • n , „ , " ............... .. ... ' 4> r
N 30 50 32 W L1 O4 N 26 52 27 W 37.12 L218 119.20 L315 24.55 • * ' ' ' ' ', .....'.. , ...... .. i
WETLANDS CERTIFICATION FOR N 52 02 35 W S 85 27 19- E sEE INSET E ..... • ............... ..... , .... , . , , .... ..... ...... . ' �
» t „ , y , n :..... ; ABANDONED \ \
L10 N 79 27 19 E 2.03 L105 N 35 16 35 W 24.70 L219 N 25 29 37 E 51.68 L316 N 44.95 03 ...... I • ........ • . , .. , ...........'.'.'.' ' ... , ....... • X6 i�
U.S. ARMY CORPS OF ENGINEERS 8s 32 25 E • ...... .. .. \
L11 N 79'27'19" E 2.59 L106 S 34'10, " 26.01 L220 " 6 , n ................. . ..........'.. , .....' .... ...... ........... , , .......
54 E N 40 48 47 E 0.68 L317 N 80 32 O5 E 38.14 r.............•...................,...'<.. ......... .... '36 ...........................
...... it
' v
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY L12 N 79 27 19 10,70 L107 , " » r� v
E 5 28 12 22 E 37,12 L221 8 L.................................... .. ............ t
N 04 48 12 W 9.05 318 N 41 46 07 W 33,30 0 • ... .. ... . ......' ' � .'.'.. , .. , ...........
•'•' BORROW PIT
DEPICTS THE BOUNDARY OF THE JURISDICTIONAL OF SECTION L13 n , ,c " ' n ::.'•':.'.' .. ' ' ' ` ' ' ..... .. t J. \
S 51 25 40 E 79.33 l.108 S 16 27 20 E 23.05 L222 N 37 29 58 E 27.70 L319 N 49 58 43 W 96.79 U 7 W 1 . . ... . . .. . .......'.. , ................. , .... , ..`.'.': ' '�' os N F
,
404 OF THE CLEAN WATER ACT UNDER THE PRESENT LAW L14 , » 71,$7 " r n , n .'. :` t J ;�
AND REGULATIONS AS DETERMINED BY THE UNDERSIGN S 60'13 53 E L109 S 87'52 21 E 74.47 L223 N 84'39 16 E 91.18 L320 N 36'41 58 W 96.86 . • .. • ....',. i i � BETTY BOYKIN
Lam• C .. , ..
L, UNDERSIGNED ON • , n « , n • s n . t n �2�'•'.'..'........'..•. • .- , .:• .....................•...... .. M .. ... ... - , *..
THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR L15 S 60 13 53 E 13.37 L110 S 79 24 05 E 22.20 L224 S 64 38 59 E 58.98 L321 N 3813 14 W 97.22 U6 a ......................'....... ... .. .. '. i 2250QG9464
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION L16 S 19 37 23 W 82.69 L111 N 81 4005 W 36.66 L225 S 81'24 19 E 67.60 L322 N " 90.67 SEE INSET F a .......... • ...... 07 D.B. 1102, PG. 908
24 13 14 W
» f » , ..........'...'.'.'.... , .. r '.... . , ... , . , :.. ! i MCP PG. 352
4Q4 JURISDICTION MAY BE RELIED UPON FOR A PERIOD L17 S 0 05 E 37.17 1112 70.9 » .. .. 7 ...... ... ... .
2 40 N 87 43 43 W 4 L226 N 73 08 17 £ 30. ? 0 L323 N 40 35 56 W 142.94 F �, . i i'
. /
NOT TO EXCEED FIVE (5) YEARS FROM THIS DATE. THIS L18 S 02 4Q 05 E 12.83 L113 S 81'46 22.05 L227
DETERMINATION WAS MADE U 1 ARMY 59 W N 31 4600 E 25.66 L324 N 6i 5957 W 21,51 EDWARD MILLER JR etal Q -.. :.'.','.'.'•'.'.'..
A I~ UTILIZING THE 987 CORPS 6
L19 S 82' 15'42" E 38.Q0 L1-14 f n 94.35 , , „ . ...... . . . ........... .... , ....... .. ' N L182 • L161
OF ENGINEERING WETLANDS DELINEATION MANUAL. S 64 38 24 W L228 N 15 54 49 E 56.13 L325 S 58 41 27 W 25.34 22500088 ,6 ..'.'.. , v �� • G
I
.. - L2Q. , , "_ -.10.27 'i' • , » . , » e ' n 557 .... . :.................'.., ... ... , \ •�
S 19 39- 36 WL, ? 5 S ' 61 34 52 W 73.84 L229 S 71 28 42 E 64.76 L326 S 5 51.44 D.B. .
L21` S 19 39 36 W 69.73 L _16 S 63 1 87.83 L230 , » f " MC 6 a, PG. 049 .... . ...................... . .... . .. . rn
5 33 W N 77 07 53 E 100.45 L327 S 66 15 03 W 51.51 12. L213 .................... . ....... . ...... o �.!
s » f_ » , » " * �. .......... L21 "' ...... Q v?
L22 S 75 15 QO W 10.00 Ll 17 _50.43 L2 , sl<E INSET G 4 ....'... . S 50 1s 31 w 3i S 15 24 48 E 39a0' L328 5 31 45 4O w 42.66 N <v
.. r
L23 N 07 38 58 E 33.00 L,18 S 22 36 39 W 24.70 L232 S 37.95 L329 58 6 ............ . .. ^o ks
A O5 00 56 W S 12 24 36 W 7.............................•.....•...,....�%� ry
I . n , , n..................................,..... .,�i l.'...... .. '" cb �/
L24 N 10 27 29 E 65.96 L 19 S 01 57.47 L233
ENGINEERS REPRESENTATIVE 24 20 W S 32 07 40 E 34.43 L330 S , 0 08 0 W 59.40 :.'.... . .. . ............. ry
fl 3 X6
L25 N 53*41'37" W 43.35 L120 S 05'20'33" E 102,77 L234 S 05'20'04" 64.61 L331 , " 44.56 �, K, ....................... . ...' .'.'... .' ' .'.'.'..'....... �'� .......'.... dry � "�
" E S fly 39 37 W Z
N 18 20 07 W 22 33 L12 S 01 24 09 E 79,78 L235 53.23 L332 6 ....... . ................ • , ......... , ...', .. ... � � oa .z�'
UPLANDS s 35 32 11 W S 28 52 27 W 3 97 .. .. '.. ' '
L27 S 11*00'38" E 161.41 L122 S 19'41'28" W 23.60 L236 S 59'32'52" W 115.29 L333 N 64'26'57" W 19.57 :.'.'.'.'.','...`.'.'...'.'.'. ......'..'.' ' ..'.....'.'....': tz�8 v�1 'v i4v�--
L28 S 11:0038E 37.36 Lt 23 S 73'0123 W 27.12 L237 S 14 12 46 W 60,10 L334 N 28'26 02 E 65.43 SEE INSET '1.
H rx°
U 1 0,004• AC.± L29 N 69 03'29" E 2.50 L124 S 61'23'25" E 8.82 L238 S 25*48'14" W 74,41 L335 N 16'55'37" E 45.03 ^
U L30 N 69'03'29" E 11.50 L125 • , " 129.65 L239 87.5-4 L336 , „ 49.19 .. , .. :.'.'........ . .
2 0076 AC. " s 56 26 12 E S 30'S4 Q7 w N Q2'S4 Q1 W
U6
L31 N 02'55 44" W 37.36 Li26 , „ , n r n p;..:.'...........:.'.`:.,.•.._...'....'......;.,.'....'..:.:.'
S 62'4617 E 107.48 L240 S 33'1244 W 114.96 L337 N 10'S339 E 44,36 '. `. .. : • . ..
U 0.001 AC. ± L32 N 02`5544' W 13.74 L149 S 57'00'45" E 87.42 L241 S 52"00'52" E 74.93 L338 N 16'35'45" E 50.87 {?
C.I.F
U �• 59.3 7 AC. L33 N 02'55'44" W 57.18 L15fl s 59'52'34" E 94.81 L242 s 74' 1 Q'S8" W 24.05 L339 N 52`07'26" £ 41,20 : : :::. .... . .......' ....'.' :... .'.'.'..
'...... ....
L34 S 03'03'25" E 49.31 L151 S 70'59'10" E 51.03 L243 S 79'01'05" W 143;96 L340 N 68'18'O9" E 69.17 ----- ---- �5 U6 �N
U5 5.75 AC. L35 1 Q3.Qa I_I sz " » _._ --- -- "k� �; '......:.............. �4z
r�gg��++ pC� S 09'08 02 E N 81'17'45" E 21.33 L244 N 49'36'33 W 78.10 L341 N 58'53 16 E 40.97 12 # `
U6 .GV. A6✓. L36 N 70'41'51 W 149.36 L'53 S 13*43*35" E 25.83 L245 S 74'S8'2O" W 98.18 L342 N 3O'SO'38" W 62.99 N/F y .........42y3 tr$s 6`.----�_---
L37 S 0436'53" W 129.47 LI54 S 1O'01'05" E 10.80 L246 S 76'37'39" W 17.77 L343 N 35'06'30" W 91.12 BRUNSWICK COUNTY 1 ^� n^� W C2' !/
U7 0.004• AC.± L38 S 04'36'53" W 42.86 L155 S 28'04'43" W 12.52 L247 N 12`24'47" W 117.43 L344 N 34'13'35 W 107,40 NORTH CAROLINA c;, v :Q J
L42 S 80' 6" W 70.63 Ll56 • , " 36.55 L " e 2250008802 c•7
TOTAL AREA 101.269 AC. � 26 4 S 16 flfl 22 E 248 N 16 26 51 W 93,s2 L345 N 3fl 14 57 W 147.85
L43 N 70'49'35" W 84.59 L 57 S 17*43'15" W 52.16 L249 N 25'06'25" W 28.49 L346 N 37'52'22" W 42.30 D.B. 1416, PG. 986 t o
MC M, PG. 300 s .`.' ;� .......
L44 N 85` 13'40" W 72.93 L158 S 23' 12'49" W 155.88 L250 N 09'36' 17" W 81.99 L347 N 40'09'02" W 179.00 41,
S tt
L45 S 75'06 O9 W 113.51 L159 S 18'39 26 E 12.32 L251 S ? Z"27 39 E 79.47 L348 N 42'49 32 W 104,62 ,. ___._ -- ..! � {k./g , . .
WETLANDS L46 S 87'49 19 W 96.51 L160 S 80'03 34 E 41.15 L257 N 03'27 02 W 16.63 L349 N 45'19 29 W 114.94 --� t o
L47 S 15*09'17" E 151,51 L161 N 71`0758" E 35.84 L258 N 77'23'24" W 30.23 L350 N 49'00'54" W 103.41 t ��1`' ; ' o +na
L48 ` S 15*09'17" E 71.24 L162 N 79*34'14" E 18.53 L259 N 79'32'14" W 75.37 L351 N 56"02'52" W 62.59
5.053 AC. L49 S 15*09'17" E 42.35 L163 N 76'35'27" I 26.31 L260 S 34'14'13" W 45.61 L352 S 51'53'19" E 92.60 _--- " " ---"7 U6
��A L50 N 11'41'02" W 127.54 L164 S 74'41'32" E 54.61 L261 N 72'01'29" W 57.62 L353 S 37'35'02" E 130.$3 t ....... , •
TOTAL AREA 5.053 AC. L51 N 21'30'37" W 109.6$ L165 s 24'44'47" W 105.72 L262 s 78'50'14" W 89.17 L354 S 39'11'47" £ 102.74 t 2�5Dp098 --~'-. t a�
X6 1
n » n 225dti088t%f JJ _� - :�
L52 N 36 39 13 W 57.00 L166 S 03 13 42 W 191.29 L263 S 81 01 52 W 30.35 L355 S 32 54 34 E 176.20 t2 _ _ -" ` r _ t -� ' �.�
L53 S 53'20 47 W 24.41 L1fi7 S 3$'42 54 W 106.76 L264 N 88`05 04 W 70.32 L356 S 37 p8 2O E 43.63 tlrs ,,.. � �R .............
WATERS OF THE UNITED STATES L54 S 60*20'11" W 39.98 L168 S 07'28'19" W 92.97 L265 N 36'03'33" W 34.42 L357 S 34'37'56" E 145.84 tt o
L55 S 59'1Oil 1" W 67.90 L169 S 16'18'30" W 126.26 L266 N 14'37'29" E 14.56 L358 S 34'06'49" E 107,38 _ Z j r U6
P. L56 S 58'13'09" W 53.74 L170 S 35*49'19" W 84.88 L267 N 53'24'30" E 6.40 L359 S 3628'36" E 85.05 " ,,
X 1 0.070 AC. f L57 S 39'00'38" W 17.21 L171 S 42'O5'45" W 33.77 L268 N 78`51'37" W 20.63 L360 S 37'47'11 " E 89.90 w �'cs tt r3 �` NOT TO SCALE
X2 0.009 AC.f , " > " , " , " ' aw �pt� U5 `�
L58 S 74'29 53 E 1O9A7 Li72 S 45'40 42 W 35.46 L269 N 87'16 36 W 86.$7 L361 S 38'01 58 E 118.37
; 0) �•
L59 N 54'17'37" E 171.63 L173 N 79'59`51" W 36.99 L270 N $5'06'3$" W 91.20 L362 S 33'40'36" £ 89.66 `� � pit p� .
X3 1.0.3 AC.± L60 N 29'55'31" E 128.71 L174 N 09'03'52" E 32.17 L271 N 87'34'38" W 100.49 L363 S 39'51'59" E 97.02
X4 0.47 AC.± L61 N 48'53'10" E 71.79 L175 N 43'16'38 E 138.28 L272 N 88'42'57" W 124.55 L364 S 38'05'22" E 100.66 N/F ���r �
L62 N 87'13 39 E 43.30 L176 N 23'35 34 E 121.05 L273 N 8Y25 16 W 118.99 L365 S 38'40 32 E 56.12 { .. . .
s9.,.. . ..
X 0.229 A{1.± , n r „ , » DEUTSCHE SANK>"� j .. ..
L63 N 87'13 39 E 101.24 L177 N 11'22 00 E 114.65 L274 S 88'49 47 W 93.59 L366 S 81'37 15 E 4.62 NATIONAL TRUST rn
X6 1.673 AC.± L64 N 87'13'39" E 70.78 L178 N 66'16'55" W 44.03 L275 S 75*34*09" W 40.47 L367 S 41'33'32" E 26.28 \ .J
2250008803 r� ! � ,• 1152
TOTAL AREA 3.955 AC.± L65 N 86'19 48 E 128.04 L179 N 03 23 49 E 52.71 L276 S 42 46 39 W 17.71 D.B. 1236, PG. 614 Lc�p J l
L66 N 79'49'13" E 38.31 L180 N 01'3824 W 70.06 L277 N 70'57'50" W 13.26 MC 20, PG. 054 t! r cAj�` ::
q L67 N 61'04'54" E 40.67 L181 S 89«35'20 W 21.14 L278 N 10*03'16" E 12.81 , , , U6 1-1
U
UPLANDS # 1 .2 69 C. L68 N 364328" E 45.37 L182 N 81'17'57" W 49.52 L279 N 89'41'23" E 20.04 r tt 72 C.J.F. �..X6
L69 N 14'OO'3O" E 37.51 L183 S 4?'04'40" W 77.96 L280 N 74`35'S3" E 45.76
WETLANDS • • L70 N 55`22'44" W 63.02 L184 S 22`49'43" W 99.21 L281 S 88'53`50" E 91,81Ziff / tt 3.25 35 � 1 • ... .
"i
L71 N 71'46'09" W 75.05 L185 S 22'39'31" W 132.26 L282 S 85'52'52" E 120.39 t 5 s�
t rw \ INSET „I„Y
WATERS OF THE J
U.S. • • L72 N 15'49'59" W 83.58 L186 N 64'27'29" W 4.00 L283 S 87'58'43" E 123.22 ( NOT. TO SCALE
TOTAL TRACT 110.277 . L73 N 07`29'29" E 70,05 L187 N 22'59'43" E 134.02 L284 S 88*08'10" E 100.88 ..:.....:.:.. ;� t N F �, N c
'...'.'..... 21P.F. I :., t CARRIE BELL GRIFFIN f M ' WETLANDS DELINEATION `} c~,t°�',
L74 N 23`35b3" E 126,70 L188 N 22'29'35" E 99A6 L2$5 S 85'03'22" E 91.03 f } / O
i `° <u C9' SURVEY OF�.f ,
L75 N 39'49'46" E 132.80 L189 N 33`58'05" E 67.05 L286 S 86'29'27" E 86.69 �" -- 22500090
NOTES- L76 N 71'34' 15" W 137.36 L190 N 07'06'28" W 31.77 L287 S 75'22'21 " E 21.09 � t N F D.B. 202, PG. 496
1 DATE OF FIELD SURVEY: MARCH, 2004. L77 N 88'22'21" W 11.89 L191 N 24.51'21" E 97.03 L28$ S 56'37'42" E 10.87''•'• / 67 t t , r A PORTION ' OF
ELSIE MILLER 32�' �-. ,
2 TAX MAP NO.: S 22500098, DOR COORDINATES
S 07 & RE BASED
L78 N 21'20'20" E 43.41 L192 N 22'23'01 E 109.41 L289 S 11*28'50" E 2.98 U6 � ,ao" w v Q1 t r- MEADOWLANDS GOLF CL.0
3 ALL BEARINGS AND COORDINATES SHOWN ARE BASED i n » , ,t ......... 2250008803 ,,� �9 '�.
ON THE NORTH CAROLINA GRID SYSTEM NAD 83(1986). L79 N 26'15 01 E 42.53 L193 N 2345 18 E 135.96 L290 S 29'18 09 W 5.02 D.B. 1236 PG. 614 S FOR
THE COORDINATE VALUES SHOWN WERE ESTABLISHED L80 N 41'34'59" E 32.64 L194 N 21'47'41" E 55.56 L291 '`
» t r f CENTEX HOMES
S 45'08 18 W 15.25 �,, .� ...... MC 2D, PG. O54 1 `'`�••. 4
NCSTATIC GPS OBSERVATIONS WHICH ORIGINATED ON L81 N 63'31'38" E 32.29 L195 N 12'52'03" W 36.56 L292 S 59'26'10" E 20.65 � -w_ � i��� V22
NCGS "CRAZY 199$".AND NCGS "WlLSON 199$".
4) ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES, L82 N 59'12'14" E 68.08 L196 N 21'27'3s" W 10.96 L293 S 81'38'59" E 68.11 '� SHALLOTTE TOWNSHIP
NOT GRID DISTANCES. TO CONVERT DISTANCES TO L83 N 60'22'51" E 38.22 1-197 N 32'03'26" E 13.26 L294 N 79'25'36" E 30.51 ` �� / BRUNSWICK COUNTY NORTH CAROLINA
GRID DISTANCES, MULTIPLY BY COMBINED FACTOR L84 N 53'50'22" E 22.74 L198 N 1911'21" W 26.72 L295 N 76*57'15" E 90.09 „ „ t t ,
1.00013493• L85 N 82'1654" W 100.74 L199 N 49'1633" W 21.88 L296 S 66'12'55" E 48.78 INSET H ` tt } �,, .�yl t SCALE { = 100 FEET NOVEMBER 1$, 2Q04
5) WETLANDS DELINEATED BY LAND MANAGEMENT GROUP, " NOT TO SCALE \\
INC. L86 N 70'20 24 W 40.16 L200 N 88'00 44 W 115.91 L297 N 32'33 36 E 44.89 STANLEY TRAIL 100 50 0 100 200
6) THIS PROPERTY IS PART OF THE PROPERTY CLAIMED L87 S 37'13'52" E 71.63 L201 S 85'0822" W 93.98 L298 N 83'19'04" W 28.84 30' R/W , t IN D.B. 1342, PG. 1429 AND D.B. 1791, PG. 557. L88 S 4$'17'26" W 56.11 L202 5 87'12'07" W 111.23 L299 N 17`21'36" E 16.94 MC 22, PG: 142 \ / 1
t � � t 1 L.EGEN© -..� r SURVEYED AND MAPPED BY
t
7) NO TITLE SEARCH WAS PERFORMED BY THIS OFFICE L89 S 11' 15'23" W 99.86 L203 S 81'30'26" W 27.03 L300 N 77'04'27" E 29.67 t
ON THIS DATE. � I.P.F. IRON PIPE FOUND �'`.
8) THIS PROPERTY IS SUBJECT TO ALL EASEMENTS AND L90 N 62'46'08" W 47.00 L204 N 82'13'48" E 25.86 L301 N 06*53'110 W 45.51 S,R.F. STEEL ROD FOUND /
RESTRICTIONS OF RECORD. L91 N 10'27'29" E 39.50 L205 N 86'07'41 " E 117.45 L302 N 73'48'27" E 7.94 ` r `�
ti o t R.F• REBAR FOUND 1144 SHINE AVENUE, MYRTLE BEACH, S.C. 29577 [phone]
9) AREA COMPUTED BY CROSS COORDINATE MULTIPLICATION. L92 N 21'31'47" W 122,07 L206 N 86'01'25" E 88.96 L303 N 17'09'22" W 47.87 s t t C.M.F, CONCRETE MONUMENT FOUND 1
Copyright ©, Survey Technology, Inc., All rights reserved. Reproduction or use of 193 . , „ , „ , " n \ t
the contents of this document, or additions or deletions to this document in N 1$ 16 22 W 110.00 L207 S 89 43 22 E 118.33 L304 N 0543 39 W 36.21 REFERENCE MAP ENTITLED PLAT OF A PORTION CF r G.4F. CRIMPED IRON FOUND so PARK OF ca,MMCE WAY, SAVANNAH, CA. 31402 (912) 234-SM
S 72*40'13" £ 36.79 L3p5 N 21*05'13" W 9.25 MEADOWLANDS GOLF CLUB FOR CENTEX HOMES"
�s�, '� 1 /2" KEBAB FOUND
835 HOUSTON NORTHCUTT BOULEVARD, Mt, PLEASANT, S.O. 29464 [phone]
whole or in port, without written consent of the fond surveyor, is prohibited. Only L94 N 09`40'S2" W 126.$9 L208 � 5
copies from the eriginai of this document, morked with 0, originot signoture and MAM
embossed seat of the surveyor shoii be considered to be valid, true copies,
DRAWN BY: D. THOMAS KNIGHT
DATED MAY 5, 2004; BY THIS OFFICE. O /$ Rr- SET UNLESS
OTHERWISE NOTED _ SHEET '2 OF 2'
O:\LP2004\i 6966 Meaciowtgnds\tiw \ MEADOWLANDS-n WET F B t ii�t3 lO. 24 1--29

Technical Specifications
for
Meadowlands
Phase 3
July, 2006
Prepared For:
Centex Homes
2050 Corporate Center
Suite 200
Myrtle Beach, SC 29577
[phone]
[phone] - Fax
Prepared By:
Thomas & Hutton Engineering Co.
1144 Shine Avenue
Myrtle Beach, SC 29578
[phone]
[phone] - Fax
J-18660.600
R.a
'7/�T0

SECTION 02720
STORM DRAINAGE
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Construction of pipes, drainage inlets, manholes, headwalls, and various
{ drainage structures.
,i
1.2 RELATED SECTIONS
A. Section 02731 — Wastewater Collection System
B. Section 03305 — Site Concrete
1.3 OPTIONS
A. The bid form and specifications describe several pipe materials. The Owner will
select the one to be used. Where manufacturers of material or equipment are
named in the specifications the Contractor may use equipment or materials of
other manufacturers provided they are reviewed and accepted by the Engineer as
i equivalent to that specified.
1 1.4 REFERENCES
A. ASTM D 3740-94a - Minimum Requirements for Agencies Engaged in the Testing
and/or Inspection of Soil and Rock as Used in Engineering Design and
Construction.
B. ASTM E 329-93b - Agencies Engaged in the Testing and/or Inspection of
Materials Used in Construction.
C.
ASTM C 76-94 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
D.
ASTM C 443-94 - Joints for Circular Concrete Sewer and Culvert Pipe, Using
Rubber Gaskets.
E.
AASHTO M 198-75 (1990) - Joints for Circular Concrete Sewer and Culvert Pipe
Using Flexible Watertight Gaskets
F.
ASTM B 745/13 745-93 - Corrugated Aluminum Pipe for Sewers and Drains
G.
AASHTO M 196-90 - Corrugated Aluminum Pipe for Sewers and Drains
LH.
ASTM D 1056-91 - Flexible Cellular Materials - Sponge or Expanded Rubber
' I.
l
AASHTO M 252-90 - Corrugated Polyethylene Drainage Tubing
N:1186601Docs\Specs102720.doc Page 1 of 13

J. AASHTO M 294-90 - Corrugated Polyethylene Pipe, 12 to 36-inch Diameter.
K. ASTM D 3350-93 - Polyethylene Plastics Pipe and Fittings Materials
L. ASTM D 1751-83 (1991) - Preformed Expansion Joint Filler for Concrete Paving
and Structural Construction (Non -extruding and Resilient Bituminous Types).
M. ASTM D 1752-84 (1992) - Preformed Sponge Rubber and Cork Expansion Joint
Fillers for Concrete Paving and Structural Construction.
N. ASTM D 2321-89 - Underground Installation of Thermoplastic Pipe for Sewers
and Other Gravity Flow Applications.
O. ASTM C 150-95 - Portland Cement.
P. ASTM C 144-93 - Aggregate for Masonry Mortar.
Q. ASTM C 207-91 (1992) - Hydrated Lime for Masonry Purposes.
R. ASTM C 62-92c - Building Brick (Solid Masonry Units Made From Clay or Shale).
S. ASTM C 55-94a - Concrete Building Brick.
T. ASTM C 478-94 - Precast Reinforced Concrete Manhole Sections.
U. ASTM C 913-89 - Precast Concrete Water and Wastewater Structures.
V. ASTM D 1557-91 - Test Method for Laboratory Compaction Characteristics of
i Soil Using Modified Effort.
W. ASTM D 1556-90 - Test Method For Density and Unit Weight of Soil In Place By
The Sand -Cone Method.
X. ASTM D 2922-91 - Test Methods For Density Of Soil and Soil Aggregate In Place
By Nuclear Methods (Shallow Depth).
Y. ASTM F 405-93 Corrugated Polyethylene (PE) Tubing and Fittings.
Z. ASTM F 667-95 - Large Diameter Corrugated Polyethylene Tubing and Fittings.
1.5 QUALITY ASSURANCE
A. Material Review - The Contractor will furnish the Engineer and the Owner a
description of all material before ordering. The Engineer will review the
Contractor's submittals and provide in writing an acceptance or rejection of
material.
i
L.
t
NA18660\Does\Specs\02720.doc Page 2 of 13

B. Manufacturer - Material and equipment shall be the standard products of a
manufacturer who has manufactured them for a minimum of 2 years and who
provides published data on the quality and performance of the products.
C. Subcontractor - A. subcontractor for any part of the :.cr Ir must have experience on
similar work and if required, furnish the Engineer with a list of projects and the
Owners or Engineers who are familiar with their competence.
D. Design - Devices, equipment, structures and systems not designed by the
Engineer that the Contractor wishes to furnish shall be designed by either a
registered professional engineer or by someone the Engineer accepts as
qualified. If required, complete design calculations and assumptions shall be
furnished to the Engineer or Owner before ordering.
E. Testing Agencies - Soil testing shall be done by a testing laboratory that operates
in accordance to ASTM D-3740 and E-329 and be acceptable to the Engineer
prior to engagement. Mill certificates of tests on materials made by the
manufacturers will be accepted provided the manufacturer maintains and
adequate testing laboratory, makes regularly scheduled tests that are spot
checked by an outside laboratory and furnishes satisfactory certificates.
1.6 PRODUCT DELIVERY, STORAGE & HANDLING
A. Material shall be unloaded in a manner that will avoid damage and shall be stored
where it will be protected and will not be hazardous to traffic. The Contractor
shall repair any damage caused by the storage. Material shall be examined
before installation and neither damaged nor deteriorated material shall be used in
the work.
1.7 SEQUENCING AND SCHEDULING
A. The Contractor shall arrange the work so that sections of pipes between
structures are backfilled, checked, pavement replaced and the section placed in
service as soon as reasonable after it is installed.
1.8 ALTERNATIVES
A. The intention of these specifications is to produce the best system for the Owner.
If the Contractor suggests that alternate material, equipment or procedures will
improve the results at no additional cost, the Engineer and the Owner will
examine the suggestion and if it is accepted, it may be used. The basis upon
which acceptance of an alternate will be given is its value to the Owner and not
for the convenience of the Contractor.
1.9 GUARANTEE
A. The Contractor shall guarantee the quality of the materials, equipment and
workmanship for a period of 12 months after acceptance. Defects discovered
during the period shall be repaired by the Contractor at no cost to the Owner.
The Performance Bond shall reflect this guarantee.
j NA186601Docs\Specs102720.doc Page 3 of 13

1.10 EXISTING UTILITIES
A. All known utility facilities are shown schematically on the plans and are not
necessarily accurate in location as to plan or elevation. Utilities such as service
lines or unknovvi i facilities not shown on plans will not relieve the Contractor of his
responsibility under this requirement. "Existing Utilities Facilities" means any
utility that exists on the project in its original, relocated or newly installed position.
The Contractor will be held responsible for the cost of repairs to damaged
underground facilities; even when such facilities are not shown on the plans. The
Contractor shall contact all utility companies prior to beginning work and request
an accurate field location of their respective utility lines.
1.11 MEASUREMENT AND PAYMENT
A. Pipe Culverts and Storm Drains - The length of pipe will be paid for on a linear
foot basis, as measured along the centerline, from end of pipe to end of pipe.
Payment of which will constitute full payment for all pipe, joints, filter fabric and
bedding, including trenching, excavation, backfill and compaction, surface clean-
up, and all incidental labor and material necessary to complete the construction of
pipe as required by this section of the specifications.
B. Manholes and Drainage Inlets - Payment will be made on a contract unit price
basis. Payment will constitute full payment for all excavation, formwork, backfill,
compaction, frames, gratings or covers, concrete, brick and all miscellaneous
materials, surface clean-up and labor necessary to complete the construction.
C. Headwalls - Payment will be made on a contract unit price of each type. Payment
will constitute full compensation for the excavation, formwork, all materials, and
incidentals necessary to complete the construction.
D. Sheeting and Bracing - Will not be measured for direct payment and all costs and
charges in connection therewith shall be reflected and included in the item of
work to which it pertains.
E. Subgrade Drain - Payment for subgrade drain will be made at the contract unit
price per linear foot. Payment will constitute full payment for trenching, furnishing
and installing the perforated drain pipe with sock, furnishing and placing the lne
aggregate, prcper backfilling, surface cleanup, acceptable connection to
structures, and all work necessary to make the installation complete.
F. Borrow - Borrow material will be measured at the site by truck count, measuring
the capacity of the truck if full, or estimating the quantity if not full. The width of
the trench in which borrow is placed shall be limited to 2 feet wider than the
outside diameter of the pipe barrel. If additional width is excavated, it shall be
backfilled at the Contractor's expense and a deduction of the extra quantity
determined by truck count. Payment will include furnishing, hauling, placing and
compacting the "borrow" material. Payment will also include disposing of the
unsuitable material in an area furnished by the Contractor.
G. Ditch Excavation - Excavations required for the construction of new ditches and
regrading of existing ditches will be paid for per linear foot of ditch excavated.
INA186601Docs\Specs102720.doc Page 4 of 13

1.12 TESTING
A. Laboratory tests for moisture density relationship for fill materials shall be in
accordance with ^,STM D 1557, (Modified Proctor;.
B. In place density tests in accordance with ASTM D 1556 or ASTM D 2922.
C. Testing laboratory shall operate in accordance to ASTM D 3740 and E 329 and
shall be accepted by the Engineer.
D. The testing laboratory and Project Engineer/Project Representative shall be given
a minimum of 48 hours notice prior to taking any of the tests.
E. Testing shall be the responsibility of the Contractor and shall be performed at the
Contractors expense by a commercial testing laboratory that operates in
accordance with subparagraph C above.
F. Test results shall be furnished to the Engineer.
PART 2 - PRODUCTS
2.1 PIPE
A. Concrete Pipe - Shall be reinforced Class III and shall conform to ASTM
Specification C-76.
1. Joints - Shall be water tight flexible rubber gasket and shall meet ASTM
Specification C-443 and AASHTO M-198.
B. Corrugated Aluminum Alloy Pipe - Shall conform to ASTM B745 and AASHTO
M196. Pipe may be annular or helical.
1. Joints - Coupling bands shall be one piece lap -type, having a width that
conforms to the pipe manufacturer's recommendations. They shall be of
the angle lug, rod and lug, or U-bolt type. The type, size and gauge of the
bands and size of angles, bolts and rods shall be as specified in the
applicable standards or specifications for the pipe. The exterior rivet
heads in the longitudinal seam under the coupling band shall be
countersunk or the rivets shall be omitted and the seam welded.
2. Gaskets - Gaskets shall be made of 3/8-inch thick by 6-1/2-inch minimum
width closed cell expanded synthetic rubber, fabricated in the form of a
cylinder with a diameter approximately 10 percent less than the nominal
pipe size. The gasket material shall conform to the requirements of ASTM
131056, Grade Number SBE-43.
3. Bends - Where specified shall be shop fabricated to the angles and
dimensions shown on the plans.
NAI86601Docs\Specs102720.doc Page 5 of 13

C. Polyethylene - Shall be high density polyethylene corrugated pipe having an
integrally formed smooth interior, equivalent to Advanced Drainage Systems N-12
or Hancor Hi-Q Sure-Lok. Pipe shall conform to AASHTO M-252, M-294 and
ASTM D-3350.
1. Joints - Shall be polyethylene split couplings, corrugated to engage a
minimum of two (2) pipe corrugations on each side of the joint and
fastened according to manufacturer's recommendations or bell -and -spigot
joints, with the bell being an integral part of the pipe. Joints shall be soil -
tight.
D. Subgrade Drain - Shall be heavy duty corrugated polyethylene perforated pipe
manufactured by Advanced Drainage Systems (ADS) or equivalent and shall
conform to ASTM F-405 and F-667.
2.2 DRAINAGE STRUCTURES
A. Details - See plans.
B. Concrete - Reinforced and non -reinforced.
Class "A" - Minimum compressive strength T 3,000 psi at 28 days.
2. Reinforcing shall be covered by a minimum 1" of concrete for top slabs
and 1-1/2" for walls and bases and 3" where concrete is deposited directly
against the ground.
3. Expansion joint filler materials shall conform to ASTM Specification D
1751 or D 1752.
C. Mortar:
At connection of pipe and drainage structures shall be composed of one
part by volume of portland cement and two parts of sand. The portland
cement shall conform to ASTM C-150, Type I or II. The sand shall
conform to ASTM C-144 and shall be of an approved gradation. Hydrated
lime may be added to the mixture of sand and cement in an amount equal
to 25% of the volume of cement used. Hydrated lime shall conform to
ASTM C-207, Type S. The quantity of water in the mixture shall be
sufficient to produce a workable mortar, but shall in no case exceed 7
gallons of water per sack of cement. Water shall be clean and free of
harmful acids, alkalies and organic impurities. The mortar shall be used
within 30 minutes from the time the ingredients are mixed with water.
D. Brick Masonry - Brick shall conform to ASTM Specification C-62, Grade SW or C-
55, Grade S. Mortar for jointing and plastering shall consist of one part portland
cement and two parts fine sand. Lime may be added to the mortar in the amount
not more than 25% of the volume of cement. The joints shall be completely filled
and shall be smooth and free from surplus mortar on the inside of the structure.
Brick structures shall be plastered with 1/2-inch of mortar over the entire outside
surface of the walls. For square or rectangular structures, brick shall be laid in
INA186601Docs\Specs102720.doc Page 6 of 13

stretcher courses with a header course every sixth course, and for round
structures, brick shall be laid radially with every sixth course a stretcher course.
E. Precast - Shall be constructed in accordance with ASTM C-478 or C-913 and
conform to the details on, the project drawings.
1. .points - Shall be tongue and groove sealed with flexible gaskets or mastic
sealant. Gaskets shall be O-Ring or Type A or B "Tylox" conforming to
ASTM C443 and mastic shall be "Ram-nek" or equivalent with primer.
The primer shall be applied to all contact surfaces of the manhole joint at
the factory in accordance with the manufacturer's instructions.
2. Steps - Shall be polypropylene equivalent to M.A. Industries, Type PS-1 or
PS-1-13F. The steps shall be installed at the manhole factory and in
accordance with the recommendations of the step manufacturer.
Manholes will not be acceptable if steps are not installed accordingly.
3. Leaks - No leaks in the manhole will be acceptable. All repairs made from
inside the manhole shall be made with mortar composed of one part
portland cement and two parts clean sand; the mixing liquid shall be
straight bonding agent equivalent to "Acryl 60."
F. Frame, cover & grating shall conform to the details shown on the project
drawings. Grates in pavement and in other flush -mounted type surfaces shall be
of a "bicycle -safe" configuration consisting of 45 degree diagonal bars or slotted
grates with a maximum clear opening of 1" and a maximum length of 4". In any
case, the long dimension of the openings shall be located transverse to the
direction of traffic.
2.3 FILTER FABRIC
A. Shall be a non -woven heat -bonded fiber of polypropylene and nylon filaments
equivalent to Mirafi 140 N. The fabric shall be finished so the filaments will retain
their relative position with respect to each other. The fabric shall contain
stabilizers and/or inhibitors added to the base plastic to make the filaments
resistant to deterioration due to ultraviolet and/or heat exposure. The product
shall be free of flaws, rips, holes, or defects.
2.4 PRODUCT REVIEW
A. The Contractor shall provide the Engineer with a complete description of all
products before ordering. The Engineer will review all products by the submittal
of shop drawings before they are ordered.
NA186601Docs\Specs102720.doc Page 7 of 13

PART 3 - EXECUTION
3.1 ON SITE OBSERVATIONS OF WORK
A. The line, grade, deflection, and infiltration of storm sewers shall be tested by the
Contractor under the direction of the Engineer. The Engineer will have the right
to require that any portion of the work be done in his presence and if the work is
covered up after such instruction, it shall be exposed by the Contractor for
observation. However, if the Contractor notifies the Engineer that such work is
scheduled and the Engineer fails to appear within 48 hours, the Contractor may
proceed without him. All work done and material furnished shall be subject to
review by the Engineer or Project Representative, and all improper work shall be
reconstructed, and all materials which do not conform to the requirements of the
specifications shall be removed from the work upon notice being received from
the Engineer for the rejection of such materials. The Engineer shall have the
right to mark rejected materials so as to distinguish them as such.
The Contractor shall give the Project Engineer or Project Representative a
minimum of 48 hours notice for all required observations or tests. Storm sewers
shall be dry for observation by the Engineer. Lines being under water shall be
pumped out by the Contractor prior to observation, at no additional cost to the
Owner.
It will also be required of the Contractor to keep accurate, legible records of the
location of all storm sewer lines and appurtenances. These records will be
prepared in accordance with the paragraph on "Record Data and Drawings" in
the Supplementary Conditions. Final payment to the Contractor will be withheld
until all such information is received and accepted.
3.2 EXCAVATION FOR PIPE AND STRUCTURES
A. Excavated material shall be piled a sufficient distance from the trench banks to
avoid overloading to prevent slides or cave-ins.
B. Remove from site all material not required or suitable for backfill.
C. Grade as necessary to prevent water from flowing into excavations.
D. Remove all water accumulating in the excavation, from surface flow, seepage, or
otherwise, by pumping or other approved method.
E. Sheeting, bracing or shoring shall be used as necessary for the protection of the
work and safety of personnel.
3.3 TRENCHING FOR PIPE
f A. Trenching for Pipe - The width of trenches at any point below the top of the pipe
L shall be not greater than the outside diameter of the pipe plus 2' -0" for pipes
measuring through 30-inches, and 3'-0" for pipes greater than 30-inches, to
Lpermit satisfactory jointing and thoroughly tamping of the bedding material under
f NA18660\Docs\Specs\02720.doc Page 8 of 13

and around pipes. Sheeting and bracing where required shall be placed within
the trench width as specified. Care shall be taken not to over -excavate. Where
trench widths are exceeded, redesign with a resultant increase in cost of stronger
pipe or special installation procedures shall be necessary. Cost of this re -design
and increased cost of pipe or irstallatior shall be borne by the Contractor without
additional cost to the Owner.
B. Removal of Unsuitable Material - Where wet or otherwise unstable soil, incapable
of supporting the pipe, as determined by the Engineer, is encountered in the
bottom of the trench, such material shall be removed to the depth required and
replaced to the proper grade with select material, compacted as provided in the
paragraph "BACKFILLING PIPE," hereinafter.
3.4 BEDDING
A. The bedding surface for the pipe shall provide a firm foundation of uniform
density throughout the entire length of pipe. Before laying pipe, the trench bottom
shall be de -watered by the use of well points. Where the nature of the soil is
such that well points will not remove the water, the Contractor shall construct
sumps and use sump pumps to remove all water from the bedding surface. The
pipe shall be carefully bedded in a soil foundation that has been accurately
shaped and rounded to conform to the lowest one-fourth (1/4) of the outside
portion of circular pipe, or to the lower curved portion of arch pipe for the entire
length of the pipe. When necessary, the bedding shall be tamped to compacted
to 98% of optimum density. Bell holes and depressions for joints shall be only of
such length, depth, and width as required for properly making the particular type
joint.
B. Stone Backfill - Where, in the opinion of the Engineer, the subgrade of the pipe is
unsuitable material, the Contractor shall remove the unsuitable material six (6")
deep and furnish and place stone backfill in the trench to stabilize the subgrade.
The stone shall be 3/4-inch graded, but variations in the gradation will be
permitted upon approval of the Engineer. Attention is directed to the fact that the
presence of water does not necessarily mean that stone backfill is required. If
well points or other types of de -watering will remove the water, the Contractor
shall be required to completely dewater the trench in lieu of stone backfill. Stone
bac!cfi!I will be limited to areas where well pointing and other conventional
methods of dewatering will not produce a dry bottom. Pipe shall be carefully
bedded in the stone as specified above.
C. Sand Backfill - Where in the opinion of the Engineer, the character of the soil is
such that the material even though dewatered is unsuitable for pipe bedding, an
additional foot of excavation shall be made and replaced with clean sand
furnished by the Contractor.
3.5 PROTECTION OF UTILITY LINES
A. Existing utility lines that are shown on the drawings or the locations of which are
made known to the Contractor prior to excavation, and that are to be retained, as
well as utility lines constructed during excavation operations, shall be protected
from damage during excavation and backfilling and if damaged, shall be repaired
LN:1186601Docs\Specs102720.doc Page 9 of 13

by the Contractor at his expense. In the event the Contractor damages any
existing utility lines that are not shown on the drawings or the locations of which
are not known to the Contractor, report thereof shall be made immediately. If the
Engineer determines that repairs shall be made by the Contractor, such repairs
will be ordered under the clause of the GENERAL CONIDITKONS of the contract
entitled "CHANGES." When utility lines that are to be removed are encountered
within the area of operations, the Contractor shall notify the Engineer in ample
time for the necessary measures to be taken to prevent interruption of service.
3.6 PLACING PIPE
A. Each pipe shall be carefully examined before being laid, and defective or
damaged pipe shall not be used. Pipe lines shall be laid to the grades and
alignment indicated. Proper facilities shall be provided for lowering sections of
pipe into trenches. Under no circumstances shall pipe be laid in water, and no
pipe shall be laid when trench conditions or weather are unsuitable for such work.
Diversion of drainage or dewatering of trenches during construction shall be
provided as necessary. All pipe in place shall have been checked before
backfilling. When storm drain pipe terminates in a new ditch, the headwall or end
section together with ditch pavement, if specified, shall be constructed
immediately as called for on the plans. Ditch slopes and disturbed earth areas
shall be grassed and mulched as required. The Contractor will be responsible for
maintaining these newly constructed ditches and take immediate action subject to
approval to keep erosion of the ditch bottom and slopes to a minimum during the
life of the contract. No additional compensation will be given to the Contractor for
the required diversion of drainage and/or dewatering of trenches. Grassing of the
completed earth surface of the trench backfill shall conform to the requirements
of Section 02902 - "Grassing."
B. Concrete Pipe: Laying shall proceed upgrade with the spigot ends of bell and
spigot pipe and the tongue ends of tongue and groove pipe pointing in the
direction of the flow.
C. Corrugated Aluminum Pipe: Shall be laid with the separate sections joined firmly
together, with the outside laps of circumferential joints pointing upstream and with
longitudinal laps on the side. Lifting lugs, where used, shall be placed to facilitate
moving the pipe without damage to the exterior or interior coatings. Vertical
elongation, where indicated, shall be accomplished by side -fill compaction,
factory elongation, or by accepted method of strutting, as indicated.
D. Polyethylene Pipe - Shall be laid with the separate sections joined firmly together
on a firm, stable and uniform bedding. Provide a minimum 4 inches of bedding.
When rock or unyielding material is present in the trench bottom, install a 6 inch
minimum thickness cushion of bedding below the bottom of the pipe. Place pipe
in trench with the invert conforming to required elevations, slopes, and alignment.
Provide coupling or bell holes in pipe bedding in order to ensure uniform pipe
support. Fill all voids under the pipe by working in bedding material. Pipe shall
be installed in accordance with ASTM D-2321.
E. Subgrade Drain Tubing - Shall be laid as detailed on the construction drawings
with the invert conforming to required elevations and alignment.
NA18660\Dots\Specs\02720.doc Page 10 of 13

3.7 JOINTS IN PIPES
A. Concrete Pipe - Flexible watertight joints shall be made with rubber gaskets.
Jointing mate` sals shall have no more than one splice, except that two splices of
the rubber gasket will be permitted if the nominal diameter of the pipe exceeds
54-inches.
1. Installation of Filter Fabric at Joint - After each section is joined up, the
Contractor shall place two (2) layers of filter fabric around the joint, a
minimum of four feet wide, centered on the joint.
B. Corrugated Aluminum Pipe - Maintain pipe alignment and prevent infiltration of fill
material at joints during installation.
Installation of Gaskets - Shall be in accordance with the recommendations
of the manufacturer in regard to the use of lubricants and cements and
other special installation requirements. The gasket shall be placed over
one end of a section of pipe for half the width of the gasket. The other
half shall be doubled over the end of a section of pipe for half the width of
the gasket. The other half shall be doubled over the end of the same
pipe. When the adjoining section of pipe is in place, the double -over half
of the gasket shall then be rolled over the adjoining section. Any
unevenness in overlap shall be corrected so the gasket covers the ends
of the pipe sections equally. Connecting bands shall then be centered
over the adjoining sections of pipe, and rods or bolts placed in position
and nuts tightened. The band shall be tightened evenly, even tension
being kept on the rods or bolts and the gaskets shall be closely observed
to see that they are seating properly in the corrugations.
2. Installation of Filter Fabric at Joint - After the connecting band has been
tightened, the Contractor shall place two (2) layers of filter fabric around
the joint, a minimum of four feet, centered on the joint.
C. Polyethylene Pipe - Coupled joints shall be banded as per pipe manufacturer's
recommendations. Spigot ends of bell and spigot pipe shall be inserted into the
bell to the stop position mark. Push spigot into bEll using methods recommended
by the manufacturer, keeping pipe true to line and grade.
1. Installation of Filter Fabric at Joint - After each section is joined up, the
contractor shall place two (2) layers of filter fabric around the joint, a
minimum of four feet wide, centered on the joint.
D. Subgrade Drain Tubing - Joints shall be joined using snap couplings. When
installing sock wrapped pipe, overlap sock ends over coupling and secure with
polyethylene tape.
NA186601Docs\Specs102720.doc Page 11 of 13

3.8 BACKFILLING PIPE
A. After the bedding has been prepared, the pipe installed, select material from
excavation or borrow, at a moisture content that will facilitate compaction, shall be
placed along both sides of the pipe in layers not exceeding six -inches (6") in
compacted depth. The backfill shall be brought up evenly on both sides of the
pipe for the full length of the pipe. Care shall be taken to insure thorough
compaction of the fill under the haunches of the pipe. Each layer shall be
thoroughly compacted with mechanical tampers or rammers. This method of
filling and compaction shall continue until the fill has reached an elevation of at
least 12-inches above the top of the pipe. The remainder of the trench shall be
backfilled and compacted by spreading and rolling or compacted by mechanical
tampers or rammers in layers not to exceed 12-inches. Deficiencies in
compaction shall be corrected by the Contractor without additional cost to the
Owner. Where it is necessary in the opinion of the Engineer, any sheeting and/or
portions of bracing used shall be left in place, and the contract will be adjusted
accordingly. Untreated sheeting shall not be left in place beneath structures or
pavements.
B. For pipe placed in fill sections, the backfill material and the placement and
compaction procedures shall be as specified above. The fill material shall be
uniformly spread in layers longitudinally on or both sides of the pipe, not
exceeding six inches (6") in compacted depth, and shall be compacted by rolling
parallel with pipe or by mechanical tamping or ramming. Prior to commencing
normal filling operation, the crown width of the fill at a height of 12-inches above
the top of the pipe shall extend a distance of not less than twice the outside
diameter on each side of the pipe or 12 feet, whichever is less. After the backfill
has reached at least 12-inches, above the top of the pipe, the remainder of the fill
shall be placed and thoroughly compacted in layers not exceeding 12-inches.
C. In compacting by rolling or operating heavy equipment parallel with the pipe,
displacement of or injury to the pipe shall be avoided. Movement of construction
machinery over a culvert at any stage of the construction shall be at the
Contractor's risk. Any pipe damaged thereby shall be repaired or replaced at the
expense of the Contractor.
3.9 FIELD QUAL" CONTROL
A. Soil and density tests shall be made by a testing laboratory approved by the
Engineer and shall be made at the Contractor's expense. Laboratory tests of the
soil shall be made in accordance with ASTM D 1557. In -place density tests shall
be made in accordance with ASTM D 1556 or ASTM D 2922. Results of the tests
shall be furnished to the Engineer.
The minimum percent of compaction of the backfill material (in accordance to
ASTM D1557) shall be the following:
f In traffic Areas .......... 100% of maximum laboratory density.
LIn non -traffic Areas ..... 90% of maximum laboratory density, unless otherwise
approved by the Engineer.
NA18660\Docs\Specs\02720.doc Page 12 of 13

3.10 DRAINAGE STRUCTURES
A. Drainage structures shall be constructed of the materials specified for each type
and in accordance with the details shown: c^ the dra..i^gs.
3.11 REMOVE AND REPLACE PAVEMENT
A. Pavement shall only be removed after prior written authorization by the Owner.
Pavement removed and replaced shall be constructed in accordance with the
latest specifications of the State Department of Transportation. Traffic shall be
maintained and controlled by means of flagmen.
END OF SECTION
NA186601Docs\Specs102720.doc Page 13 of 13

U.S. ARMY CORPS OF ENGINEERS
WIIrMINGTON DISTRICT
Action ID. 200400468 County: Brunswick USGS Quad: Calabash
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
o/=Aii�ced Agent: Centex Homes
Address: 7050 Corporate Center Drive
Suite 200
Myrtle Beach, SC 29577
Telephone No.: 843-839-2200
Size and location of property (water body, road name/nutrber, town, etc.): The approximately 110 acre parcel is
located at the southwestern corner of the intersection of SR 1302 and SR1330. In wetlands adiacent to Shineletree
Swamp, north of Calabash. N.C.
Description of projects area and activity: Authorization to discharge fill material into 0.19 acres of jurisdictional
waters for the purpose of facilitatine the construction of the Savannah Lakes Phase 2 residential subdivision.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number:
Nationwide Pemut Number: 39
Your work is authorized by the above referenced pemut provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subj ect the
pemrittee to a stop work order, a restoration order and/or appropriate legal action,
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a
public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the
date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or
revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the
expiration date identified below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid
until the expiration date identified below, provided it complies with all new and/or modified terms and conditions. The District
Engineer may, at any time, exercise his discretionary authority to modify, suspend, or revoke a case specific activity's authollzation
under any NWP.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Wilmington, NC, at [phone].
This Department of the Army vorification does not relieve the pormittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
proga-am, please contact Jennifer Frye at 910-251-4923.
Corps Regulatory Officia Date: 04/07/2006
Expiration Date of Verification: 03/18/2007

Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. Tanis preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area abject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act, Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. Z The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued 1/28/2005. Action M 200400468
Basis of Jurisdictional Determination:
Appeals Information: (Tanis information does not apply to preliminary determinations as indicated by paragraph A. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the South Atlantic Division, Division Office at the Following address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:.
Date
Copy Furnished:
Charles Oates, S&ME, Inc., 1330 Highway 501 Business, Conway, SC 29526
Noelle Lutheran, DENR DWQ WiRO,127 Cardinal Drive Ext., Wilmington, NC 28405

Action ID Number:200400458
Permittee: Centex Homes
Date Permit Issued: 4/7/2006
Project Nianager::iennifer Frye
County:Brunswick
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
WILMINGTON REGULATORY FIELD OFFICE
POST OFFICE BOX 1890
WILMINGTON, NORTH CAROLINA 28402
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

NATIONWIDE PERIM 39
DEPARTNEM OF THE ARMY
CORPS OF ENGINEERS
FINAL NOTICE OF ISSUANCE AND MODIFICATION OF NATIONWIDE PERMITS
FEDBRAL REGISTER
AUTHORIZED MARCH 18, 2002
Residential, Commercial; and Institutional Developments. Discharges of dredged or fill
material into non -tidal waters of th a United States, excluding non -tidal wetlands adjacent to tidal
waters, for the construction or expansion of residential, commercial, and institutional building
foundations and building pads and attendant features that are necessary for the use and
maintenance of the structures. Attendant features may include, but are not limited to, roads,
parking lots, garages, yards, utility lines, stormwater management facilities, and recreation
facilities such as playgrounds, playing fields, and golf courses (provided the golf course is an
integral part of the residential development). The construction of new ski areas or oil and gas
wells is not authorized by this nationwide permit.
. Residential developments include multiple and single unit developments. Examples of
commercial developments include retail stores, industrial facilities, restaurants, business parks,
and shopping centers. Examples of institutional developments include schools, fire stations,
government office buildings, judicial buildings, public works buildings, libraries, hospitals, and
places of worship. The activities listed above are authorized, provided the activities meet all of
the fallowing criteria:
A. The discharge does not cause the loss of greater than \1/2\ acre of non -tidal waters of the
United States, excluding non -tidal wetlands adjacent to tidal waters;
B. The discharge does not cause the loss of greater than 300 linear feet of a stream bed, unless
for intermittent stream beds this criterion is waived in writing pursuant to a determination by the
District.Engineer, as specified below, that the project complies with all terms and conditions of
this nationwide permit and that any adverse impacts of the project on the aquatic environment are
minimal, both individually and cumulatively;
C. The permittee must notify the District Engineer in accordance with General Condition 13, if
any of the following criteria are met:
1. The discharge causes the loss of greater than \1/10\ acre of non tidal waters of the United
States, excluding non -tidal wetlands adjacent to tidal waters; or
2. The discharge causes the loss of any open waters, including perennial or intermittent
streams, below the ordinary high water mark (see Note, below), or
3. The discharge causes the loss of greater than 300 linear feet of intermittent stream bed.
Iu such case, to be authorized the District Engineer must determine that the activity complies

with the other terms and conditions of the nationwide p ermit, determine adverse
environmental effects are minimal both individually and cumulatively, and waive the
limitation on stream impacts in writing before the permittee may proceed-
D. For duacha%8s in sp-edal acra we sites, indluding watiands, the mtdficaticn Irxat include a
delineation of affected special aquatic sites;
E. The discharge is part of a single and complete project;
F. The permittee must avoid and minimize discharges into waters of the United States'at the
project site to the maximum extent practicable. The notification, when required, must include a
written statement explaining how avoidance and minimisation of losses of waters of the United
States were achieved on the project site. Compensatory mitigation will normally be required to
offset the losses of waters of the United States. (See General Condition 19.) The notification
must also include a compensatory mitigation proposal for offsetting unavoidable losses of waters
of the United States. If an applicant asserts that the adverse effects of the project are minimal
without mitigation, then the applicant may submit justification explaining why compensatory
mitigation should not be required for the District Bn&eees consideration;
G. When this nationwide permit is used in conjunction with any other nationwide pemnit, any
combined total permanent loss of waters of the United States exceeding \1/10\ acre requires that
the permittee notify the District Engineer in accordance with General Condition 13;
$..Any work authorized by this nationwide permit must not cause more than minimal
degradation of water quality or more than minimal changes to the flow characteristics of any
stream (see General Conditions 9 and 21);
I. For discharges causing the loss of \1/10\ acre or less of waters of the United States, the
pemAttee must submit a report, within 30 days of completion of the work, to the District
Engineer that contains the following information: (1) The name, address, and telephone number
of the permittee; (2) The location of the work; (3) A description of the work; (4)- The type and
acreage of the loss of waters of the United States (e.g., \1-/2\ acre of emergent wetlands); and (5)
The type and acreage of any compensatory mitigation used to offset The loss of waters of the
United States (c.g., \1/21, acre of emergent wetlands created, on site);
J. If there are any open waters or streams within the project area, the permittee will establish
and maintain, to the maximuam, extent practicable, wetland or upland vegetated buffers next to
those open waters or streams consistent with General. Condition 19. Deed restrictions,
conservation easements, protective covenants, or other means of land conservation and
preservation are required to protect and maintain the vegetated buffers established on the project
site.
2

Only residential, commercial, and institutional activities with structures on the foundation(s)
or building pad(s), as well as the attendant features, are authorized by this nationwide permit.
The compensatory mitigation proposal required in paragraph (f) of this nationwide permit may be
either conceptual or detailed. The wetland or upland vegetated buffer required in paragraph 0) of
this nationwide- permit will determined on a case -by -case basis by the District Engineer for
addressing water quality concerns. The required wetland or upland vegetated buffer is part of the
overall compensatory mitigation requirement for this nationwide permit. If the project site was
previously used for agricultural purposes and the farm owner/operator used Nationwide Permit
40 to authorize activities in waters of the United States to increase production or construct farm
buildings, Nationwide Permit 39 cannot be used by the developer to authorize additional
activities in waters of the United States on the prc j ect site in excess of the acreage limit for
Nationwide Permit 39 (i.e., the combined acreage loss authorized under Nationwide Permits 39
and 40 cannot exceed \1/2\ acre).
Subdivisions: For residential subdivisions, the aggregate total loss of waters of Unites States
'authorized byNationwide Permit 39 can not exceed\ll2\ acre. This includes any loss ofwaters
associated with development of individual subdivision lots. (Sections 10 and 404)
Note: Areas where wetland vegetation is not present should be determined by the presence or
absence of an ordinary high water mark or bed and bank. Areas that are waters of the United
States based on this criterion would require a Pre -Construction Notification (PCN) although
Water is infrequently present in the stream channel (except for ephemeral waters, which do not
require PCNs under paragraph (c)(s), above; however, activities that result in the loss of greater
6=\1/10\ acre of ephemeral waters would require PCNs under paragraph (c)(1), above) are
determined by the presence or absence of an ordinary high water mark or bed and. bank. Areas
that are waters of the United States based on this criteria would require a PCN even though water
is infrequently present in the stream channel (except for ephemeral waters).
!Fi

NA nONWIDE PERMIT GENERAL' CONDITIONS
The following General Conditions must be foLowed in order for any authorization by a
NWP to be valid:
1. Navigation. No activity may cause more than a minimal adverse effect on navigation.
2. proper Maintenance. Any structure or fill authorized shall be properly maintained,
including maintenance to ensure public safety.
3. Soil Erosion and Sediment Controls. Appropriate soil erosion and sediment controls
must be used and maintained in effective operating condition during construction, and all
exposed soil and other fills, as well as any work below the ordinary high water mark or high tide
line, must be permanently stabilized at the earliest practicable date. Permittees are encouraged to
perform work within waters of the United States during periods of low -flow or no: -flow.
4. Aquatic Life Movements. No activity may substantially disrupt the necessary life -cycle
movements of those species of aquatic life indigenous to the waterbody, including those species
that normally migrate through the area, unless the activity's primary pnVose is to impound water.
Culverts placed in streams must be installed to maintain low flow conditions.
5. Equipnient. Heavy equipment working in wetlands must be placed on mats, or other
measures must be taken to minimize soil disturbance.
6. Regional and Case -By -Case Conditions. The activity must comply with any regional
conditions that may have been added by the Division Engineer (see 33 CFR 330.4(e)) and with.
any case specific conditions added by the Corps .or by the state or tribe in. its Section 401 Water
Quality Certification and Coastal Zone Management Act consistency determination. .
7. Wild and Scenic Rivers. No activity may occur in a component of the National Wild and
Scenic River System; or in a river officially designated by Congress as a'stu.dy.river" for possible
inclusion in the system, while the river is in an official study status;.unless the appropriate
Federal agency, s*11 direct management respondbn?ity for each river, bias determined in writing
.that the proposed activity will not adversely affect the Wild and Scenic River designation, or
study status. Information on Wild aid Scenic Rivers maybe obtained from the appropriate
Federal land management agency in the area (e.g., National Pork Service, U.S. Forest Service,
Bureau of Land Management, U.S.-Fish and Wildlife Service).
8. Tribal Rights. No activity or its operation may impair reserved tribal rights, including,
but not limited to, reserved water rights and treaty fishing and hunting rights.
9. Water Quality.
4

a. In certain states and tribal lands an individual 401 Water Quality Certification must be
obtained or waived (See 33 CFR 330.4(c)).
b. For NWPs 12,14, 17, 18, 32, 39, 40, 42, 43, and 44, where the state or tribal 401
certification (either generically or individually) does not require or approve water quality
management measures, the permittee must provide water quality management measures that will
ensure that the authorized work does not result in more than minimal degradation of water
quality (or the Corps determines that compliance with state or local standards, where applicable,
will ensure no more than minimal adverse effect on water quality). An important component of
water quality management includes stormwater management that minimizes degradation of the
downstream aquatic system, including water quality (refer to General Condition 21 for .
stormwater management requirements). Another important component of water quality
management is the establishment and maintenance of vegetated buffers next to open waters,
including streams (refer to General Condition 19 for vegetated buffer requirements for the
NWPs).
This condition is only applicable to projects that have the potential to affect water quality.
While appropriate measures must -be taken, in most cases it is not necessary -to conduct detailed
studies to identify such measures or to require monitoring.
10. Coastal Zone Management. In certain states, an individual state coastal zone
management consistency concurrence must be obtained or waived (see 33 CFR 330.4(d)).
11. Endangered Species.
a. No activity is authorized under any NWP which is likely to jeopardize the continued
existence of a threatened or endangered species or a species proposed for such designation, as
identified under the Federal Endangered Species Act (ESA), or which will destroy or adversely
modify the critical habitat of such species. Non-federal permittees shall notify the District
Engineer if any listed species or designated critical habitat might be affected or is in the vicinity.
of the project, or is located in the designated critical habitat and shall not begin work on the
activity until notified by the District Engineer that the requirements of the ESA have been
satisfied and that the activity is authorized. For activities that may affect Federally -listed
endangered or threatened species or designated critical habitat, the notification must include the
name(s) of the endangered or threatened species that may be affected by the proposed work or
that utilize the designated critical habitat that may be affected by the proposed work. As a result
of formal or informal consultation with the FWS or NUTS the District Engineer may add
species -specific regional endangered species conditions to the NWPs.
b. Authorization of an activity by a NWP does not authorize the "take" of a threatened
or endangered species as defined under the ESA. In the absence of separate authorization (e.g., an
BSA Section 10 Permit, a Biological Opinion with "incidental take" provisions, etc.) from the
i7SFWS.or the NMFS, both lethal and non -lethal "takes" of protected species are in violation of
the BSA. Information on the location of threatened and endangered species and their critical
5

habitat can be obtained directly from the offices of the USFWS and NMFS or their World Wide
Web pages at http://www.fws.gov/r9endspp/endspp.htrol and http://www.nfms.noaa.gov/prot
res/overview/es.html respectively.
14. Historic Properties. No activity that may affect historic properties listed, or eligible for
listing, in the National Register of Historic Places is authorized, until the District Engineer has
complied with the provisions of 33 CFR part 325, Appendix C. The prospective pern3ittee must
notify the District Engineer if the authorized activity may affect any historic properties listed,
determined to be eligible, or which the prospective permittee has reason -to believe maybe .
eligible for listing on the National Register of Historic Places, and shall not begin the activity
until notified by the District Engineer that the requirements of the.National Historic Preservation
Act have been satisfied and that the activity is authorized. Information on the location and
existence of historic resources can be obtained from the State Historic Preservation Office and
the National Register of Historic Places (see 33 CFR 330.4(g)). For activities that may affect
historic properties listed in, or eligible for listing in, the National Register of Historic Places, the
notification must state which historic property may be affected by the proposed work or include a
vicinity map indicating the location of the historic property.
13. Notification.
a. Timing; where required by the terms of the NWP,- the prospective permittee must
notify the District Engineer with a preconstrnction notification (PCN) as early as possible. The
District Engineer must determine if the notification is complete within 30 days of the date of
receipt and can request additional information necessary to make the PCN complete only once.
However, if the prospective permittee does not provide all of the 'requested information, then the
District Engineer will notify the prospective pmmittee that the notification is still incomplete agd
the PCN review process will not commence until all of the requested information has been
received by the District Engineer: The prospective permittee shall not begin the activity:
1. Until notified in writing by the District Engineer that the activity may proceed
under the NWP with any special conditions imposed by the District or Division Engineer, or
2. If notified in writing by the District or Division Engineer that an Individual
P errnit is required; ox
3. Unless 45 days have passed from the District Engineer's receipt of the complete
notification and the prospective permittee has not received written notice from the Distdot or
Division Engineer. Subsequently, the permittee's right to proceed under the NWP may be
modified, suspended, or revoked only in accordance with the procedure set forth in 33 CFR
330.5(d)(2).
b. Contents of Notification: The notification must be in writing and include the
following information:
6

1. Name, address and telephone numbers of the prospective permittee;
2. Location of the proposed project;
3. Brief description of the proposed project; the projects purpose; direct and indirect
adverse environmental effects the project would cause; any other NWP(s), Regional General
Permit(s), or Individual Permit(s) used or intended to be used to authorize any part
of the proposed ptoj ect or any related activity. Sketches should be provided when necessary to
show that the activity complies with the terms of the NWP (Sketches usually clarify the project
and when provided result in a quicker decision.);
4. For NWPs 7,12,14, 18, 21, 34, 38, 39, 40, 41, 42, and 43, the PCN
must also include a delineation of affected special aquatic sites, including wetlands, vegetated
shallows (e.g., submerged aquatic vegetation, seagrass beds), and rime and pool complexes (see
paragraph 13(i));
5. For NWP 7 (Cutfall Structures and Maintenance), the PCN must include
information regarding the original design capacities and configurations of those areas of the
facility where maintenance dredging or excavation is proposed;
6. For NWP 14 (Linear Transportation Projects), the PCN must include a
compensatory mitigation proposal to offset permanent losses of waters of the US and a statement
dest ibing how temporary losses of waters of the US will be minimized to the maximum extent
practicable;
7. For NWP 21 (Surface Coal Mining Activities), the PCX roust include an Office
of Smface Mining (OSM) or state -approved mitigation plan, if applicable. To be authorized by
this NWP, the District Engineer must determine that the activity complies with the terms and
conditions of the NWP and that the adverse environmental effects are minimal both individually
and cumulatively and must notify the project sponsor of this determination in writing;
8. For NWP 27 (Stream and Wetland Restoration Activities), the PCN must include
documentation of the prior condition of the site that will be reverted by the permittee;
9. For NWP 29 (Single -Family Housing), the PCN must also include:
i. Any past use of this NWP by the Individual Permittee and/or the permitteds
spouse;
ii. A statement that the single-family housing activity is for a personal residence
of the permittee;
iii. A description of the entire parcel, including its size, and a delineation of
wetlands. For the purpose of this NWT, parcels of laud measuring. ll/41 acre or less will not
7

require a formal on -site delineation. However, the applicant shall provide an indication of where
the wetlands are and the amount of wetlands that exists on the properly, For parcels greater than
11/41-acre in size, formal wetland delineation must be prepared in accordance with the current
method required by the Corps. (See paragraph 13(1));
iv. A written description of all land (including, if available, legal descriptions)
owned by the prospective pem3ittee and/or the prospective pernuttee's spouse, within a one mile
radius of the parcel, in any form of ownership (including any land owned as a partner,
corporation, joint tenant, co -tenant, or as a tenant -by -the -entirety) and any land on which a
purchase and sale agremuent or other contract for sale or purchase has been executed;
10. For NWP 31 (Maintenance of.Existing Flood Control Facilities), the prospective
permittee must either notify the District Engineer with a PCN prior to each maintenance activity
or submit a five-year (or less) maintenance plan. In addition, the PCN must include all of the
following:
i. Sufficient baseline information identifying the approved channel depths and
configurations and existing facilities. Minor deviations are authorized; provided the approved
flood control -protection or drainage is not increased;
I A delineation of any affected special aquatic sites, including wetlands; and,
iii. Location of the dredged material disposal site;
11. For NWP 33 (Temporary Construction, Access, and Dewatering), the PCN must
also include a restoration plan of reasonable measures to avoid and minimie adverse effects to
aquatic resources;
12. For NWPs 39, 43 and 44, the PCN must also include a written statement to the
District Engineer explaining how avoidance and minimi ation for losses of waters of the US
were achieved on the project site;
.13..For NWP 39 and NWP 42, the PCN must include a compensatory mitigation
proposal to offset losses c.waters of the US or just -cation explaining why compensatory
mitigation should not be required. F ux discharges that cause the loss of greater than 300 linear
feet of an intermittent stream bed, to be authorized, the District Engineer must determine that the
activity complies with the other terms and conditions of the NWP, doi:muke. adverse
environmental effects are m;r imal both individually and cumulatively, and waive the ffioitation
on stream impacts in writing before the permittee may proceed;
14. For NWP 40. (Agricultural Activities), the PCN must include a compensatory
mitigation proposal to offset losses of waters of the US. This NWP does not authorize the
relocation of greater than. 300 linear feet of existing serviceable drainage ditches cons'cucted in
non -tidal streams unless, for drainage ditches constructed in intermittent nontidal streams, the
S

District Engineer waives this criterion in writing, and the District Engineer has determined that
the project complies with all terms and conditions of this NWP, and that any adverse impacts of
the project on the aquatic environment are minimal, both individually and cumulatively;
15. For NWP 43 (Stormwater Management Facilities), the. PCN must include, for
the construction of new stormwater management facilities, a maintenance plan (in accordance
with state and local requirements, if applicable) and a compensatory mitigation proposal to offset
losses of waters of the US. For discharges that cause the loss of greater than 300 linear feet of an
intermittent stream bed, to be authorized, the District Engineer must determine that the activity
complies with the other terms and conditions of the NWP, determine adverse environmental
effects are minimal both individually and cumulatively, and waive the limitation on stream
impacts in writing before the permittee may proceed;
16. For NWP 44 (Mining Activities), the PCN must include a description of all
waters of the US adversely affected by the project, a description of measures taken to mixrmi 7e
adverse effects to waters of the US, a description of measures taken to comply with the criteria of
the NWP, and a reclamation plan (for all aggregate mining activities in isolated waters and
non -tidal wetlands adj acent to headwaters and any hard rocklmineral mining activities);
17. For activities that may adversely affect Federally -listed endangered or .
threatened species, the PCN must include the name(s) of those endangered or threatened species
that may be affected by the proposed work or utilize the designated critical habitat that may be
affected by the proposed work; and
18. For activities that may affect historic properties listed in, or eligible for listing
in, the National Register of Historic Places, the PCN roust state which historic property may be
affected by the proposed work or include a vicinity map indicating the location of the historic
property.
c. Form of Notification: The standard Individual Permit application form (Form ENG
4345) may be used as the notification but must clearly indicate that it is a PCN and must include
all of the information required in (b) (1)-(18) of General Condition 13. A letter containing the
requisite information may also be used.
d. District Engineer's Decision: In reviewing the PCN for the proposed activity, the
District Engineer will determine whether the activity authorized by the NWP will result in more
than minimal individual or cumulative adverse environmental effects or may be contrary to the
public interest. The prospective permittee may submit a proposed mitigation plan with the PCN
to expedite the process. The District Engineer will consider any proposed compensatory
mitigation the applicant has included in the proposal in determining whether the net adverse
environmental effects to the aquatic environment of the proposed work are minimal. If the
District Engineer determines that the activity complies with the terms and conditions of the NWP
and that the adverse effects on the aquatic environment are minimal, after considering mitigation,
the District Engineer will notify the permittee and include any conditions -the District Engineer
9

deems necessary. The District Engineer must approve any compensatory mitigation proposal
before the permittee commences work, If the prospective permittee is required to submit a
compensatory mitigation proposal with the PCN, the proposal may be either conceptual, or
detailed. If the prospective pmmittee elects to submit a compensatory mitigation plan with the
PCN, +tee District Engineer will expeditizu"sly review t2b' i proposed cux�i},GPs Cory mitig on plar:.
The District Engineer must review the plan within 45 days of receiving a complete PCN and
determnee whether the conceptual or specific proposed mitigation would entire no.riaore than
minimal adverse effects on the aquatic environment. If the net adverse effects of the project on
the aquatic environment (after consideration of the compensatory mitigation proposal) are
determined by the District Bngineer to be minimal, the District Engineer will provide a timely
written response to the applicant. The response will state that the project can proceed under the
terms and conditions of the NWP.
If the District Engineer determines that the adverse effects of the proposed work are more
than minimal, then the District Engineer will notify the applicant either:
1. That the project does not qualify for authorization under the NWP and instruct
the applicant on the procedures to seek authorization under an Individual Permit;
2, that the project is authorized under the NWP subject to the applicant's submission
of a mitigation proposal that would reduce the adverse effects on the aquatic environment to the
minima] level; or
3. that the project is authorized under the NWP with specific modifications or
conditions. Where the District Engineer determines that mitigation is required to ensure no more
than minimal adverse effects occur to the'aquatic environment, the activity will be authorized
within the 45-day PCN period. The authorization will include the necessary conceptual or
specific mitigation or a'requirement that the applicant submit a mitigation proposal that would
reduce the adverse effects on the aquatic environment to the minimal level. When conceptual
mitigation is included, or a:oaitigation plan is required under item (2) above, no work in waters of
the US will occur until the District Engineer has approved a specific mitigation plain..
e. Agency Coordination: The District Engineer will consider any comments from
Federal and state agencies concerning the proposed aetirity's compliance vdth the terms and
conditions of the NWFs and the need for mitigation to reduce the projeel's adverse environmental
effects to a minimal level.
For activities requiring notification to the District Engineer that result in the loss of greater
than 11/2\ acre of waters of the US, the District Engineer will provide immediately (e.g., via
facsimile transmission, overnight mail, or other expeditious manner) a copy to the appropriate
Federal or state offices (USPW'S, state natural resource or water quality agency, EPA, State
Historic Preservation Officer (SHPO), and, if appropriate, the NMFS). With the exception of
NWP 37, these agencies will then have 10 calendar days from the date the material is transmitted
to telephone or fax the District Engineer notice. that they intend to provide substantive,
10

site -specific comments. If so contacted by an agency, the District Engineer will wait an
additional 15 calendar days before malting a decision on the notification. The District Engineer
will fully consider agency comments received within the specified time frame, but will provide
no response to the resource agency, except as provided below. The District Engineer will indicate
in the administrative record associated with each notification that the resource agencies' concerns
were considered. As required by section 305(b)(4)(B) of the Magnuson -Stevens Fishery .
Conservation and Management Act, the District Engineer will provide a response to NMFS
within 3 0 days of receipt of any Essential Fish Habitat conservation recommendations.
.Applicants are encouraged to provide the Corps multiple copies of notifications to expedite
agency notification.
f. Wetland Delineations: Wetland delineations must be prepared in accordance with the
current method required by the Corps (For NWP 29 see paragraph (b)(9)(iii) for parcels less than
(\1/4\-a.cre in size). The permittee may ask the Corps to delineate the special aquatic site. There
may be some delay if the Corps does the delineation. Furthermore, the 45-day period will not
start until the wetland delineation has been completed and submitted to the Corps, where
appropriate.
14. Compliance Certification. Every permittee who has received NWP verification from the
Corps will submit a signed certification regarding the completed work and any required
mitigation. The certification will be forwarded by the Corps with the authorization letter and will
include:
a. A statement that the authorized work was done in accordance with the Corps
authorization, including any general or specific conditions;
b. A statement that any required mitigation was completed in accordance with the
permit conditions; and
c. The signature of the permittee certifying the completion of the work and mitigation..
15. Use' of Multiple Nationwide Permits. The use of more than one NWP for a single and
complete project is prohibited, except when the acreage loss of waters of the US authorized by
the NWPs does not exceed the acreage limit of the NWP with the highest specified acreage limit
(e.g. if a road crossing over tidai waters is constructed under NWP 14, with associated bank
stabilization authorized by NWP 13, the maximum acreage loss of waters of the US for the total
project cannot exceed \ 1/3\-acre)
.16. Water Supply Intakes. No activity, including structures and work in navigable waters of
the US or discharges of dredged or fill material, may occur in the proximity of a public water
supply intake except where .the activity is for repair of the public water supply intake structures
or adjacent bank stabilization.
17. Shellfish Beds. No activity; including structures. and work in navigable waters of the US
11

or discharges of dredged or fill material, may occur in areas of concentrated shellfish
populations, unless the activity is directly related to a shellfish harvesting activity authorized by
NWP 4.
18. Suitable Material. No activity, including structures and work in navigable waters ox fiuG
US or discharges of dredged or fill material, may consist of unsuitable material (e.g., trash,
debris, car bodies, asphalt, etc.) and material used for construction or discharged must be free
from toxic pollutants in toxic amounts (see section 307 of the CWA).
19. Mitigation. The District Engineer will consider -the factors discussed below when
deter ining the acceptability of appropriate and practicable mitigation necessary to offset
adverse effects on the aquatic environment that are more than minimal.
a. The project must be designed and constructed to avoid and minimise adverse effects
to waters of the US to the maximum extent practicable at the project site (i.e., on site).
b. Mitigation in all its forms (avoiding, minimizi g, rectifying,: reducing or
compensating) will be required to the extent necessary to ensure that the adverse effects to the
aquatic environment are minimal.
. c. Compensatory mitigation at a minimum one -for -one ratio will be required for all
wetland impacts requiring a PCN, unless the District Engineer determines in wri4ng that some .
other form of mitigation would be more environmentally appropriate and provides a
proj ect-specific waiver of this requirement. Consistent with National policy, the District Engineer
will establish a preference for restoration of wetlands as compensatory mitigation, with.
preservation used only in exceptional circumstances.
d. Compensatory mitigation (i.e., replacement or substitution of aquatic resources for
those impacted) will not be used to increase the acreage losses allowed by the acreage limits of
some of the NWPs. For example,ll/41-acre of wetlands cannot be created to change a,13/4\acre
loss of wetlands to a 11/2\ acre loss associated with NWP 39 verification. However, 11/2\ acre of
created wetlands can be used to reduce the impacts of a \1/21-acre loss of wetlands to the
minimum impact level in order to meet the minimal impact requirement associated with NWPs.
e. To be practicable, the mitigation must be available and capable of being done
considering costs, existing technology, and logistics in light of the overall project purposes.
Examples of mitigation that may be appropriate and practicable include, but are'not limited to:
reducing the size of the project; establishing and maintaining wetland or upland vegetated buffers
to protect open waters such as streams; and replacing losses of aquatic resource functions and
values by creating, restoring, enhancing, or preserving similar functions and values, preferably in
the same watershed.
f Compensatory mitigation plans for projects in or near streams or other open waters
will normally include a requirement for the establishment, maintenance, and legal protection
12

(e.g., easements, deed restrictions) of vegetated buffers to open waters. In many cases, vegetated
buffers will be the only compensatory mitigation required. Vegetated buffers should consist of
native species. The width of the vegetated buffers required will address documented water
quality or aquatic habitat loss concerns. Normally, the vegetated buffer .will be 25 to 50 feet wide
on each side of the stream, but the District Engineers may require slightly wider vegetated buffers
to address documented water quality or habitat loss concerns. Where both wetlands and open
waters exist on the project site, the Corps will determine the appropriate compensatory mitigation
(e.g., stream buffers or wetlands compensation) based on what is best for the aquatic
environment or, a watershed basis. In cases where vegetated buffers are determined to be the
most appropriate form of compensatory mitigation, the District Engineer may waive or reduce
the requirement to provide wetland compensatory mitigation for wetland impacts.
g. Compensatory mitigation proposals submitted with the " notification" may be either
conceptual or detailed. If conceptual plans are approved under the verification, then the Corps
will condition the verification to require detailed plans be submitted and approved by the Corps
prior to construction of the authorized activity in waters of the US.
h. Permittees may propose the use of mitigation banks, in -lieu fee arrangements or
separate activity -specific compensatory mitigation. In all cases that require compensatory
mitigation, the mitigation provisions will specify the party responsible for accomplishing and/or
complying with the mitigation plaza.
20. Spawning Areas. Activities, including strictures and work in navigable waters of the
US of discharges of dredged or fill material, in spawning areas during spawning seasons must be
avoided to the maximum extent practicable. Activities that result in the physical destruction (e.g.,
excavate, fill, or smother downstream by substantial turbidity) of an important spawning area are
not authorized.
21. Management of Water Flows. To the maximum extent practicable, the activity must be
designed to maintain.preconstruction downstream flow conditions (e.g., location, capacity, and
flow rates). Furthermore, the activity must not permanently restrict or impede the passage of
normal or expected high flows (unless the primary purpose of the fill is to impound waters) and
the structure or discharge of dredged or fill material must withstand expected high flows. The
activity must, to the maximum extent practicable, provide for retaining excess flows from the
site, provide for maintaining surface flow rates from the site similar to preconstruction
conditions, and provide for not increasing water flows from the proj ect site, relocating water, or
redirecting water.flow beyond preconstruction conditions. Stream channelizing will be reduced to
the minimal amount necessary, and the activity must, to the maximum extent practicable, reduce
adverse effects such as flooding or erosion downstream and upstream of the project site, unless
the activity is part of a larger system designed to manage water flows. In most cases, it will not
be a requirement to conduct detailed studies and monitoring of water flow.
This condition is only applicable to projects that have the potential to affect waterflows.
While appropriate measures must be taken, it is not necessary to conduct detailed studies to
13

identify such measures or require monitoring to ensure their effectiveness. Normally, the Corps
will defer to state and local authorities regarding management of water flow.
22. Adverse Effects From Impoundments. If the activity creates an impoundment of water,
adverse affects to the aquatic System &aa to the, acceleration of the passage of water, and/or the
restricting its flow shall be minini?ed to the maximum extent practicable. This includes
structures and workin navigable waters of the US, or discharges of dredged or fill material.
23. Waterfowl Breeding Areas. Activities, including structures and work in navigable
waters of the US or discharges of dredged or fill material, into breeding areas for migratory
waterfowl must be avoided to the maximum extent practicable.
24. Removal of Temporary Fills. Any temporary fills must be removed in their entirety and
the affected areas returned to their preexisting elevation.
25. Designated Critical Resource Waters. Critical resource waters include,
NOAA-designated marine sanctuaries, National Estuarine Research Reserves, National Wild and
Scenic Rivers, critical habitat for Federally listed threatened and endangered species, coral reefs,
state natural heritage sites, and outstanding national resource waters or other waters officially
designated by a state as having particular environmental or ecological significance and identified
by the District Engineer after notice and opportunity for public comment. The District Engineer
may also. designate additional critical resource waters after notice and opportunity for comment.
a. Except as noted below, discharges of dredged or fill material into waters of the US
are not authorized by NWPs 7, 12; 14,16,17, 21, 29, 31, 35, 39, 40, 42, 43, and 44 for any
activity within, or directly affecting, critical resource waters, including wetlands adj scent to such
waters. Discharges of dredged or fill materials into waters of the US may be authorized by the
above NWPs in National Wild and. Scenic Rivers if the activity complies with General Condition
7. Further, such discharges maybe authorized in designated critical habitat for Federally listed
threatened or endangered species if the activity complies with General Condition 11- and the
USFWS or the NMFS has concurred in a determination of compliance with this condition. '
b. For NWPs 3, 8; 10,13, 15,18,19, 22, 23, 25, 27, 28, 30, 33, 34, 36, 37, and 38,
notification i€ required in accordance with General Condition 13, for any activity proposed in the
designated oitical resource waters including wetlands adjacent to those waters. The District
Engineer may authorize activities under these NWPs only after it is determined that the impacts
to the critical resource waters will be no more than minimal..
26. Fills Within 100-Year Floodplains. For purposes of this General Condition, 100-year
floodplaim will be identified through'the existing Federal Emergency Management Agency's
(FEMA) Flood Insurance Rate Maps or FEMA-approved local floodplain maps.
a. Discharges in Floodplain; Below -Headwaters. Discharges of dredged or fill material
into waters of the US within the mapped 100year floodplain, below headwaters (i,e. five cfs),
14

resulting in permanent above -grade fills, are not authorized by NWPs 39, 40, 42, 43, .ard 44.
b. Discharges in Floodway, Above Headwaters. Discharges of dredged or fill- material
into waters of the YTS within the FEMA or locally mapped floodway, resulting in permanent
above -grade fills, are not authorized by N'Dps 39, 40, 42, and 44.
c. The permittee must comply with any applicable FEMA approved state or local
floodplain management requirements.
27. Construction Period. For activities that have not been verified by the Corps and the
project was commenced or under contract to commence by the expiration date of the NWP (or
modification or revocation date), the work must be completed within 12-months after such date
(including any modification that affects the proj ect).
For activities that have been verified and the prof eat was commenced or under contract to
commence within the verification period, the work must be completed by the date determined by
the Corps.
For projects that have been verified by the Corps, an extension of a Corps approved
completion date maybe requested. This request must be submitted at least one month before the
previously approved completion date.
FURTHER INFORMATION
1. District Engineers have authority to determine if an activity complies with the terms and
conditions of a NWP.
2. NWPs do not obviate the need to obtain other Federal, State, or local permits, approvals, .or
authorizations required by law.
3. NWPs do not grant any property rights or exclusive privileges.
4. NWPs do not authorize any injury to the property or rights of others.
5. NWPs do not authorize interference with any existing or proposed Federal -project.
Best Management Practices fflAft : BNIPs are policies, practices, procedures, or structures
implemented to mitigate the adverse environmental effects on surface water quality resulting
from development. BN Ps are categorized as structural or nonstructural. A BUT policy may
affect the limits on a development.
15

Conpewatoa Mats• a� tion: For purposes of Section 10/404, compensatory mitigation is the
restoration, creation, enhancement, or in exceptional circumstances, preservation of wetlands
and/or other aquatic resources for the purpose of compensating for unavoidable adverse impacts,
which remain, ater .all appropriate and practicable avoidance and n3 i nbrn i-zation has been
achieved.
Creation: The establishment of a wetland or other aquatic resource where one did not formerly
exist.
Enhancement: Activities conducted in existing wetlands or other aquatic resources that increase
one or more aquatic functions.
,Ephemeral Stream: An ephemeral stream has flowing water only during and for a short duration
after, precipitation events in a typical year. Ephemeral stream beds are located above the water
table year-round. Groundwater is not a source of water for the stream. Runoff from rainfall is
the primary source of water for stream. flow.
Farm Tract: A unit of contiguous land under one ownership that is operated as a farm or part of
a farm.
Flood F kpe: That portion of the 100-year floodplain outside of the floodway (often refm-r d to
as "floodway frnnge").
Floodwe The area regulated by Federal, state, or local iequirem.ents to provide for the
discharge of the base flood so the cumulative increase in water surface elevation is no more than
a designated amount (not to exceed one foot as set -by the National Flood Insurance Program)
within the 100-year floodplain.
1'ndependent Ut&N: A test to detemsine what constitutes a single and complete project in the
Corps regulatory program. A proj ect is considered to have independent utility if it would be
constructed absent the construction of other projects in the project area. Portions of a multi
phase project that depend upon other phases of the project do not have independent utility.
Phases cf a project that would be constructed even if the o+.her phases were. not built can be.
considered'as separate single and complete projects with independent utility.
Intermittent Stream: An intermittent stream has flowing water during certain times of the year,
when groundwater provides water for stream flow. During dry periods, intermittent streams may
not have flowing water. Runoff from rainfall is a supplemental source of water for stream flow.
Loss .o waters of the US. Waters of the US that include the filled area and other waters that are
permanently adversely affected by flooding, excavation, or drainagebecause of the regulated
activity. Permanent adverse effects include permanent above -grade, at -grade, or below -grade
fills that change an aquatic area to dry -land, increase the bottom elevation of a waterbody, or

change the use of a waterbody. The acreage of loss of waters of the US is the threshold
measurement of the impact to existing waters for determining whether a prof ect may qualify for a
NWP; it is not a net threshold that is calculated after considering compensatory mitigation that
may be used to offset losses of aquatic functions and values. The loss of stream bed includes the
linear feet of stream bed that is filled or excavated. Waters of the US temporarily filled, flooded,
excavated, or drained, but restored to preconstruction contours and elevations after construction,
are not included in the measurement of loss of waters of the US. Impacts to ephemeral waters
are only not included in the acreage or linear foot measurements of loss of waters of the US or
loss of stream bed, for the purpose of determining compliance with the threshold limits of the
N IWPs.
Non -tidal Wetland: An area that, during a year with normal patterns of precipitation has standing
or flowing water for sufficient duration to establish an ordinary high water mark. Aquatic
vegetation within the area of standing or flowing water is either non -emergent, sparse, or absent.
Vegetated shallows are considered to be open waters. The term "open water" includes rivers,
streams, lakes, and ponds. For the purposes of the NWPs, this term does not include ephemeral
waters.
Perennial Stream: A perennial stream has flowing water year-round during a typical year. The
water table is located above the stream bed for the most of the year. Groundwater is the primary
source of water for stream flow. Runoff from rainfall is a supplemental source of water for
stream flow.
Permanent Above -grade FiII. A discharge of dredged or fill material into waters of the US,
including wetlands, that results in a substantial increase in ground elevation and permanently
converts part or all of the waterbody to dry land. Structural fills authorized by NWPs 3, 25, 36,
etc. are not included.
Preservation: The protection of ecologically important wetlands or other aquatic resources in
perpetuity through the implementation of appropriate legal and physical mechanisms.
Preservation may include protection of upland areas adjacent to wetlands as necessary to ensure
protection and/or enhancement of the overall aquatic ecosystem.
Restoration: Re-establishment: of wetland and/or other aquatic resource characteristics and
function(s) at a site where they have ceased to exist, or exist in a substantially degraded state.
Riffle `7e and Pool Complex: Riffle and pool complexes are special aquatic sites under the 404(b)(1)
Guidelines. Riffle and pool complexes sometimes characterize steep gradient sections of
streams. Such stream sections are recognizable by their hydraulic characteristics. The rapid
movement of water over a course substrate in riffles results in a rough flow, a turbulent surface
and high dissolved oxygen levels in the water. Pools are deeper areas associated with riffles. A
slow--- stream velocity, a streaming flow, a smooth surface, and a finer substrate characterize
Pools.
17

Single and Complete Project: The term "single and complete proj ect" is defined at 33 CFR
330.2(i) as the total project proposed or accomplished by one owner/developer or partnership or
other association of owners/developers (see definition of independent utility). For linear
projects, the "single and complete project" (i.e., a single and complete crossing) will apply to
each crossing of a separate water of the US (Le., a single waterbody) at that loceda A ,
exception is for linear projects crossing a single waterbody several times at separate and distant
locations; each crossing is considered a single and complete project. However, individual
chamels in a braided stream, or river, or individual arms of a large, irregularly shaped wetland or
lalce, etc., afire not separate waterbodies.
Stormwater Management: Stormwater management is the mechanism for controlling stormwater
runoff for the purposes of reducing downstream erosion, water quality degradation, and flooding
and mitigating the adverse effects of changes in land use on the aquatic environment..
Stormwater Management Facilities: Stormwater management facilities are those facilities,
including but not limited to, stormwater retention and detention ponds and BMPs, which retain
water for a period of time to control runoff and/or improve the quality (i.e., by reducing the
concentration of nutrients, sediments, hazardous substances aud*other pollutants) of stormwater
runoff
Stream Channelization: The mmipulation of a stream channel to increase.the rate of water flow
through the stream channel. Manipulation may include deepening, widening, straightening,
armoring, or other activities that change the stream cross-section or other aspects of stream
channel geometry to increase the rate of water flow through the stream chanaeL A channelized
stream remains a water of the US, despite the modifications to increase the rate of water flow.
Tidal Wetland: A tidal wetland is a wetland (i.e., water of the US) that is inundated by tidal
waters. The definitions of a wetland and tidal waters can be found at 33 CFR 328.3(b) and 33
CFR 32$.3(f), respectively. Tidal waters rise and fall in a predictable and measurable rhythm or
.cycle due to the gravitational pulls of the moon and sun. Tidal waters end where the rise and fall
of the water surface can no longer be practically measured in a predictable rhythm due to
masking by other waters, wind, or other. effects. Tidal wetlands are located channelward of the
high tide line (i.e., spring high tide line) and are inundated by tidal waters two times per lunar
m(mth, during -sprig high tides.
Vegetated Buffer: A vegetated upland or wetland area*next to rivers, streams, lakes, or other
open waters, which separates the open water from developed areas, including agricultural lard.
Vegetated buffers provide a variety of aquatic habitat functions and values (e.g., aquatic habitat
for fish and other aquatic organisms, moderation of water temperature changes, and detritus for
aquatic food webs) and help improve or maintain local water quality.• A vegetated buffer can be
established by maintaining an existing vegetated area or planting native trees, sluubs, and'
herbaceous plants on land next to openwaters. Mowed lawns are not considered vegetated
buffers because they provide little or no aquatic habitat functions and values. 'the establishment
and maintenance of vegetated buffers I a method of compensatory mitigatioA that can be used in
18

conjunction with the restoration, creation, enhancement or preservation of aquatic habitats to
ensure that activities authorized by NWPs result in minimal adverse effects to 'the aquatic
environment. (See General Condition 19.)
Vegetated Shallows: Vegetated shallows are special aquatic sites under the 404(b)(1) Guidelines.
They are areas that axe permanently inundated and under normal circumstances have rooted
aquatic vegetation, such as seagrasses in marine and estuarine systems and a variety of vascular
rooted plants in freshwater systems.
Waferbo y. A waterbody is any area that in a normal year has water flowing or standing above
ground to the extent that evidence of an ordinary high water mark is established Wetlands
contiguous to the waterbody are considered part of the waterbody.
FINAL REGIONAL CONDITIONS FOR NATIONWIDE PERMITS IN THE
WL1%MGTON DISTRICT
1. Waters Excluded from NWP or Subject to Additional Notification Requirements:
a. The Corps identified waters that will be excluded from use of this NWP. These waters
are:
1. Discharges into Waters of the United States designated by either the North Carolina
Division of Marine Fisheries (NCDMF) or the North Carolina Wildlife Resources Commission
'(NCWRC) as anadromous fish spawning area are prohibited during the period between February
15 and June 30, without prior written approval from NCDMF or NCWRC and the Corps.
2. Discharges into Waters of the United States designated as sturgeon spawning areas
are prohibited during the period between February 1 and June 30, without prior written approval
from the National Marine Fisheries Service (NUTS).
b. The Corps identified waters that will be subject to additional notification requirements for
activities authorized by this NWP. These waters are:
1. Prior to the use of any N WP in any of the following North Carolina designated
waters, applicants must comply with Nationwide Permit General Condition 13. In addition, the
applicant must furnish a written statement of compliance with all of the conditions of the
applicable Nationwide Permit. The North Carolina designated waters that require additional
notification requirements are "Outstanding Resource Waters" (ORW) and "High Quality Waters"
(HQW) (as defined by the North Carolina. Division of Water Quality), or Inland Primary
Nursery Areas" (lPNA) (as defined by the North Carolina Wildlife Resources Commission), or
contiguous wetlands (as defined by the North Carolina Division of Water Quality), or "Primary
Nursery Areas" (PNA) (as defined by the North Carolina Division of Marine Fisheries).
19

2. Applicants for any NWP in a designated "Area of Enviromnental Concern" (ABC) in
the twenty (20) coastal counties of Eastern North Carolina covered by the North Carolina Coastal
Area Management Act (CAMA), must also obtain the required CAMA permit. Con.sirac ion
activities may not commence until a copy of the approved CANA permit is furnished to the
apprcprLate W' i gton Dis-trict Regulatcrx Field Office Field O cc — P.C.1.1 c'=
1890, Wamington, NC 28402 or Washington Field Office —P.O. Box 1000, Washington, NC
27889) for authorization to begin work.
3. Prior to the use of any NWP on a Barrier Island of North Carolina, applicants must
comply with Nationwide Permit General Condition 13. In addition, the applicant shall. furnish a
written statement of compliance with all of the conditions listed of the applicable Nationwide
Permit,
-4. Prior to the use of any NWP in a "Mountain or Piedmont Bog" of North Carolina, .
applicants shall comply with Nationwide Permit General Condition 13. In addition, the applicant
shall famish a written statement of compliance with all of the conditions listed of the applicable
NWP.
Note: The following wetland community types identified in the N.C. Natural Heritage Program
document, "Classification of Natural communities of North Carolina. (Michael P. Schafale and
Alan S. Weakley,1990), are subject to this regional condition.
Mountain Boas Piedmont Boas
Swamp Forest -Bog Complex Upland Depression Swamp Forest
Swamp Forest -Bog Complex (Spruce Subtype)
Southern Appalachian Bog (Northern Subtype)
Southern Appalachian Bog (Southern Subtype)
Southern Appalachian Fen
5. Prior. to the use of any NWP in Mountain Trout Waters within twenty-five (25)
designated counties of North Carolina, applicants shall comply with. Nationwide General
Condition 13. In addition, the applicant shall furnish a written statement of compliance -with all
of the conclitioias listed of the applicable NWP. Notification will include a letter of comments
and reoommendations from the North Carolina Wildlife Resources Commission n,\TCW2? Q, the
location of work, a delineation of walaads, a -discussion of alternatives to working in the
Mountain Trout Waters, why other alternatives were not selected, and a plan to provide.
compensatory mitigation for all unavoidable adverse impacts to the Mountain. Trout Waters. To
facilitate coordination with the NCWRC, the proponent may provide a copy of the notification to
the NCWRC concurrent with the notification to the District Engineer. The NCWRC will
respond both to the proponent and directly to the Corps of Engineers.
The twenty-five (25) designated counties are:
Alleghany A.she Avery' - Yancey
Buncombe Burke Caldwell Wilkes
20

Cherokee
Clay
Graham Swain
Haywood
Henderson
Jackson Surry
Macon
Madison
McDowell Stokes
Mitchell
Polk
Rutherford
Transylvania
Watauga
6. Applicants shall notify the NCDENR Shellfish Sanitation Section prior to dredging in
or removing sediment from an area closed to shell fishing where the effluent may be released to
an area open for shell fishing or swimming in order to avoid contamination of the disposal area
and allow a temporary shellfish closure to be made. Any disposal of sand to the beach should
occur between November 1 and April 30 when recreational usage is low. Only clean sand should
be used and no dredged sand from closed shell fishing areas. If beach disposal was to occur at
times other than stated above or if sand from a closed shell fishing area is to be used, a swim
advisory shall be posted and a press release shall be made. NCDENR Shellfish Sanitation
Section must be notified before commencing this activity.
2. List of Final Corps Regional Modifications and Conditions for All Nationwide Permits
a. Individual or multiple NWPs may not be used for activities that result in the cumulative
loss or degradation of greater than 300 total linear feet of perennial streambed or intermittent
streambed that exhibits important aquatic function(s).
b. - Prior to the use of any NWP (except 13, 27, and 39) for any activity that has more than a
total of 150 total linear feet of perennial streambed impacts or intermittent streambed impacts (if
the intermittent streams has important aquatic function), the applicant must comply with
Nationwide Permit General Condition 1.3. In addition, the applicant shall furnish a written
statement of compliance with all of the conditions listed of the applicable NWP. Compensatory
mitigation is typically required for any impact that requires such notification. [Note: The Corps
uses the Intermittent Channel Evaluation Form, located with Permit Information on the
Regulatory Program Web Site, to aid in the determination of the intermittent channel stream
status. Also, NWPs 13, 27 and 39 have specific reporting requirements.]
c. For all Nationwide Permits which allow the use of concrete as a building material,
measures will be taken tc prevent live or ash concrete, including bags of usacured concrete,
fiom coming into contacr with waters of the state until the concrete has hardened.
d. For all Nationwide Permits that allow for the use of riprap material for bank stabilization,
filter cloth must be placed underneath the riprap as an additional requirement of its use in North
Carolina waters.
e. For all NWPs that involve the construction of culverts, measures will be included in the
construction that will promote the safe passage of fish and other aquatic organisms.
All culverts in -the 20 CAMA. coastal counties must be buried to a depth of one foot below. the
APBTaarh Fill HankiuII
Cvbverk d
17Blow Y'lYVilStltil�$
' tc agpxps�te
Stm6u CUNth
Hotta=

bed of the, stream or wetland. For all culvert construction: activities, the dimension, pattern; and'
profile of the stream, (above and below a pipe or culvert), should not be modified by widening
the stream channel or by reducing the depth of the stream. Culvert inverts will be buried at least
one foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts
48 inches in diameter or smaller, culverts in-m-t. be buried below the bed of the stream to a depth
equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will
satisfy this condition. A waiver from the depth specifications in this Regional.Condition may be
requested in writing: The waiver will only be issued if it can be demonstrated that the impacts of
complying with this Regional Condition would result in more adverse impacts to the aquatic
environment.
3. Additional Regional Conditions Applicable, to .this Nationwide Permit
a. Discharges in wetlands and in perennial streams for stormwater management facilities are
prohibited under this NWP.
b. Single-family recreational facilities are nat authorized under NWP 39.
Recreational facilities, if they are incorporated into and setvirig an'.entire rosidential, commercial,
or institutional development can be authorized by this NWP. '
NOIt'I'l8[ CAROL. INA DMSION OF WATER QUAIL][T'IZ
GENERAL CERTIFICATION CONDITIONS
For the most recent General Certification conditions, call the NC Division of Water Quality,
Wetlands/401 Certification Unit at (919) .733-1786 or access the following website:
http://h2o.enr.state.ne.ust newetlands/
NORTH CAROLINA DIVISION OF COASTAL. MANAGEMENT
STATE CO.N-SISTENCv
Consistent.
Citations:
2002 Nationwide Permits - Federal Register. Notice 15 Ian 2002
2002 Nationwide Permits Corrections Federal Register Notice .13 Feb 2002
2002 Regional Conditions — Authorized 1714ay 2002
22

a
SAVANNAH LAKES
PHASE 3
BRUNSWICK COUNTY, NORTH CAROLINA
-Z_
STORMWATER MANAGEMENT
ve
t.-d - r )t�fE P %
(AAC17 fl
PREPARED FOR
nHu CENTER HOMES
MNERS
r`Q871 Ash
OF
JULY 269 2006
REviSED: OCTOBER 18, 2006
18660.406
THOMAS & HUTTON ENGINEERING CO.
SAVANNAH, GEORGIA
CHARLESTON, SOUTH CAROLINA
MYRTLE BEACH, SOUTH CAROLINA
ST. SIMONS ISLAND, GEORGIA

TABLE OF CONTENTS
ProjectNarrative.................................................................................................................Section 1
Summaryof Results............................................................................................................Section 2
Siteand Drainage Basin Maps............................................................................................Section 3
Timesof Concentration.......................................................................................................Section 4
Curve Number Calculations................................................................................................Section 5
Pre -Development ICPR Model Input.................................................................................Section 6
Pre -Development ICPR Model Output...............................................................................Section 7
Post Development ICPR Model Input................................................................................Section 8
Post Development ICPR Model Output..............................................................................Section 9
Design Calculations for Ponds..........................................................................................Section 10
HGL Calcs, Supporting Calcs & Reference Maps............................................................Section 11
3

Section 10
Design Calculations

Savannah Lakes Phase 3
at The Meadow Lands
Design for Water Quality Control (POND 3A)
U %cr t
Calcualtions
Determine percent impervious cover of the drainage area.
Is a Vegetated Filter Required (Yes or No)?
No
Drainage Area = 6.58 ac.
Impervious area = 2.85 ac.
% Impervious 40%
1.3
43.3%
1.5
50%
1.8
Determine average permanent pool depth (or select depth for
comparison purposes).
Temporary Pool Elev: 29.65 ft.
Permanent Pool Elev: 29.0 ft.
Bottom of Pond Elev: 25 ft.
Design Permanent Pool Depth: 6.0 ft.
7.5' max
Permanent pool surface area as a percentage of the drainage area:
1.5 %
Determine the required surface area of the permanent pool.
Permanent pool surface area (Required):
ac
(SA/DA ratio/100)*drainage area
sq. ft.
Es
Provided Permanent Pool surface area
sq. ft.
Determine the design runoff volume to be controlled from the 1" storm.
Rv=0.05+0.009(I)
Rv = runoff coefficient = storm runoff (inches) / storm rainfall (inches)
I = Percent hnpervious = Drainage area (acres) / Impervious portion of the drainage area (acres)
Runoff Volume (Rv):
0.44 in./in.
Volume —(Design rainfall) (Rv) (Drainage Area)
Volume to be controlled from the 1" storm:
Temporary Pool Volume:
Weir required to drawdown the 1" storm
Temporary Pool Volume
Depth of Pond (P)
Temporary Pool Depth
Minimum Drawdown time
Maximum Drawdown time
Q Required
10,454
cu. ft.
ft.
ft.
days
days
cfs
6.0
0.65
2
5
0.0605
0.24 ac. R.
10,4541 cu. ft.
(Temporary PV / Provided Permanent Pool SA)
Q=3.27+0.04(H/P)(L-0.2H)H"'
Weir Len ft.
Weir Height
(ft.)
H (ft.)
Qo(cfs)
Drawdown
(days)
Remark
1.000
0.649
0.324
0.5651
0.2
Too Fast
0160
0.649
0.324
0.0575
2.1
OK
0.170
0.649
0.324
0.0635
1.9
Too Fast
N:\18660\dsgn\Stormwater\Report\18660-DENR Stormwater quality 1-inch.xls 10/19/2006

POND #3A
Savannah Lakes Phase 3
at The Meadow Lands
Design for Water Quality Control (POND 3A)
1. REQUIRED 3:1 RATIO POND INFORMATION TABLE
3A TvrP C, J + 3
ELEV.
AREA ftg
INCR. VOLUME ftg
CUM. VOLUME ft3
23.0
166
0
0
24.0
683
424
424
25.0
1,274
979
1,403
26.0
19M
1,605
3,008
27.0
2,671
2,304
5,311
28.0
31478
3,075
8,386
20.0
4,356
3,917
12.303
2. PROVIDED POND INFORMATION TABLE (POND 3A)
ELEV.
AREA W
INCR. VOLUME ft3
CUM. VOLUME fN
23.0
3,920
0
0
24.0
503
4,792
4,792
25.0
6,970
6,317
11,108
260
8,712
7,841
18,949
27.0
10.454
9,583
28,532
28.0
12,197
11,326
39,858
29,0
16117
14,157
54,015 f='"
29.6
17,263
16,685
70,699
zb
Required Temporary Pool Volume to Control the First 1" = 10,454 W ?
Provided Temporary Pool Volume to Control the First 1" in Pond # 3A = 16,685 ft3
Additional Storage Volume Provided (Pond 3 only) = 6,230 ftg
Required Surface Area of the Permanent Pool = 4,356 ftg
Provided Surface Area of the Permanet Pool = 16,117 ft'
Additional Surface Area Provided = 11,761 fta
-3
0 77`i
N:1186601dsgnlStormwaterlReport118660-DENR Stormwater quality 1-inch.xls 10/19/2006

Savannah Lakes Phase 3
at The Meadow Lands
I Design for Water Oualitv Control (PONDS 3A & 3) 1
Determine percent impervious cover of the drainage area.
Is a Vegetated Filter Required (Yes or No)?
Drainage Area = i 23.78 acY
Impervious area = b.08 ac.
% Impervious 20%
25.6%
30%
(includes area going to Lake 3A and 3) "-
includes impervious area going to Lake 3A and 3)
1.3
1.6
1.8
Determine average permanent pool depth (or select depth for comparison purposes).
Temporary Pool Elev: ft.
Permanent Pool Elev: ft.
Bottom of Pond Elev: ft.
Design Permanent Pool Depth:V17.5ft.
7.5' max
Permanent pool surface area as a percentage of the drainage area:
1.6 %
Determine the required surface area of the permanent pool.
Permanent pool surface area (Required):
0.38 ac
(SA/DA ratio/ I 00)*drainage area
16,553 sq. ft.
Provided Permanent Pool surface area
30,492] sq. ft.
Determine the design runoff volume to be controlled from the 1" storm.
Rv=0.05+0.009(I)
Rv = runoff coefficient = storm runoff (inches) / storm rainfall (inches)
I = Percent Impervious = Drainage area (acres) / Impervious portion of the drainage area (acres)
Runoff Volume (Rv): 0.28 in./in.
Volume --(Design rainfall) (Rv) (Drainage Area)
Volume to be controlled from the I" storm:
Temporary Pool Volume:
Weir required to drawdown the 1" storm
Temporary Pool Volume
24,394
cu. ft.
Depth of Pond (P)
7.5
ft.
Temporary Pool Depth
0-80
ft.
Minimum Drawdown time
2
days
Maximum Drawdown time
5
days
Q Required
0.1412
cfs
0.56 ac. ft.
24,394 cu. ft.
(Tetnporany PV / Provided Permanent Pool SA)
Q=3.27+0.04(H/P)(L-0.2H)H' s
Weir Length (ft.)
Weir Height
(ft.)
H (ft.)
Qo cfs
Drawdown
(days)
Remark
0.300
0.800
0.400
0.1821
1.6
Too Fast
0.250
0.800
0.400
0.1407
2.0
OK
0.130
0.800
0.400
0.0414
6.8
Too Slow
N:1186601dsgnlStormwaterlReport118660-DENR Stormwater quality 1-inch.xls 10/19/2006

Savannah Lakes Phase 3
at The Meadow Lands
Design for Watcr Quality Control JPONDS IA & 31
PON.i lVik a *Pr.)nds 3A is inter -connected u+ 0 tul o
1. REQUIRED 3:1 RATIO POND INFO RMNTION TA13LE
PLEV
AREA (W)
INCR,VS11) ukt
710
;,.mv
2 2%
2,296
; .1 0
Al
3,2141!
tI.517
hie
8 q23
I PROVOED POW0 INFORMATION TASL6 (POND 3 ONLY)
qqzl+l
17—
C7LFV
b
AREA(—,
T'
29
I f 126
. o V
14 1101
13,939
2b, 1.36
2i 0
16-10JIS
15,899
�Mi
'.l 14-1
20.255
80.-3is'S
03
�-z U
Mt4a,ofW1 Sk)(&,Je WlWiW P(Owkied tFi'Ifld 3 onfy.
A —a (if lfit,+ P-ofi,&-ool FIvO -
Atw.l uf tl,,e. PerrooO Pc:u, -
~raft �itdfzYrf�r_.e Arci, f3ru

Savannah Lakes Phase 3
at The Meadow Lands
I Design for Water Oualitv Control (POND 6) 1
Determine percent impervious cover of the drainage area.
Is a Vegetated Filter Required (Yes or No)? No
Drainage Area = 4 96 ac.
Impervious area = 2.23 ac.
% Impervious 40% 1.3
45.0% 1.5
50% 1.8
Determine average permanent pool depth (or select depth for comparison purposes).
Temporary Pool Elev: 25.59 ft.
Permanent Pool Elev: 25 0 ft.
Bottom of Pond Elev: 20.o ft.
Design Permanent Pool Depth: 5.0 ft.
7.5' max
Permanent pool surface area as a percentage of the drainage area:
1.5 %
Determine the required surface area of the permanent pool.
Permanent pool surface area (Required):
0.08 ac
(SA/DA ratio/100)*drainage area
3,485 sq. ft.
Provided Permanent Pool surface area
13,93 sq. ft.
Determine the design runoff volume to be controlled from the 1" storm.
Rv=0.05+0.009(I)
Rv = runoff coefficient = storm runoff (inches) / storm rainfall (inches)
I = Percent Impervious = Drainage area (acres) / Impervious portion of the drainage area (acres)
Runoff Volume (Rv):
0.45 in./in.
Volume=(Design rainfall) (Rv) (Drainage Area)
Volume to be controlled from the I" storm:
Temporary Pool Volume:
Weir required to drawdown the 1" storm
Temporary Pool Volume
Depth of Pond (P)
Temporary Pool Depth
Minimum Drawdown time
Maximum Drawdown time
Q Required
8,276
cu. ft.
ft.
ft.
days
days
cfs
5.0
0.59
2
5
0.0479
0.19 ac. ft.
8,276 cu. ft.
(Temporary PV / Provided Permanent Pool SA)
Q=3.27+0.04 -0.2H Hl"
Weir Len (ft.)
Weir Height
(ft.)
H (ft.)
Qo cfs
Drawdown
(days)
Remark
0200.
0.594
0.297
0.0744
1.3
Too Fast
0.125
0.594
0.297
0.0347
2.8
OK
0 090
0.594
0.297
0.0162
5.9
Too Slow
N:1186601dsgnlStormwaterlReport118660-DENR Stormwater quality 1-inch.xls 10/19/2006

Z6P►fBy, � N.
Savannah Lakes Phase 3
at The Meadow Lands
Design for Water Quality Control (PONDS 6)
1. REQUIRED 3:1 RATIO POND INFORMATION TABLE
ELEV.
AREA ft2
INCR. VOLUME ft3
CUM. VOLUME ft3
20.0
295
0
0
21.0
789
542
r 542
220
1,355
1,072
1,614
23.0
1,993
1,674
3,288
240
1 2 703
1 2,348
5,636
25.0
1 3,486
1 3,094
8,730
3. PROVIDED POND INFORMATION TABLE (POND 6)
/7W � i 7 i(4
PbG(Z+ b,(,'=M8
.7' 1 a,
Required Temporary Pool Volume to Contro the First,1lll 8,276 ft3
Provided Temporary Pool Volume to Control the First 1" in PonA5 =
Additional Storage Volume Provided (Pond 3 only) =1 6,336 ft3
ELEV.
AREA ft
INCR. VOLUME ft3
CUM. VOLUME ft3
200
6 534
0
0
210
7,614
7,074
7,074
22.0
8,712
8,163
15,237
23.0
10,019
9,366
24,603
24.0
11,326
10,673
35,275
25.0
13,939 1
12,633
47,908
25.6
15,286 1
1
62,520
Required Surface Area of the Permanent Pool = 3,485 ft2
Provided Surface Area of the Permanet Pool = 13,939 ft2
Additional Surface Area Provided = 10,454 ft2
3. *FOREBAY INFORMATION TABLE (FOREBAY 1; Pond 6)
ELEV.
AREA ft2
INCR. VOLUME ft3
CUM. VOLUME ft3
20-0
156
0
0
21.0
334
245
245
22.0
571
453
697
23.0
867
719
1,416
240
1 1,219
1 1,043
1 2,459
25.0
1 1,631
1 1,425
1 3,884
3. *FOREBAY INFORMATION TABLE (FOREBAY 2; Pond 6)
ELEV. AREA (ft2) INCR. VOLUME (ft3) CUM. VOLUME (ft3)
20.0
362
0
0
210
646
504
504
220
993
819
1,323
23.0
1,397
1,195
2,518
24.0
1,857
1,627
4,144
2-4 -;1
2,380
1 2,118
6,263
Required Design Forebay Volume (20% * Provided Vol.)= 9,582 ft3
Total Provided Forebay Volume = 10,147 ft3
N:1186601dsgnlStormwaterlReport118660-DENR Stormwater quality 1-inch.xls 10/19/2006

Ut U-Ub-CUgq wfl W 19 M 5 I HNLts r * WliLt:, rti r tiro Irv, u t uo r wocc
rp voiit
BrwwAck testy --Register of Deeds
Rabeat J. Pnbjn=n
InSt #233998 Book 2027Page 93.7
10/15n004 04:48o39M Reclr
b cc llr'• n
RI•'
1-3 Y`''
TO f , . se. •� ,.,,,�,_ T
G�►sN E;t:� ..�BY
ASSIGNMENT AND ASSUMPTION OF DECLARANT'S RIGHTS
THIS ASSIGNMENT AND ASSUMPTION OF DECLARANT RIGHTS
(Assignment), effective this 115 - day of nI Abe= 2004, by and between
MEADOWLANDS GOLF CLUB, INC., a corporation organized and existing under the
fawns of the state of Now Carolina (the Developer, and CENTEX HOMES, a Nevada
General Partnership (the Assignee).
WITNESSETH:
WHEREAS, Developer is in the original Declarant named in the Master
Declaration of Meadowlands Golf Club recorded in Book 1198, Page 916, Brunswick
County Regl'stry (herein, Declaration);
AND WHEREAS, as the Declarant named in the Declaration, Developer
possesses certain rights, duties, benefits and obligations as described In the Declaration
(herein, Developer's Rights) relating to Meadowland Golf Club,- Inc.;
AND WHEREAS, the Declaration provides that the Developer's Rights may be
assigned by the Developer;
AND WHEREAS, this Assignment is made pursuant and subject to all of the
representations, warranties, terms, covenants and conditions of that certain Real Estate
Contract dated December 22,, 2003 by and bin Developer and the Assignee (as
amended, supplemented and/or assigned from time to time, the Purchase Agreement).
All capitalized terms used but not defined herein shall have the same meanings
assigned to there in the Purchase Agreement.
AND WHEREAS, the Purchase Agreement provides that, at the First Closing, the
Developer shall convey to the Assignee all of the Developer's right and obligations as
Declarant in the Declaration, except for any declarant rights applicable to those portions
of Meadowlands Golf Club owned by Developer to the extent required for marketing,
sale and construction of residential dwelling un is on such property.

— • utu-uo-euugt nun ue, 1t rn 011114Lc1 a unLc, rn rnn nu, oiuornovee- r. VU/ 1 i
Inat # 233998 Book 2027Page: 918
AND WHEREAS, Developer has agreed to assign to Assignee the Developer's
Rights relating to the Property under the Declaration; and Assignee has agreed to
accept the Developer's Rights end to assume the Developer'a dutlee and abllgaticris
thereunder;
AND WHEREAS, Assignee desires to acquire the Developer's Rights, and Is
willing to exercise them and to perform the duties of the Developer thereunder;
NOW THEREFORE, for good and valuable considerations, the receipt and
adequacy of which are hereby acknowledged, the parties agree as follows:
1. Pursuant to the Declaration, Developer hereby grants, transfers and assigns
unto Assignee, its successors and assigns, all of the Developer's- right, title and interest
In and to the Developers Rights, including, but not limited to (I) any easements reserved
to and exercisable by the Developer as sat forth in the Declaration or other deed
restrictions, covenants or limitations pertaining to the Real Property or any portion
thereof, (ii) the Developer's rights to exercise control over any property owners'
association, homeowners association, or other similar organization or entity relating to
the Real Property, (iii) the Developer's rights to vote its membership Interest under the
Declaration; and (iv) the Developer's architectural review and approval rights pertaining
to the Real Property or any portion thereof; LESS AND EXCEPTING from said grant,
transfer and assignment any declarant rights applicable to those portions of
Meadowlands Golf Club owned by Developer to the extent required for marketing, sale
and construction of residential dwelling units on such property.
2. Assignee hereby accepts, assumes and agrees to perform all rights, benefits,
covenants, duties and obligations of Developer under the Declaration and under any
other Developer's Rights which are assigned by this Assignment, subject to the terms of
this Assignment.
3. Developer represents and warrants that Developer Is not in fault under any of
the provisions of any of the Declaration and that Developer has trade no other
assignment of any of its rights under the Declaration to any other person or entity.
4. The Developer hereby Indemnfies and holds the Assignee harmless from any
claims or damage incurred by the Assignee as a result of (i) any default by the
Developer of Its obligations under the terms of this Assignment or (il) any exercise of, or
failure to exercise, the Developer's Rights by the Developer prior to the date hereof.
5. The Assignee hereby Indemnities and holds the Developer harmless from any
claims or damage incurred by the Developer as a result of (Q any default by the
Assignee of its obligations under the terms of this Assignment or (ii) any exercise of, or
failure to exercise, the Developer's Rights by the Assignee after the date hereof.
6. In addition, should Assignee fail to purchase the remainder of the Takedown
Parcels from Assignor, the rights assigned to Assignee under this agreement shall revert

=E-VU-LUU9 11V11 UL 14 rn o I Hau J Cc VHU, rn _ r r1n nu, n t uo i VOUee r, i ui , ,
inst # 233998 Book 2027Qage: 919
to Developer, Its successors and/or assigns. In that event, Assignee would reassign to
Developer or its successors or assigns, all of the rights and obligations assigned
^:�; :;ant to this Assignment and Assumption of Jeveloper'a P�gnts, less and excepting
any declarant rights applicable to those portions of Meadowlands Golf Club which were
developed by Assignee to the extent required for marketing, sale and construction of
residential dwelling units on such property
S. This Assignment and Assumption shall inure to the benefit of and be binding
upon the parties hereto and their successors and assigns.
7. This Assignment and Assumption shall be governed by and construed In all
respects under the laws of the State of North Carolina.
IN WITNESS WHEREOF, this Assignment and Assumption has been executed
on behalf of the parties by their duly authorized officers the day and year first written
above.
Developer: MEADOWLANDS GOLF CLUB, INC., a North
Carolina oration
Name:_ c5)i f1
Title:_ k1(' e5r�
Assignee:
CENTEX HOMES,
a Nevada general Partnership

VI:U UU GVV't I1U11 UC.13U III JIMILL R vnLL, 1n I'n71 Inv. OIVU19dVGL
1, 1 AI AL
STATE OF NORTH CAROLINA Iasi: # 233998 Hook 2027Prage: 920
COUNTY OY BRUNSWICK
I, -Q,,., a Notary Public for said unty and State, do
hereby eertifw hat .. _r,/a ?. me.70-^h , the 1�i�e- � .d� W�' of
Meadowlands Golf Club, Inc,,'a North Carolina Corporation, personally appeared before
me this day and acknowledged the"dire execution of the foregoing Instrument on behalf
of the company.
WITN
official seal this .,L��day of , 2004.
N,.. ." AM. rna►
._
My Commission Expires: L Q:i5:-.
iv-0 wda•+' .
STATE OF sole //7 ,
COUNTY OF
OF
I, sl-lee'/in , a Notary Public for said County and State, do
hereby certify that &, the avisrvj27aesof
Centex Homes, a Naveds General Partnership, personally appeared before me this day
and acknowledged the due execution of the bregoing Instrument on behalf of the
company.
WITNESS my hand and official seal this I-Q . day of .2004.
-�fvzz-wt' U
Notary Public '
STATR OF NORTH CAROLM
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Cortificate(s) of
My Commission Expires 7"11d-o(f
PENNY M MORE, EILEEN DOWLING
Notury(ies) Public is (ate) Certified to ba Co► vot. 15th Oatober 2004
This Instrument was filed for Re iatmdon on this Day or ,
in the Book and page shown on the First Fags hereof.
RO]Bzkr J. R N, Register of Dec&

DEC-06-2004 MON 02!13 PH STANLEY & DALE, PA FAX NO, 9105793M P. 02/11
10/19/2004
03,570.00 73
mrt
II A MOO H8141e
0.
1. sreb. Tax
STATE OF NORTH CAROLIINA
COUNTY OF BRUNSWICK
WITHOUT OPINION OF TITLE
�i
rI i
1#uenwa Ir'
I �tMtr—ftlstar of Daods
RAbeLt J rinsm
Irrst 0233999 Book 2027Page 921
20/15/2 �� 04:49:Ifta Sao
Uq
BY: SHEIL.A K. McLAMB
ATTORNEY AT LAW
THIS DEED, Made this jq!�day of October, 444, by and between
MEADOWLANDS GOLF CLUB, INC., a duly orgadfqd and existing North Carolina
corporation with its principal office and place of busino , ;coated in Brunswick County, North
Carulina,Grantort and CENTEX HOMES, a Nevada aviral Partnership, authorized to do
business in Brunswick County, Grantees, whose mailit� address is: 205D QXparate Centre
D e. Suite 200._M r%le Beach. SC 29577%
The designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns, and shall include singul ` Jiural, masculine, feminine or nouter as
required by context. ' '
I
WItTNESSE :
That the Grantor for a valuable consideration I ft by the Grantee, .the receipt of which
is hereby acknowledged, has and by these presents does I , grant, bargain. sell and convey unto
the Grantee in fee simple, all that certain lot ofparcq f land situated in Brunswick County,
State of North Carolina, and more particularly described) follows:
BEING ALL of the 34.619 Acres, Meadowlands, more particularly described in a
Boundary Survey of Takedown 1 prepared by as & Hutton Engineering
dated October 12, 2004 as the same is shown on uqp recorded in Map Cabinet
31 at Page l (Pb of the Brunswick C�4nty Registry.
SUWECT TO AND TOGETHER WITH all 0s, duties, privileges, and
obligations appurtenant to said unit as set forth i' the Declaration of Covenants,
Conditions, and Restrictions recorded in Book 1 , Page 916 of the Brunswick
County Registry and Supplemental Declarations, in Book 1233 at Page
1293, Book 1552 at Page 6, Book 1677 at Page 9, Book 1677 at Page 1420,
Book 1739 at Page 162 and Book 2—'7 at Pageof the Brunswick
County Registry.
TO HAVE AND TO HOLD the aforesaid loth parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee ple.
And the Grantor covenants with the Grantee t Grantor is seized of the premises in
foe simple, has the right to convey the same in fee that title is marketable and free and
clear of all oneurnbrances, and that Grantor will w t and defend title against the lawful
Claims of au persons whomsoever except for the 'oa hereinafter stated. Title to the
property horeinabove described is subject to the folloexooptions:

VhV-VU-44A 11UN UL:13 Fn STMLhY & ME, PR
PAX NU. 81OWU3822 Y, 03/11
inut 11
1. 2004 Ad valorem taxes
2. Applicable restrictions, easements, and resemi
3. All local, county, raw and federal laws and v
occupancy, subdivision, usage, construction a
property.
4. The Caw Caw drainage easement and the Shii
5. The 25 foot golf cart, maintenance and so=
E on Map �L at Page II„FD_.
b. Temporary sewer easement
IN WITNESS WHEREOF, the Grantor has of
corporate name by its duly authorized officer by authori
year first above written.
STATE OF NORTH CAROLJKA
COUNTY OF'$
I,�u �.i . r°e, . a Notary
do hereby certify th Sheila IC. McLatttb, Vice Preside
Personally came before me this day, and being.by me du
being authorized to do so executed the foregoing and an
MEADOWLANDS GOLF CLUB, INC.
Witness my hand and official seal, this 14 V.
I do
My commission expires:
IIs' nu _
STATE OF NORTH OtROLINA
COUNTY OF BRUNSWICK PENNY M MOORE
The Foregoing (or annexed) Certificates) or
Book 2027fte; 922
ns of record.
lations relative to the zoning,
development of the described
Canal.
it that is shown as Inset D and
sed this instrument to be signed in its
of its Board of Directors, the day and
GOLF CLUB, INC.
vev-e-
imb. Vice President
Me of the aforesaid County and State,
of Moadowlands Golf Club, Inc.
sworn, says that be, as President,
Ked instrument for and in behalf of
of 2004.
Notary(ios) Public is (are) Certified to bo Cortect. 15th October 200 4
Day
This Instrument was filed for Registration on this
in the Book and page shown on the First Page hereof. r
P.011M J.R N,-ReOderoiDee&

uv wuY i_ 1VI UG :14 rll 01nnLni tc UHLC, YH PAX NU, lllUbfllSkfCL Y, 54/11
Brunswick Coumtyy--deter of Deeds
Robert J. Robinscm
inst #234000 Book 2027 921
10/1S/2004 04:49:36pa Rwi 0< /
'RV ` {�► a _"" �'�*^..•
MAP
NON- WARRANTY BRED
STATE Or NORTH CAROLINA
COUNTY OF BRUNSWICK
WITHOUT OPINION OF TITLE
PREPARED BY: SHEILA K McLAMB
ATTORNEY AT LAW
THIS DEBD, Made this Aqday of =, 2004, by and between
MEADOWLANDS GOLF CLM INC., a duly organized and existing North Carolina
corporation with its principal officc and place otbusiness located in Brunswick County, North
Carolina, Grantor; and MEADOWLANDS PROPERTY OWNERS ASSOCIATION, INC.,
Grantees, whose mailing address is: P.O Box 4159.Calabash. NC 29467:
The designation Grantor and Grantee as used hereln shall include said parties, their
heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH:
That the Grantor for a valuable consideration paid by the Grantee, the receipt of which
Is hereby acknowledged, has and by these presents does give, grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in Brunswick County,
State of North Carolina, and more particularly described as follows:
BEING ALL of the 0.799 Anna, Meadowlands, according to a survey prepared
by Thomas & Hutton Engineering dated August 3, 2004 and revised on October
12, 2004 as the sarao is shown on map recorded hi Map Cabinet at Page s-1$q
of the Brunswick County Registry.
SUBJTM TO AND TOGETHER WITH all rights, duties, privileges, and
obligations appurtenant to said unit as set forth in the Declaration of Covenants,
Conditions, and Restrictions recorded in Book 1198, Page 916 of the Brunswick
County Registry and Supplemental Declarations recorded in Book 1233 at ?ago
1283, Book 1552 at Page 6, Book 1677 at Page 1418, Book 1617 at Page 1420;
Book 1739 at Page 162 and Book 9a7 at ?age _9J,�_ of the Brunswick
County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.

UhU-Utl-?UU4 HUN U2, 14 Pn ;;I'ANLEY & DALE, PR FAX NO, UlUbY931J22 P. Ub/l l
Inet 0 234000 Book 2027Page; 924
1. 2004 Ad valorem taxes
2. Applicable restrictions, easements, and reservations of record.
3. All local, county, state and federal laws and regulations relative to the zoning,
occupancy, subdivision, usage, constniction and development of the described
property.
IN WITNESS WHEREOF, the Greater has caused this instrument to be signed in its
corporate name by its duly authorized officer by authority of its Board of Directors, the day and
year first above written.
MEADOWLANDS LF CLUB, INC.
IB'Y- v P
Sh ht amb, Vice 1Presideat
STATE OF NORTH CAROLINA
COUNTY OFSr4jLMtn1Qc,,
1, �Lrmsu 1.1 • AMC:.., a C:.. Notary Public of the aforesaid County and State,
do hereby certify that Sheila K. Mciamb, Vice President of Meadowlauds Golf Club, Inc.
personally came before me this day, and being by me duly sWbm, says that he, as President,
being authorized to do so executed the foregoing and annexed instturaent for and in behalf of
MEADOWLANDS GOLF CLUD, INC.
Witness tray hand and official seal, this —19f day of "6�� 2004.
� 0-T RAY PUHLIC��`
My Commission expires:
STATE OF NORTH CAROLIINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificates) of PENNY M tdoORiC
i
Notary(les) Public is (arc) Certified to 4e Correct. 15th October 200A
This Instrument was filed for Registration on this Day of ,
in the Book and page shown on the First Page hereof.
ROUEROURILT J. R N, RoRistor of Deeds

T DEC-UB-2UU4. MON 02:14 P11 STANLEY & DALE, PA FAX NO. 810783622 P. UB/11
Z ia�awick C=t:Y—•RMist = of Doeds
Robert x. WbitU+
just 8233991 Book 202
10/1S/2004 04:48:15= 8= Gt v i
RE� i--�
CASH REF By
STATE OF NORTH CAROLINA PREPARED BY: SHLILA K. MCLAMB
COUNTY OF BRUNSWICK
THIS SUPPLEMENTAL DECLARATION is made thiB Aeday of met" . 2004
by Meadowlands Golf Club, Inc., a North Carolina corporation (hereinafter referred to as
"Declarant").
WITNESSET14:
WHEREAS, Declarant prepared end filed of record that certain Declaration of Covenants,
Conditions, and Restrictions for Meadowlands Golf Club in Book 1198, Page 916, et seq., in the
public land records of Brunswick County, North Carolina (such instrument as supplemented and
amended is herein referred to as the "Declaration"); and
WHEREAS, the Declarant desires to submit Additional Property to the terms of the
Declaration and the, additional property is described as;
BEING ALL of the 34.619 Acres, Meadowlands, more particularly described
in a Boundary Survey of Takedown 1 prepared by Thomas & Hutton Engineering
dated October 12, 2004 sa the same is shown on neap recorded in Map Cabinet
at Page L (ab of the Brunswick County Registry,
NOW, THEREFORE, pursuant to the powers retained by the Declarant under the
Declaration, Declarant hereby subjects the real property herein described to the provisions of the
Declaration and this Supplemental Declaration. Submitted additional property shall be sold, used,
conveyed, occupied, and mortgaged or otherwise encumbered pursuant to the provisions of this
Supplemental Declaration and the Declaration, bath of which Ahall run with the title to submitted
additional property and shall be binding upon all person having any right, title, or any interest in
submitted additional property, their respective heirs, legal representatives, successors,
successors -in -title, and assigns. The provisions of this Supplemental Declaration shall be binding
upon Meadowlands Golf Club Property Owners Association, Inc., in accordance with the terms
of the Declaration.

M-0-iM4 NUN Ue;14 1`I1 6'1'HNLEY & ME, NH MA NU. ulublt dU& P. Ul/11
Inst # 233997 Book 2027Page: 916
ARTICLE l
De—ftwone
The definitions set forth in Article 1 of the Decleratio* are incorporated herein by reference.
ARTICLE 2
Declaration
Except as specifically amended hereby, the Deelarati and all terms thereof small remain in
full force and affect.
IN WITNESS WHEREOF, the undersigned Declaran has executed this Supplemental
Declaration the day and you first above written.
DECLARANT: ME kDOWLANDS GOLF CLUB, INC., a
Noi th Carol rorporWoA
f
By:
S"alk, hfiLamb. Vice President
STATE OF NORTH CAROLINA
couNTY OF BRUNSWICK
a Notary Publi for the aforesaid County and State, do
hereby certify that shells I_ MaLamb, Vice Preafdont of Meadowlands Golf Club, Inc.,
porsonally came before me this day, and being by me 4014sworn, says that he, as President,
being authorized to do no executed the foregoing and an
instrtunew for and in behalf of
MEADOWLANDS GOLF CLUB, INC. k
Witness my hand and official stamp or seal, this day of jk"e1- . 2004.
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK PENNY M MOORF
The Foregoing (or annexed) Certificare(s) of
Notary(les) Public is (are) Cordfied to be Correct. 15th October 2004
This Instrument was filed for Registration an -ibis Day o ,
in the Bonk and page shown on the !first Pago hereof. pi
J. ROJITN90N, Resister of Deeds

=t C!, =M ister of Deld,
Inst 1#280585 Book 2200P
07/28/2005 01:38e36p. 582
0 lj
go to
Fpsg
L'. �
STATE OF NORTH CAROLIN ) im
.MENTAL DECLARATION OF
NANTS, RESTRICTIONS,
COUNTY OF BRUNSWICK �n °CHARGES AND LIENS FOR
WOLF CLUB
WHEREAS, on February 2, 1998, Meadowlands Golf Club, Inc., a North Carolina
corporation, (hereinafter "Developer") executed its Declaration of Covenants, Conditions and
Restrictions, for Meadowlands Golf Club (hereinafter referred to as "Declaration'),. which
appears in Book 1198 at Page 916 of the Brunswick County, North Carolina Registry; and
WHEREAS, pursuant to the ro °
p p on 12.3 of said Declaration,
Developer reserved the right to sub the terms of the Declaration
to additional restrictions by recur, up ec arabon in the Brunswick County,
North Carolina Registry; and
WHEREAS, pursuant to an Assignment and Assumption of Developer's Rights, on
October 15, 2004, Developer assigned to Centex Homes, a Nevada general partnership
(hereinafter "Centex Homes'), all of its rights and duties as D ant under the aforesaid
Declaration, as recorded in Book 2027 at Page 917 in the Brunswic ty, No
Registry, including the right to develop certain real property, said
particularly described as follows: n n
M'
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED
HEREIN BY REFERENCE
WHEREAS, Centex Homes, now desires to submit the above described property to
additional restrictions as. described more fully below. %a.�n
NOW THEREFORE, pursuant to the provisions of Article ithe
Declaration, Centex Homes does hereby: MUFFECM
A. • Expand the protective covenants, restrictions easements, charges and liens for the
Property known as the "Meadowlands Golf Club" and subject to the Declarations and all
subsequent amendments and supplements thereto to include the following restrictions and
covenants:
n
1. The State of North Carolina is made a beneficiary of these covenan thg�%�
necessary to maintain compliance with the stormwater management pe IT
2. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
3. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water Quality.
UN
MYRTMEACH 743760
CASH :-R'1tP 9Y,

V u V Inst # 280585 Book 2200Page: 583
4. Alteration of the drains shown on the approved plan may not take place
without the concurrence of the Division of Water Quality.
5. The maximum allowable built -upon area per lot is 4000 square feet. This allotted
amount includes any built -upon area constructed within the lot property boundaries, and
that an of the right-of-way een the front lot line and the edge of the pavement.
Built u incl ted to, structures, asphalt, concrete, gravel, brick,
stone, sl ung areas, but does not include raised, open wood decking,
or th" of SwRoaffilmols.
6. All runoff from the t-upon areas on the lot must drain into the permitted
System This may be accomplished through providing roof drain gutters which drain to
the street, grading the lot to drain toward the street, or grading perimeter swales to collect
lot runoff and directing them into the stormwater system or into the street. Lots that will
naturally drain into the system are not required We these addit l M.
The above listed restrictions shall be includ e� lions and
enforced against all parcels sold at the Meadowlands P�evel
IN TESTIMONY WHEREOF, Centex Homes, a Nevada General Partnership, ha caused
Ps instrument to be signed in its name by its duly authorized partners, this the ay of
2005.
HO n
A' O P
B . oration, a Nevada
Corporation, the so a aging general partner
For C tex Hom a Nevada General Partnership
By: 4
Its:
@ AAL.
V
��Frczi�c
MYRTLEDRACH 74376v1
Nv�,�,,�F
lC
CIA
U UNnFFfCIq[

zft
STATE OF SOUTH CAROL,iNA Inst # 280585 Book 220OPage: 584
COUNTY OF HORRY
I, the undersigned, hereby certify thaappeared before me
Us day and acknowledged thaof CENTEX REAL,ESTATE CORPOitA iO ,l thorized toact as same, and that by
authority duly given and as the act orftq-f"d4d,
a foregoing instrument was signed in its
name.
WITNESS my hand and df5cial stw&or seal, this the of (� OL
t
otary P Co.W �1-11
4°;.. i
MyCommission Expires: I t�t �fsf'•k+r `� = as
s`' a ,%'
'w,,,4.�1 y:
o
STATE OF NORTS CAROLJNA (19
COUNTY OF BRUNSWICK
LYNN GATLIN STEVENS
The -Foregoing (or annexed) Certificate(s) of
Notary(ids) Public is ( )Certified to be Correct. _ „o,., July 2005
This Instrument was fil Registration t$ [p1 f1: •• Day of
in the Book and page show(n� th
R011M J. WtIRMON, Register of Deeds
U
MYRTLBB1iACH74376vt O
GFJVFFWJML
V 91ic��.,n
Zee
Cip`L
Un'OFf jc„I

a
o FFgC�g
U In$t 8 280585 Book 2200Page: 585
EXIiIt3
BEING ALL of the 34.619 Acres, Meadowlands, more particularly described in a
Boundary Survey of Takedown 1 prepared by Thomas & Hutton Engineering dated October 12,
2004 as the same is shown of a map recorded in Map Cabinet 31 at Page £the Brunswick����
County Registry. M O��
SUBJECT TO AND TOGETHER WITH all rights, duties, privile�,l�1i o% '" L
appurtenant to said unit asset forth in the Declaration of Covenants, Conditions, and Restnc
recorded in Book 1198, Page 916 of the Brunswick County Registry andSupplemental
Declarations recorded in Book 1677 at Page 1283, Book 1552 at Page 6, Book 1677 at Page
1418, Book 1677 at Page 1420, Book 1739 at Page 162 and Book 2027 at Page 915 of the
.Brunswick ounty Registry.
a
UNnFf=lClq�,,
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Robert J. ester of Deus
Inst g313820 Book 2326rage 1220
02/02/2006 02:15:06pm Rwg
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STATE OF NORTH CAROLINA PREPARED BY: THE STANLEY LAW FIRM
COUNTY OF BRUNSWICK
SUPPLEMENTAL DECLARATION OF COWEN,4�'GOL TNS,
AND RESTRICTIONS FOR MEADOWLAN F
THIS SUPPLEMENTAL DECLARATION is made on this —Lq_ Day of January, 2006 by
Centex Homes, a Nevada General Partnership (hereinafter referred to as "Centex Homes").
WHEREAS, Meadowlands Golf Club, Inc., a North Carolina corporation, hereinafter referred
to as "Developer", executed a Declaration of Covenants, Con and Rastricti (
Meadowlands Golf Club, (hereinafter referred to as "Decleratiore,), which t L
at Page 916, at seq, of the Brunswick County, North Carolina Reg' ft�
WHEREAS, pursuant to an Assignment of Developer's RigW leper a�
Homes, its rights as Declarant and Developer to develop certain real property within Mead
Golf Club and submit said property to the provisions of the Declaration, said property being described
as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATE
�l HEREIN BY REFERENCE
1
Said Assignment of Developers Rights was recorded on OCM n
2027 at Page 917 of the Brunswick County, North Carolina Registry; a (1gb
WHEREAS, pursuant to the provisions of said Declaration, Developer reserved the right to
submit additional real property to the terms of the Declaration by recording a supplemental
Declaration in the Brunswick County, North Carolina Registry, and
WHEREAS,
rovisions of t Centex Domes, now desires to submit the above described property to the terns
n ❑ F�y/r' rsuant to the powers retained by the Declarant under the Declaration,
ammdoelM
l� A. Submit a add the property shown on the attached Exhibit "A" to Meadowlands Golf
Club.
CIAO
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JAN 1 1 2008
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UNUFMCM rust # 313820 Book 2326Page: 1221
B. Extend the scheme of the Covenants, Conditions and Restrictions as recorded in Deed
Book 1198 at Page 916, et seq. of the Brunswick County, North Carolina Registry to the said
property shown on Exhibit AA@ which is being submitted. The submitted property shall be
sold, used, conveyed, occupied or otherwise encumbered pursuant to the provisions of this
Supplemental Declaration and the Declaration, both of whi all run with the We e1
submitted property and shall be binding upon all persons or entit 'n
any interest in the submitted property, their respective h i ,
successors, successors -in -title, and/or assigns. The p Sup
Declaration shall be binding upon Meadowlands Golf Club P Own na,
in accordance with the terms of the Declaration.
C. Except as specifically amended hereby, the Declaration and all terms thereof shall remain
in full force and effect.
W��Wh�
EREOF, Centex Homes, a Nevada General Partnership, has caused this
LIO i nVffqfl4Wftme by its duly authorized partners, this the_4L day of January,
CENTEX HOMES
A Nevada General Partnership
y_, eal. Estate Corporation. a Nevada
on, the sole managing general partner
�, n for Centex Homes, a Nevada General Partnership
U ��JUIVIRMCUL
President
AYTEST' ,1 Assistant Secrela
(Corporate Seal) 1}Cyt,D,� #WC
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Inat ! 3138 Book 2326patge: 1222
STATE OF SOUTH CAROLINA
COUNTY QF HORRY �!
I, /�J n U a I� a Notary Public of the County and State aforesaid, do
hereby cert�'i�( personally appeared before me this day and
ackncwleiq� JI I i ! tSecretary cf CENTEX REAL ESTATE CORPORATION, a
Nevada c�oration,anaging general partner of.CENTEX HOMES, a Nevada
General Partnership, an!Rhafttb7y=ty duly given and as the act of the corporation, the foregoing
Instrument was signed in its name by Its President, sealed with its corporate seal and attested by
him/her as Its Assistant Secretary.
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WITNESS my nd and official stamp or sealthisthe L% day c
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Irst IF 31.3820 Book 2326PageC 1223
Exhibit A
BEING ALL of that 16.982 acre tract of land desk 'bed as Tract 1 and all of that 9.426 acre tract of
w tW desc^e::. T act 2 on a plat s z^ �i ;�ro '' for �'w�.^,tw Ho q^^�+9Y; et^+,�;, of
'Take Down 2 Meadowlands Golf Club* dated Janua , 2Q g lllap Cabinet 34,
Page 199 of the Brunswick County, North Carolin �f�22�SQwfftr
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State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 10/13/06 No. of Pages: 3 (Incl. Cover)
To: David Gantt From: Paul Bartlett
Company: Thomas and Hutton Water Quality Section -
FAX #: [phone]
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051203 Modification
Project Name: Savannah Lakes at the Meadowlands
MESSAGE:
David,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Balough, and a copy will be mailed to you.
/ J
ENB1ptb: S:IWQSISTORMWATERIADDINF0120061051203Mod.oct06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

O�0 W A T �RQG
6
o �
r
October 13, 2006
Mr. Ken Balough, Division President
Centex Homes
2050 Corporate Center Drive, Suite 200
Myrtle Beach, SC 29577
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 051203 Modification
Savannah Lakes at the Meadowlands, Phase 3
Brunswick County
Dear Mr. Balough:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Savannah Lakes at the Meadowlands, Phase 3 on October 5, 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. Please clarify the following drainage areas:
(a) For Phase 3A, Lots 64 and 65 don't appear to be included in the post- �$
development basin map contained in the calculations; q,24
0 For Ponds #3 and #3A, DA3 + DA3A = 23.78 ac per the calculations and 14.75 -
�) ac per the application; /
Y,
o For Phase 313, Pond #6, do Lots #1 - #7 drain via CI#2 to Pond 1 r to Pond #
2. ' as clarify/expand the Narrative to state: �3 r78
9 -ch ponds are currently built and proposed;
and #3A to be expanded;
and #6, Phase 1 not built (?) and is now,Vroose for Phase 3, and
the lot numbers that drain to each of the 8s (including #3A).
3 Please provide/add for Ponds #3 and #3A:
�6parate calculations and stage storage tables for the expanded Pond #3A;
o � aad Pond #3A to the forebay area andvolume for Pond #3; and
c) Ise the Pond #3 supplement and calculations, accordingly and for consistency
6tween documents and plans.
Please provide the Designers Certification for Phase 1, as required by Permit No.
SW8 041119.
5�-- Please illustrate and label all ponds by number and as existing or proposed on the
Sheet Location Map on Sheet #2 for Phases 3A, 3B, and 3C.
6. Please clarify the weir heights and lengths for Ponds #3, ,and For Pond #3, the
supplement lists 3" X 10" and the calculations and plans ist 3" r Pond #6,
the supplement and plans list 1.5" X 7 and the calculation list 1 ". For Pond
#7, the supplement and plans list 11' X 12" and the plan lis 15"
N"o, e Caro a
dvatural�
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

Mr. Ken Balough, Division President
October 13; 2006
Stormwater Application No. SW8 051203 Modification
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to October
23, 2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
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.
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 [phone].
Since ely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120061051203Mod.oct06
cc: David Gantt, P.E., Thomas and Hutton Engineering Co.
Paul Bartlett
2

THOMAS & HUTTON ENGINEERING CO.
1144 SHINE AVENUE
POST OFFICE BOX 8000
MYRTLE BEACH, SOUTH CAROLINA 29576-8000
TELEPHONE [phone]
FAX 1843?839-351g5
September 6, 2005
Mr. Jeffery W. Phillips
Director of Engineering
Brunswick County Engineering
P.O. Box 249
Bolivia, NC 28422
Re: Meadowlands Phase 1
Sewer System
Permit No. WQ0011935 Modification
16177.300
Dear Mr. Phillips
This letter is a request for substantial completion of the sewer system for the referenced
project.
We state the gravity sewer lines, sewer pump station, and sewer forcemain for the referenced
project are, to the best of our knowledge and belief, built in accordance with the approved
plans, and technical specifications as represented by the as -bunts for this project. This
statement is based on periodic observations by representatives of our office. The project was
built in accordance with the approved layout.
If you have any questions, please call us at 843-839-3545. Your assistance with the project is
appreciated.
Sincerely,
THOMAS & HUTTON ENGINEERING CO.
Walter Warren, P.E.
"SO��Ri�C1X-PO'�Ol�� 57iV1f�4AH, GA 31402-2727 • TELEPHONE [phone] • FAX [phone]
935 HOUSTON NORTHCUTT BOULEVARD • PO BOX 1522 • MOUNT PLEASANT, SC 29465-1522 • TELEPHONE [phone] • FAX [phone]

THOMAS & HUTTON ENGINEERING CO.
1144 SHINE AVENUE
POST OFFICE BOX 8000
MYRTLE BEACH, SOUTH CAROLINA 29578-8000
TELEPHONE [phone] �.
VIA Federa/Express FAX [phone] �-� 05-1203 M 6v
October 3, 2006
Ms. Linda Lewis
NCDENR — Division of Water Quality
127 Cardinal Drive Extension
94
Wilmington, NC 28405-3845
RE: Savannah Lakes at The Meadowlands — Phase 3 a�t� fd b Z��6),�/OC44-;r
Stormwater Management Application o B �� cp — 2 - r ens 6
3-18660.303
�-�,r 6 this f � ; K - � Atse 3
Dear Ms. Lewis: �-3 mop u•, l
00119 cPk�sc l)
os-17-0 -� CV ire 'Z)
On behalf of Centex, we are pleased to submit the Stormwater Management Application
for the referenced project. The following items are attac ed for y ur r view: P� r-r
F Kesu`oT r 0 q rcf
•One (1) copy and one (1) original Permit Application cY- S`t.e% 0r, 263 °moce I-r
*Two (2) sets Construction Plans s�
*Two (2) copies of Construction Specifications I ►�/�� *Two (2) copies of the Stormwater Report
• One (1) copy and one (1) original Wet Detention Basin Form
• Check in the amount of $4000.00 for Review fee
*Two (2) copies of Project Narrative with Construction Sequence
• One (1) copy of High Density residential Subdivision Document — forthcoming
• One (1) copy of engineer's certification (water and sewer)
*One (1) copy of the wetland delineation plat
Please review the application, and if everything is in order, we respectfully request
NCDENR approval of the application. We appreciate your assistance with this project.
Please call if you have any questions.
Sincerely,
THOMAS & HUTTON ENGINEERING CO.
Dcwteb (�a vLtC
David Gantt, P.E.
Enclosures: As listed above
OCT 0 6 ZOOS
By 0 / M
50 Aiik` 1C�KN�4 +���'6aX 27"1$tgrR--NRAFF�rb'1:C3Y40 R, 7Z7�I T�E�F18�E��12TZ3$MOS • FAX [phone]
935 HOUSTON NORTHCUTT BOULEVARD • PO BOX 1522 • MOUNT PLEASANT, SC 29465-1522 • TELEPHONE [phone] • FAX [phone]

.AR�L. h(f
QER Al
�Ph
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] ��
Request for Express Permit Review
FILL-IN all information below and CHECK required Permif(s).
FAX or email to Cameron. Weaver(&-ncmall net along with a narrative and vicinity map of the r jecf location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements epad
APPLICANT Name Ken Balou h
Company Centex Homes fie 3
Address_2050 Corporate Center Drive, Suite 200 City/State Myrtle Beach, SC Zip 29577 County Horry
Phone [phone] Fax [phone] Email
PROJECT Name Savannah Lakes at Meadowlands Phase 3 0--LT : OS-1
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) RIVER BASIN
ENGINEER/CONSULTANT David Gantt, P.E.
Company THOMAS & HUTTON ENGINEERING
Address 1144 Shine Avenue City/State Myrtle Beach, SC Zip 29577 County Horry
Phone [phone] Fax [phone] Email gantt.d(cDthomas-hutton.com
------------------------------------------------------------------------------------------------------------------------------------------------------
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ❑ No
------------------------------------------------------------------------------------------------------------------------------------------------------
❑ STREAM ORIGIN Determination; 1 # of stream calls; Stream Name Shingletree Swamp
® STORMWATER
-------------- --------- ----- ------------------------ ------- ----- ------- ----------------
El Low D High Density -Detention Pond ❑ --High Density -Other
Other
Wetlands MUST be addressed Belo Density -Curb & Gu er ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL
---------- —------9-----------------------— �------------------------ ----- ---- ------ --------
❑ Excavation ill Bridges & Culverts Structures Information
MANAGEMENT
® Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY
------------------------------------------------------------------------------------------------
® Erosion and Sedimentation Control Plan h a es to be disturbed.
WETLANDS (401)
Wetlands on Property M Yes ❑ No Isolated .o
O,heck all that app
Wetlands Will Be Impacted 0 Yes ❑ No land Impacts: Acres)
Wetlands Delineation has been completed ® Yes ❑ No u ace : cre(s)
USA COE Approval of Delineation completed ® Yes ❑ No
404 Application in process w/USACOE ❑Yes ®No / Permit received from USACE ❑Yes ❑No
401 Application required ❑Yes ® No If Yes, ❑ Regular ❑ Express
---------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LQS
$
401
$ Total Fee Amount $

PROJECT NARRITIVE FOR SAVANNAH LAKES PRASE 3
AT MEADOWLANDS
PREPARED FOR CENTEX HOMES
Meadowlands Phase 3 is the final phase of the proposed planned unit development
adjacent to the Meadowlands Golf Club in southern Brunswick County. The proposed
residential development ultimately consists of 275 combined lots for phases 1 through 3.
Phase 3 consists of 101 residential lots, water system, sewer system, drainage system, and
roads.
Sediment and erosion control devices will consist of temporary silt fencing, grassing and
sodding, stone check dams, rip -rap stabilization at drainage outlets and ditch
intersections, curb inlet protection, and grate inlet protection. All drainage from this
project will flow into the Shingletree Canal. The drainage system and detention facilities
will be privately owned and maintained. The drainage outfalls to the wet detention ponds
have been provided with rip rap stabilization. All sediment and erosion control devices
will be in -place prior to construction or constructed as necessary. The project engineer
and designated agents for the owner will monitor all sediment and erosion control devices
during construction. The sediment and erosion devices will be removed after permanent
stabilization of the site has been accomplished.
NOTE: Please reference the Stormwater Report for sediment and drainage calculations.
CONSTRUCTION SEQUENCE
1. SILT FENCE/TEMP. SEDIMENT BASINS
2. CLEARING AND GRUBBING/TEMPORARY DIVERSIONS
3. ROUGH GRADING
4. SEWER SYSTEM
5. DRAINAGE SYSTEM
6. OTHER EROSION CONTROL DEVICES INSTALLED
7. WATER SYSTEM
8. ROADS
9. FINAL GRASSING
*Construction plans show actual construction sequence, the above sequence is general.
N:\18660\dsgn\Stormwater\Report\landq-narritive 7-27-06.doc

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PHASE 3
V|�|KJ|T\�yN�P ��������V8NN�A| �����
VICINITY -''' FOR ~'``'`'^'`-`'' `-'-'``-"
/PA����� �T MEADOWLANDS
�. ..,`�� �/ -`.
| LATITUDE: 33-55-37
|
LONGITUDE: -78-35-3G
USGSQUADRANGLE MAP: CALABASH
! | DATE: July 27.2DO6
PROPOSED ACTIVITY: SAVANNAH
LAKES(PHASE3)
COUNTY:BRUNSVY|C%
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