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Home My WebLink About20071576 Ver 1_More Info Received_20080430Environmental Consultants, PA Road - Raleigh, North Carolina 27614 • Phone: (919) 846-5900 • Fax: (919) 846-9467 www.SandEC.com April 30, 2008 S&EC Project # 7352 To: US Army Corps of Engineers Raleigh Regulatory Field Office Attn: Mr. Andrew Williams 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 cc: N.C. Division of Water Quality 401 Oversight /Express Permitting Unit Attn: Mr. Ian McMillan 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 ?j From: Soil & Environmental Consultants, P.A. Attn: Bob Zarzecki APR 3 0 2008 11010 Raven Ridge Road Raleigh, NC 27614 DEW - WATER QUAIJTY WE MDS AND STORWATER BRANCH Re: ALAMANCE WEST - ADDITIONAL INFORMATION INDIVIDUAL PERMIT APPLICATION N.C. Division of Water Quality -Project No. 07-1576 U.S. Army Corps of Engineers - Action ID No. 2007-03073-201 Dear Mr. Williams: On behalf of the owner, Alamance Crossing, LLC, we are hereby providing additional information as described in our last response dated January 24, 2008. This additional information is an amendment to our existing Individual Permit application under review by both the USACE (Action ID No. 2007-03073-201) and DWQ (Project No. 07-1576) for the proposed Alamance West project. As per your guidance we have developed revised impact maps and other exhibits to reflect the conceptual alternative plan proposed in our January 9" and 24"', 2008 response packages. Attached are the revised impact maps, conservation area map and draft restrictive covenant language, and revised EEP mitigation numbers and acceptance letter. The final revised stormwater management plans will be provided by the project engineer within a week. Charlotte Office: Greensboro Office: 236 LePhillip Court, Suite C 3817-E Lawndale Drive Concord, NC 28025 Greensboro, NC 27455 Phone: (704) 720-9405 Phone: (336) 540-8234 Fax: (704) 720-9406 Fax: (336) 540-8235 Page 1 of 4 April 30, 2008 S&EC Project # 7352 'To: US Army Carps of Engineers Raleigh Regulatory Field Office Attn: Mr. Andrew Williams 6508 Falls of the Neuse Road, Suite 120 Raleigh, North Carolina 27615 cc: N.C. Division of Water Quality 401 Oversight /Express Permitting Unit Attn: Mr. Ian Mc:Milla::l 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 From: Soil & Environmental Consultants, P.A. Attn: Bob Zarzecki 11010 Raven Ridge Road Raleigh, NC 27 614 Ile: Dear Mr. Williams: On behalf of the owner, Alamance Crossing, LLC, we are hereby providing additional information as described in our last response dated January 24, 2008. This additional information is an amendment to our existing Individual Pcrtuit application sander review by both the CSAC:E (Action IT) No. 2007-03073-201) and D€' Q (Project No. 07-1576) for the proposed Alamance West project. As per your guidance we have developed revised irrrpact maps and other exhibits to reflect the conceptual alternative plan proposed in our January 9`s and 24"E' 2008 response packages. Attached are the revised impact maps, conservation area map and draft restrictive covenant language, and revised EEP mitigation nu nbers and acceptance letter. The final revised storm w t: er n .nagement l ' ns will be provic' -d by th , project cngirn. r wi ' a wee'. 236 LePhillip Coun , . Concord, SIC 28025 Phone: (704) 720-9405 Fax: (704) 720-9406 eer ;o - r cj ce: 3817-E Lawndale I,ive Cxroernsboro, NC 27455 Phone: (336) 540-8234 Fax: (336) 540-8235 Page; 1 of 4 Alamance West. - Individual Permit Additional Infonnation 1. IMPACT MAPS April 30, 2008 S&E ',, PA 7352 Attached are the .i t maps provided by the project engineer- last revised on April 28, 2008. Th- ripa.cts include plans designed by the project engineer and reflect those indicated on the "Alternative I Revised" conceptual site plan that was provided to you in January. Original Plan vs. Revised plans: t)rrgrnal Alternative 1 Revised Avoidance from flan Concept Plan Original Plan -- Stream (ft1 2,077 1,810 437 'oedand 1.75 1.35 1.75 i 0 (ac) Final April 2008 Revised Plan Impacts: Total Perennial &for Total Intermittent and /or . Total Wetlands Important Streams "unimportant" Streams (acres} feef (feet) 1,092 548 1.75 Dote: The connection and potential impact between the two storrnwater ponds has been avoided as described in the January 9r' letter. The "break" shown in the conservation area in the approximate location of the original stoirnwater connection is described further in the "Conservation Area" section below and is not intended to represent an impact to waters. Note.: The road crossing design shown in Impact Area #1 is preliminary and not for construction. Revisions to produce final construction documents may be necessary. All impacts to waters have been shown as permanent in the preliminary design. All impacts Page 2 of4 Alamance Vest - individual Permit Additional Information _0ril 30, 2008 S "A'17352 are requested to be permitted and mitigation will be provided accordingly. No impact to waters will extend beyond those boundaries shown on the prelcxlinary plans. 2. CONSERVATION ARE, A Attached is the "Conservation Area Map" dated April 9`" 2008 prepared by the project surveyor and the 0-aft "Declaration of Conservation Area" to be included in the restrictive coven its of the development. If this is accepted by the USACI, then the applicant xwih ` r in a perpetual conservation area protected under a legally binding restrictive covenx t over 4.28 acres of riparian arewbuffers including 1.14 acres of wetlands and 2,680 feet of streams. Note; There are three "breaks" in the conservation area. One of the "breaks" is the Impact Area #1 road crossing. The other two "breaks" are shown for a potential future sanitary sewer easement requested by the City of Burlington. This sanitary sewer would be constructed to connect to and take "off line" an aging pump station located at the apartment complex. to the north of the project site. The City has informed the applicant that they will take all means necessary to avoid impacts to wetlands and streams (such as directionally boring under the waters). however, the City wanted to ensure that the Conseivation Area would not hinder potentially constructing this sanitary sewer in the fixture. The southern of the two "breaks" may be constructed first to provide sanitary sewer service to the development. Plans have not been finalized on this, but the project exrgxneer has stated that if a sanitary sewer line is placed in this "break.°' to service the development it would not impact waters and be constructed either as an aerial crossing above the ordinary high water mark or directionally bored under the stream (depending on elevations)). 3. MITIGATION Amount of stream mitigation requested (linear feet): 1,092 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian ;wetland mitigation requested (acres): 1.75 Amount of Non-riparian wetland mitigation requested (acres): N/A Page 3 of4 Alamance West - Individual Permit April 30, 2008 Additional Itiformatioii S&EC, PA 7352 CONCLUSION We believe that this additional information will provide you with all of the information necessary for you to complete your review of the application with the one exception of the final stormwater management plan requested by the DWQ and to be provided by the project engineer directly to the DWQ. We appreciate your review and comments. Please contact me if you have any questions or comments. Sincerely, Soil & Environinentai Co- ultants, P `83 b Zarzeeki, Enviromnentat Specialist Attachments: April 2008 Revised Atamance `vest Impact'Mlaps Conservation Area Neap Lyra.#t Restrictive Covenant EEP March 12, 2008 Acceptance Letter Page. 4 of 4 ¦ ¦ ¦ J ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ % ¦ ¦ ¦ ¦ ¦ ¦ f ¦ ,,i H O R VAT H ¦ i NP ¦ A S S O C I A T E S rAnoaEGN~e~ev , ~ SHGFFNER ? GEEG BGO%291. PAGES ¦ ~ 16 CONSULTANT PLACE, SUITE 201 DURHAM, NORTH CAROLINA 27707 ' ~ ~ P 919.490.4990 F 919.490.8953 ¦ , 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 ? - ¦ P 423.266.4990 F 423.266.5700 _ , PR E T , www.horvathassociates.com B N DA RY ¦ IXISIING I ¦ I ; ¦ ¦ 7~ , ¦ • r~ ¦ ~ L V) J ~ W j O ¦ Q 1 ~ 0 U Lu _ ¦ Z w O ? . ' > Z ¦ Q Z P R: E ~ Z N-DAY ~ ~ 0 L 06 ~ Q ~ Z_ ~ n. , L.. 0' ¦ v J J ~ ~ i n . i , f CID ~ . ~ ~ ~ t, ¦ c % ~ + ¦ / ~ ¦ ¦ ¦ i ~ ¦ 1 ~ ¦ SITE INDEX / ~ ¦ / , ~ ¦ MAP i ¦ r ¦ L PR E T J B N DA RY JURIS. LINEAR IMPACT TYPE CHANNEL WETLANDS WETLANDS ¦ N0. CH ONL SF ONL SF ONL ¦ CHANNEL 75 LF ¦ 225 SF 1 ¦ 3,645 SF ' WETLANDS 0.084 AC ¦ PER DWQ REVIEW ¦ ¦ 1 COMMENTS - 11 /30/07 I JC CHANNEL 1,565 LF ¦ 6,260 SF PER ALTERNATE PLAN 2 (REVISIONS-2/14/08 JR 2 ¦ 72,506 SF WETLANDS 1,66 AC 429 SF ¦ ¦ DWQ ANDS&EC 3 (REVISIONS-4/28/08 JR ¦ 1,640 LF 76,151 SF 429 SF ¦ TOTAL IMPACTS 6,485 SF 1.744 AC 0.009 AC ¦ ¦ ¦ ¦ ¦ ¦ DRAWN BY: CHECKED BY: • ¦ BP JAR ¦ DATE ¦ 08/30/07 ¦ ¦ SCALE N ¦ 1,.=200' ¦ PROJECT NO. ¦ ¦ 0738 1 SHEET NO. f SCALE: 1"=200' o loo 20o aoo 30 7 ¦ 400 3 ' 3of7 SCALE:1"= 200' ¦ ' "rT ¦ ¦ ¦ J ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ : IMPACT MAPS H O RVATH ¦ A S S O C I A T E S ¦ 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 ¦ ¦ 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 ¦ P 423.266.4990 F 423.266.5700 ¦ www.horvathassoclates.com INTERSTATE 85/40, UNIVERSITY DRIVE AND GARDEN ROAD ¦ ¦ ¦ V) Z BURLINGTON, NORTH CAROLINA \ J ¦ W \ O W _ U Z U O ' > Z Q Z Z C ¦ L 0s 0 1-- Q Lo c~ . J C? Z aN~ J ¦ m STING ~ ~ ~~xM~ PROJECT~~{ SHO~vE~G s SITE ~ . t ¦ ¦ PROJECT s~~.~p~orv ow`~ ~rntEe~"x~ u'pmu ~ ¦ COVER rorv ¦ SHEET to~ECa+secno ~ VICINITY MAP NO SCALE DEVELOPMENT SUMMARY DEVELOPER SITE DATA PER DWQ REVIEW ¦ 1 COMMENTS 11/30/07 JC ALAMANCE CROSSING, LLC TOTAL LAND AREA: 37.26 AC or 1,623,253 SF ¦ PER ALTERNATE PLAN ¦ 2 REVISIONS - 2/14/08 JR c/o CBL & ASSOCIATES PROPERTIES, INC. ZONING: COMMERCIAL -MIXED USE ¦ DWQ AND S&EC 3 REVISIONS - 4/28/08 JR JON MESHEL PROPOSED USE: COMMERCIAL DEVELOPMENT ¦ 800 SOUTH STREET SUITE 395 EXISTING USE: AGRICULTURAL & RESIDENTIAL ¦ ¦ WALTHAM, MA 02453 RIVER BASIN: CAPE FEAR ¦ (781) 647-3330 ¦ DRAWN BY: CHECKED BY: ¦ BP JAR DATE ¦ 08/30/07 ¦ SCALE 1 N/A ¦ PROJECT NO. ¦ 0738 ¦ SHEET NO. ¦ 1 ¦ 1 of 7 ¦ ¦ J ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ HORVATH ¦ ~ ¦ A S S O C I A T E S ¦ , ¦ ¦ 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 ¦ , P 919.490.4990 F 919.490.8953 ¦ ¦ ¦ 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 ¦ ¦ P 423.266.4990 F 423.266.5700 PROJECT ? ¦ ~ ¦ www.horvathassociates.com BOUNDARY • _ cn G ~ CONSER N l AREA ¦ ~ ¦ ¦ ¦ V) Z ~ CONSERVATION ~ • \ J W \ ¦ O Q u~ ~ t 1 _ AREA ¦ u Q W _ P ~ ~ - ¦ . ~ ~~,,i ~ ¦ ¦ c/) DEV L PMENT U r 0 O Z w ~ ¦ ' > z PROJECT wnuen ~ 1 t Q z Z ¦ ~ ~ BOUNDARY l r ¦ L 06 l Q Lo c~ ¦ J ao z j J C_ ¦ ¦ m CONSERVATION AREA I ¦ R JET ~ ! ~ EXISTING , B UDRY ~ ¦ ¦ ¦ OVERALL SITE NS R TI N . SH G CENTER ¦ MAP E ti 5 ¦ e.\.' t ; III'. ~ \ ` ¦ ~ ¦ ~ 7,,, I Imo.' r ¦ ! 1 ~ ~ ¦ ¦ ~ r \ i ¦ / ' ~ i1 . ~ ¦ ¦ ¦ ¦ 1 ¦ ¦ •1 CONSERVATION / EXISTING ¦ ¦ ~.-AREA ~ DETENTION ! ¦ ¦ POND ¦ ¦ / PROJECT ¦ PROJECT I - ¦ / I ~ BOUNDARY ¦ BCC DARY 1 ' ~ ~ ¦ ¦ ' _ . ¦ ¦ , ¦ ¦ PER DWQ REVIEW ¦ 1 COMMENTS - 11/30/07 JC ¦ PER ALTERNATE PLAN ¦ 2 (REVISIONS-2/14/08 JR ¦ DWQ ANDS&EC 3 (REVISIONS-4/28/08 JR ¦ N ¦ ¦ ¦ . ' ¦ DRAWN BY: CHECKED BY: ¦ BP JAR DATE ¦ 08/30/07 WETLAND DELINEATION PREPARED BY S&EC, INC, SURVEYED ¦ SCALE BY MSS LAND CONSULTANTS AND APPROVED BY THE RALEIGH ¦ 1"=200' ¦ PROJECT NO. REGULATORY FIELD OFFICE ON 28 SEPTEMBER 2005. ¦ ¦ 0738 ¦ SHEET NO. ¦ 2 ¦ 2of7 ¦ ¦ J ¦ ¦ ¦ ¦ ¦ ¦ ¦ ~ ¦ ¦ ~ ~ 0+50 PROPOSED ROAD ¦ ¦ ¦ 650 ¦ 1 HORVATH ~ ¦ ¦ A S S O C I A T E S 1 640 640 ~ ~ PROJECT - , CO ERVATION ¦ i BOUNDARY 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 AREA EXISTING ¦ P 919.490.4990 F 919.490.8953 ¦ GRADE ¦ ¦ 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 PROPOSED i 645 E ¦ , EXISTING 636 636 ¦ P 423.266.4990 F 423.266.5700 ~ WETLANDS ¦ ¦ www.horvathassociates.com ~ ~ , ~ ¦ ¦ ¦ ~ ¦ ¦ 632 632 ¦ 640 a ¦ WETLAND N ¦ V) Z IMPACTS N ~ ¦ M M ~ ~ ~ ¦ 42"STORM PIPE STORM PI E r CR05SIN -40 -20 0 20 40 ¦ \ J W \ ¦ O Q W/ RIP RAP F. ,j DISSIPATER ~ EX. CENTERLINE ¦ G DE + PROPOSED ROAD ? ~ 10 00 11 W _ ~ , ..r'~ 635 P POSED EXISTING CHANNEL ¦ Z w O . EX. BADE ' > Z AL MANGE ALAMANCE EX. GRADE 50' L FT Q z Z 50' IGHT SUPS EAM~ ¦ WET CROSSING ~ (D WNSTREA ~ 636 636 ¦ ~ ~ • L 06 EXISTING RETAINING DATUM ELEV EXISTING ¦ IMPACT GRADE Q Lo c~ ¦ J ao z WALL 630.00 ¦ J AREA #1 ~ ¦ EXISTING ~ \ a ~ 632 632 ¦ m 3' CHANNEL \ ` ~ M o v; ry ~ ¦ (DWQ PERENNIAL..... M M ~ M M M CHANNEL) '0 '0 ~ ~ ~ ~ ¦ ¦ o $ ¦ ~ ~ ~ ' M M ¦ ¦ ' ~ ~ 9+50 10+00 10+50 628 628 ¦ PROJECT ~ -40 -20 0 20 40 ¦ IMPACT # 1 I ¦ PROFILE AND BOUNDARY ~ ¦ ¦ CROSS ¦ SECTIONS 1 I? , ---CONS- RVATION ¦ 0 20 40 80 ¦ AREA NOTE: ~ CREEK CROSSING DETAILS OF THE PIPE INSTALLATION ARE i ¦ SCALE: 1" = 40' (H) ¦ INCLUDED ON SHEET 7 OF 7 FOR IMPACT #l . 1"-4' v ¦ - I) JURIS. LINEAR IMPACT TYPE CHANNEL WETLANDS WETLANDS ¦ N0. CH ONL SF ONL SF ONL ¦ CHANNEL 75 LF ¦ 225 SF 1 ¦ WETLANDS 3,645 SF ¦ 0.064 AC ¦ ¦ 0 25 50 100 N ¦ SCALE: 1" = 50' ¦ NOTE: ' PER DWQ REVIEW ROAD CROSSING DESIGN IS PRELIMINARY AND NOT FOR CONSTRUCTION. REVISIONS TO ¦ ¦ 1 I COMMENTS -11/30/071 JC PRODUCE FINAL CONSTRUCTION DOCUMENTS MAY BE NECESSARY. ALL IMPACTS TO WATERS ¦ ¦ PER ALTERNATE PLAN ¦ 2 (REVISIONS-2/14/08 I JR HAVE BEEN SHOWN AS PERMANENT IN THE PRELIMINARY DESIGN. ALL IMPACTS ARE REQUESTED ¦ TO BE PERMITTED AND MITIGATION WILL BE PROVIDED ACCORDINGLY. NO IMPACT TO WATERS ¦ ¦ DWQ ANDS&EC 3 (REVISIONS-4/28/08 JR WILL EXTEND BEYOND THOSE BOUNDARIES SHOWN ON THE PRELIMINARY PLANS. ¦ ¦ ¦ ¦ ¦ • DRAWN BY: CHECKED BY: • BP JAR DATE ¦ 08/30/07 ¦ SCALE 1"= As Noted ¦ PROJECT NO. ¦ 0738 • SHEET NO. • 4 ' 4of7 ¦ J START i ¦ ¦ EXISTING CHANNELB-1 CONSERVATION ' ¦ WETLAND END ~ ¦ ¦ CHANNEL B-2 AREA • ¦ ¦ ¦ ¦ HORVATH IMPACT AREA #2 ( ~ EXISTING ¦ A S S O C I A T E S ¦ 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 ¦ • 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 • P 423.266.4990 F 423.266.5700 • www.horvathassociates.com ¦ WETLAND LINEAR WETLAND DWQ (32,888 SF) ~ ~ . ¦ IMPACT . ¦ ¦ INTERMITTENT AREA #1 • v ! Z CHANNEL A (SEE SHEET 4 ~ J v~ FOR DETAILS) ? ~ i W > O END G~ EXISTING Q CHANNEL A P "IMPORTANT' ~ • ~ U • Lu _ P PERENNIAL EXISTING CHANNEL B-2 END ~ i Z w O "IMPORTANT' INTERMITTENT i > z Q Z PERENNIAL START CHANNEL C p ROJ ECT 1 Z CHANNEL A PERENNIAL 0 o Q L . J C Z J Q START CHANNEL B-2 EXISTING BOUNDARY ~ i ¦ END WETLAND ~ ¦ m ~ Z CHANNEL A END ~ CHANNEL A-2 (3,873 SF) • CHANNEL A-1 ¦ ~ i Z DWQ ~ U INTERMITTENT EXISTING 1 ~ ¦ W ~ CHANNEL A EXISTING "UNIMPORTANT' ~ ¦ IMPACT h ~ "IMPORTANT' INTERMITTENT ~ i ¦ AREA #2 PERENNIAL CHANNEL C 1 ~ . CHANNEL A-1 TART CHANNEL C I PACTS ~ \ i START CHANNEL 1 ~ START A-2 IMPACTS ' ~ ? . - CHANNEL A-1 . STA6T- INTERMIITENT START ~ I ~ CHANNEL C PERENNIA~ ~ ¦ CHANNEL A-2 ¦ EX. 15" RCP AT • ~ ~ I I ~ EXISTING CRO SING "IMPORTANT' ~ n ~ (15' LONG) PERENNIAL ~ , \ ~ ~ • . CHANNEL A-2 ~ ¦ JURIS. LINEAR ~ EXISTING ~ . IMNO ,rve CHANNEL wEruros wEnAr,os _ - - - - - - ~ _ CHANNEL A-2 _ _ _ / (LF ONLI~ (SF ONLI~ (SF ONLI~ ¦ ¦ ~ CWJJNELA 91 LF . DWQ PERENNIAL 384 SF PER DWQ REVIEW ¦ 1 (COMMENTS-11/30/071 JC Q NNTERMffTENT 984 F \ ` . 1 J ¦ PER ALTERNATE PLAN • 2 (REVISIONS-2/14/08 I JR CWWNEL A-1 57 ~ CONSERVATION . • 228 SF ? ' ~ • 1 00000 ¦ DWQANDS&EC 3 (REVISIONS-4/28/08 JR ¦ ClWJN0. A-2 2,~ AREA ~ ' ~ 980 SF \ ~ ~ / ~ ¦ CHANNEL B-1 2 ,.z~SF ,a D . , : 424 LF \ / ¦ ¦ DRAWN BY: CHECKED BY: CHANNEL B-2 ~ ~ SF \ N o 25 ~W I ' . • BP JAR DATE ¦ 08/30/07 CHANNEL C 2~ ~ 429 SF 820 SF ~ SCALE: 1"= Stl \ ~ ¦ SCALE 1"=50' ¦ PROJECT NO. WERANDS 72.506 SF , ~ • a ¦ 0738 TOTALS 1.565 LF 72.506 SF 429 SF ` ~ I ~ ~ ~ ~ ~ ~ • SHEET NO. 8,280 SF ~ I I • 5 ` - ' 5of7 • "rT ¦ DEED BOOK 232, PAGE 53 ~ ~ ~ ¦ ¦ J GPIN 3-26-5 ~ ~ ¦ IMPACT AREA #2 ¦ ¦ ¦ END ~ ¦ ¦ CHANNEL B-1 ~ ~ ¦ ¦ H O RVATH ¦ A S S O C I A T E S ¦ 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 P 919.490.4990 F 919.490.8953 ¦ PROJECT 537 MARKET STREET, SUITE LL20 ¦ CHATTANOOGA, TENNESSEE 37402 ¦ P 423.266.4990 F 423.266.5700 ¦ www.horvathassoclates.com BOUNDARY ~ EXISTING ~ "UNIMPORTANT' ¦ ~ ~ ~ INTERMITTENT ¦ ~ ~ CHANNEL B-1 ¦ Z J ¦ W j O ~ EXISTING ' ~ WETLAND ¦ S ~ U (14,615 SF) W ¦ U START Z U O ¦ > Z CHANNEL B-1 ¦ Q Z Z * EXISTING END ¦ C ¦ L 0s 1- WETLAND CHANNEL B-2 Q Lo C~ ¦ J oo Z_ J ¦ m I~ EXISTING ¦ ~ WETLAND ' (32,888 SF) ¦ ¦ IMPACT * EXISTING ¦ AREA #2 ' WETLAND EXISTING (21,130 SF) "IMPORTANT' PERENNIAL ~ CHANNEL B-2 ~ DWQ INTERMITTENT ~ CHANNEL ' START G~~` CHANNEL A • SEE SHEET 5 FOR CONTINUATION EXISTING "IMPORTANT' JURIS. LINEAR PERENNIAL IMPACT TPE CHANNEL WETLANDS WETLANDS N0. (LF ONLI~ (SF ONLI~ (SF ONLI~ CHANNEL A ~ CHANNEL A 364 SF END DWO PERENNIAL PER DWQ REVIEW CH4NNEL A ne ~ CHANNEL A ¦ 1 COMMENTS- 11/301071 JC DWO INfERMITTEM 984 SF ¦ PER ALTERNATE PLAN ¦ 2 REVISIONS - 2/14/08 JR CHANNEL A-1 57 LF ~ 228 SF ~ ¦ DWQ AND S&EC 3 REVISIONS - 4/28/08 JR ¦ CHANNEL A-2 240 960 SF ~ ¦ ¦ Z CHRNNEL B-1 1.208 SF ¦ ¦ DRAWN BY: CHECKED BY: CHRNNEL B-2 424 LF SF ¦ BP JAR 205 LF 0 25 W 100 DATE ¦ 08/30/07 CHANNEL C 820 SF 429 SF N i ~ ¦ SCALE SCALE: 1"= 50' 1"=50' ¦ PROJECT NO. WETLANDS 72.508 SF ¦ 0738 TOTALS 1,585 LF 72,508 SF 429 SF ¦ SHEET NO. 6,260 SF ¦ 6 6of7 ¦ ¦ ¦ J NOTE: ¦ ROAD CROSSING DESIGN IS PRELIMINARY AND NOT FOR CONSTRUCTION. REVISIONS TO ¦ PRODUCE FINAL CONSTRUCTION DOCUMENTS MAY BE NECESSARY. ALL IMPACTS TO WATERS :RS ¦ HAVE BEEN SHOWN AS PERMANENT IN THE PRELIMINARY DESIGN. ALL IMPACTS ARE REQUESTED STED ¦ TO BE PERMITTED AND MITIGATION WILL BE PROVIDED ACCORDINGLY. NO IMPACT TO WATERS TERS ¦ WILL EXTEND BEYOND THOSE BOUNDARIES SHOWN ON THE PRELIMINARY PLANS. EXISTING 1 ~ CHANNEL ~ H O RVATH i ¦ A S S O C I A T E S ¦ , ¦ ¦ 16 CONSULTANT PLACE, SUITE 201 ¦ DURHAM, NORTH CAROLINA 27707 ¦ , P 919.490.4990 F 919.490.8953 ¦ ¦ ¦ 537 MARKET STREET, SUITE LL20 CHATTANOOGA, TENNESSEE 37402 ¦ ¦ P 423.266.4990 F 423.266.5700 ¦ ¦ www.horvathassociates.com ¦ ¦ ¦ ¦ ¦ PROPOSED ~ ~ ¦ ¦ PIPE CROSSING ~ ~ ¦ I Z b 67 ~ . \ J ¦ \ O PROPOSED HEADWALL ~ EXISTING ¦ CHANNEL ~ W _ ¦ PIPE CROSSING PLAN VIEW (TYPICAL? Z w O ' > Z Q Z Z PROPOSED ¦ FINISHED GRADE ~ ROAD C ELEVATION ~ ¦ L 0s 0 1-- Q Lo 0 . J 00 Z J ¦ ¦ m EXISTING GRADE ~ ¦ ¦ ¦ PROPOSED - ¦ HEADWALL ~ r~ EX. CHANNEL ~ ¦ IMPACT # l (AS REQ'D) ~ PROP. PIPE CROSSING ~ ¦ CREEK iv ¦ ¦ CROSSING PROPOSED 47' (D ¦ ¦ DETAILS RCP PIPE CROSSING ~ ¦ ¦ END SECTION (TYPICAL) PROPOSED DETAIL IS SHOWN WITH ~ ~ ROAD HEADWALL. FLARED END ~ ELEVATION SECTION IS ACCEPTABLE ¦ PER CITY OF BURLINGTON STANDARDS. ~ ¦ PROPOSED STORM PROPOSED ROAD SECTION ~ PIPE CROSSINGS PER CITY OF BURLINGTON ' STANDARDS~CURBAND ~ GUTTER AND HEAVY DUTY ¦ ASPHALT). ¦ EXISTING GRADE ¦ EXISTING GRADE DISSAPATOR ~ ¦ ¦ PER DWQ REVIEW FINISHEDGRADE ~ ¦ ¦ 1 COMMENTS - 11 /30/07 I JC TEMPORARY INSTALL PIPE WITH 2O~, OR 12" OF ~ GRADING LIMITS CULVERT, BELOW GRADE AT INVERT INSTALL PIPE WITH 20%, OR 12" OF ¦ PER ALTERNATE PLAN ¦ 2 REVISIONS - 2/14/08 JR OF EXISTING CHANNEL. CULVERT, BELOW GRADE AT INVERT ¦ OF EXISTING CHANNEL. FINISHED GRADE ~ ¦ DWQ AND S&EC 3 REVISIONS - 4/28/08 JR ¦ ¦ STORM CROSSING PROFILE PICAL ~ ¦ ¦ ¦ DRAWN BY: CHECKED BY: ¦ BP JAR DATE ¦ 08/30/07 ¦ SCALE 1 N/A ¦ PROJECT NO. ¦ ¦ 0738 ¦ ¦ SHEET NO. ¦ 7 ' 7of7 ' "TT BOONS STATION TOWNSHIP, ALAMANCE COUNTY, NORTH CAROLINA ~o p I, MARK J. OROPALLO, PLS N0. L-4188, CERTIFY TO THE FOLLOWING: GENERAL NOTES: Om y THAT THIS SURVEY IS OF ANOTHER CATEGORY, SUCH AS THE ~ a RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED SURVEY, OR 1. ALL DISTANCES ARE HORIZONTAL GROUND IN FEET UNLESS OTHERWISE NOTED. AREAS WERE COMPUTE] ~ Q m OTHER EXCEPTION TO THE DEFINITION OF SUBDMSION; ERE COMPUTED BY THE Q~~ COORDINATE METHOD. NORTH ORIENTATION AND COORDINATE SYSTEM ARE BASED ON NORTH CAROLINA GRID ,AROLINA GRID - NAD 83 ~ q'Q THAT THIS MAP WAS DRAWN FROM AN ACTUAL FIELD SURVEY CONDUCTED O F E (SEE GPS NOTES). ~ ~ ~L Q~ pR' ON THE DATES OF JANUARY 5, 2D05 THRU FEBRUARY 2, 2006, AND MADE h~~ ~O BQ O~ UNDER MY SUPERVISION AND REFLECT THE VISIBLE CONDITIONS EXISTING pTI 2. SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE AS SCALED FROM NFIP FIRM #3' NFIP FIRM #3710884400K $T C1 G1 a AT THAT OCCASION, THAT THE DEED DESCRIPTIONS AND PLATS FOR 7,1 C 1~P O DATED JUNE 18, 2007 AS PER WWW.NCFLOODMAPS.COM. RURALRETREATRD m g ~ Ql~ THIS PROPERTY IS (ARE) LISTED HEREON UNDER "REFERENCES ; THAT m J 1,~' THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED IN A BROKEN 3. THE SOLE PURPOSE OF THIS PLAT IS TO RECOMBINE THE PROPERTY LINES OF LOTS 16, 18 & 18A, ALAMANCI ~ 1 18A, ALAMANCE CROSSING LINETYPE, AND ARE DRAWN FROM INFORMATION SOURCES LISTED UNDER LD" SAINT MARKS CHURCH S~/L "REFERENCES"; THAT THE GLOBAL POSITIONING SYSTEM GPS SUBDIVISION SUBJECT PROPERTIES PREVIOUSLY RECORDED W PLAT BOOK 71 PAGES 96-102. "OLD" SAINT MAR] py ( ) OBSERVATIONS WERE PERFORMED TO THE GEOSPATIAL POSITIONING ROAD, WHICH PREVIOUSLY SEPARATED LOTS 16 & 17, WAS ABANDONED IN PLAT BOOK 72 PAGE 31 AND DEED 31 AND DEED BOOK 2599 'Qd' ACCURACY STANDARDS, PART 2: STANDARDS FOR GEODETIC NETWORKS AT PAGES 256 ALAMANCE COUNTY REGISTRY. PROPERTY IS SUBJECT TO ALL ENCUMBRANCES AND RESTRICTIONS RESTRICTIONS SET FORTH ~O THE 0.020 6mm ACCURACY CLASSIFICATION 95% CONFIDENCE USING AN ( ) ,p ( ) ( ) RTK NETWORK, THAT A TRADITIONAL TRAVERSE WAS PERFORMED, THE IN THE PREVIOUSLY MENTIONED PLAT BOOKS /PAGES. ANY EXTENSION OF THE USE BEYOND THE PURPOSE X85/40 UNADJUSTED ERROR OF CLOSURE OF WHICH WAS CALCULATED AS 1:64,505, THE PURPOSE AGREED TO AND THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S.47-30 AS BETWEEN THE CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THIS ENGAGEMENT. AMENDED. WITNESSED BY ORIGINAL SIGNATURE, LICENSE NUMBER AND 4. THIS RECOMBINATION WAS PERFORMED WITHOUT BENEFIT OF A TITLE REPORT AND PROPERTY MAY BE S SEAL THIS 28th DAY OF MARCH, 2008. ,,,~~~w~m~,q,, TY MAY BE SUBJECT TO ~ CARD ~i, ADDITIONAL EXCEPTIONS, RESTRICTIONS, AND / OR ENCUMBRANCES NOT REFLECTED HEREON. 0~~ FESS/~•..'L ~ 5. ONLY COPIES OF THIS SURVEY WITH THE LAND SURVEYOR'S ORIGINAL SIGNATURE & AN ORIGINAL EMBOSSE 3INAL EMBOSSED, INK OR VICINITY MAP : ~~~0 ~ ~9 : SCANNED SEAL ARE THE PRODUCT OF THE LAND SURVEYOR, Q 9f (N.T.S.) SEAL 6. ANY PROPERTY IDENTIFICATION NUMBERS PARCEL ID NO'S & GPIN's AND ZONING INFORMATION SHOWN H] 'ION SHOWN HEREON WAS - x~ L-4188 = ( ) • TAKEN FROM THE OFFICIAL TAX RECORDS OF ALAMANCE COUNTY. ~ F..• ; ~ , '•.,,SUR~,.•' 7. WETLAND, BUILDINGS, UTILITIES, AND OTHER PLANIMETRIC, ENVIRONMENTAL, OR TOPOGRAPHIC FEATURES HIC FEATURES ARE NOT MARK J. OROPALLO, PLS ~'p~~f QP~'~~`~ PROFESSIONAL LAND SURVEYOR LIC. # L-4188 i,~~~~J• ORO~~~~O ADDRESSED ON THIS PLAT. 8. ZONING: CB DRAWING INDEX 9. FIELD EVIDENCE SHOWN HEREON WAS FROM AN ACTUAL FIELD SURVEY CONDUCTED ON JANUARY 5, 200 JUARY 5, 2005 THROUGH Sheet Description FEBRUARY 2, 2006 AND REFLECTS VISIBLE CONDITIONS EXISTING AT THAT TIME ONLY. 10. BOUNDARY SURVEYING SERVICES DO NOT DETERMINE LAND OWNERSHIP AND THE PROFESSIONAL LAND SURVEYO] LAND SURVEYOR PROVIDES 1 GENERAL &GPS NOTES, SHEET UPHELD BY A COURT OF INDEX AND SIGNATURE BLOCKS ONLY AN OPINION OF PREVIOUSLY DESCRIBED BOUNDARY LINES WHICH MAY OR MAY NOT BE UPHELD BY A NO APPROVAL REQUIRED UNDER SECTION 33-1 OF THE ~W 2 RECOMBINATION CODE OF ORDINANCES OF THE CITY OF BURLINGTON. 11. THE CONVENTIONAL TRAVERSE FOR THIS PROJECT WAS ADJUSTED USING THE LEAST SQUARES METHOD. THE METHOD. THE CONFIDENCE INTERVAL OF SAID ADJUSTMENT WAS 95%. THE PRECISION RATIOS WAS 1:64,505 UNADJUSTED. . THE ALAMANCE COUNTY 12. THE OLD PROPERTY LINES ARE HEREBY REMOVED UPON THE RECORDING OF THIS PLAT IN THE ALAMAN( DATE PLANNING DIRECTOR REGISTER OF DEEDS OFFICE. 13. REFERENCES: PB 71 PG 96-102, PB 71 PG 320-321, PB 72 PG 31, DB 2509 PG 984, DB 2297 PG 628, D. :97 PG 828, DB 2599 PG 256. OWNER'S CERTIFICATE -ALAMANCE CROSSING, LLC I HEREBY CERTIFY THAT ALAMANCE CROSSING, LLC IS THE OWNER OF THE GPS NOTE; PROPERTY, SHOWN AND DESCRIBED HEREON, WHICH WAS CONVEYED TO THE INITIAL POSITIONS FOR THIS PROJECT WERE PRODUCED FROM A RTK NETWORK UTILIZING TRIMBLE ALAMANCE CROSSING, LLC BY DEEDS LISTED HEREON AND THAT I HEREBY ACKNOWLEDGE THIS PLAN AND ALLOTMENT TO BE THE FREE ACT AND DUAL FREQUENCY 5700 RECEIVER AND 5800 SERIES ROVER. DATA WAS COMPUTED BY NGS UTILIZING THE THE DEED AND HEREBY ESTABLISHING THE MINIMUM BUILDING LINES, AND ONLINE POSITIONING USER SERVICE (OPUS) AND ARE RELATIVE TO THE FOLLOWING NGS BASE STATIONS. ANS. DEDICATION TO THE PUBLIC USE AS STREETS, ALLEYS, CROSSWALKS, STATE OF NORTH CAROLINA COUNTY OF ALAMANCE EASEMENTS, PARKS, AND OTHER SPACES FOREVER AS SHOWN OR INDICATED. FURHTER, I CERTIFY THAT THE PROPERTY AS SHOWN HEREON NGS MONUMENTS USED IS WITHIN THE SUBDIVISION REGULATION JURISDICTION OF THE CITY OF I, ,REVIEW OFFICER BURLINGTON. OF ALAMANCE COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL PERMANENT IDENTIFIER DESIGNATION LATITUDE LONGITUDE STATUTORY REQUIREMENTS FOR RECORDING. BY. DG7059 GARDEN N36°04'31.42267" W079°30'41.48515" DATE JON MESHEL, PROJECT MANAGER FY3486 REO N36°04'03,81479" W079°30'07,56273" DATE REVIEW OFFICER AVERAGE COMBINED SCALE AND SEA LEVEL FACTOR = 0,999961375 COORDINATE UNITS ARE IN U.S. SURVEY JRVEY FEET UNLESS DESIGNATED OTHERWISE. a STATE OF a o COUNTY OF 0 N M a I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID CERTIFY THAT APPEARED BEFORE ME THIS OWNERS' ADDRESSES: DAY AND ACKNOWLEDGED PERSONALLY THE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF ALAMANCE CROSSING, LLC ~ , 2006. 2030 HAMILTON PLACE BLVD. a CHATTANOOGA TN 37421 NOTARY PUBLIC a ~ MY COMMISSION EXPIRES o °g A TANT S , PC b N O 0 5540 McNeely Dr. Phone 919 510-4464 i 510-4464 Suite 1011 Fay 9191 510-9102 / ~ / 10-9102 ~aNO e~ Raleigh, NC 27612 Email: oropallomj®ms~ CONSULTANTS' allomj@mssland.com ~ "Committed to Total Quality Service" LEGEND PIPF PINCHED II~ON PIPE FOUND 0 IRON ROD SET IPF IRON PIPE FOUND ~ J~ C~P•''~ 00 FOUND ~ v P~ DB DB ~ ~ 0 ~ 0~ r~~ • C) 00 J00 cO PB PB p MATHEMATICAL POINT yao/ \ : Q ; ~ a o PG PG oti/0ti \ = U ~ INDICATES A LINE \ ~ y t~0 U (.5 1 Lo LLJ CMF CONCRETE MARKER FOUND DRAWN NOT TO SCALE \ ; ~ '•.Ud 54- AC ACRE ~ N/F / ~~i,~.0 N PT POINT OF TANGENCY L O T 8 / p N.T.S. NOT TO SCALE J A~~~~~ PB 72, PG 259 *11, '181111115 Q4 CL PC POINT OF CURVATURE 1 / C R/W RIGHT-OF-WAY / \ W J DT DEED OF TRUST STA STATION aD ~ ~ ~ / n \ / Q ESMT. EASEMENT NCDOT NORTH CAROLINA m ~ / / \ / DEPARTMENT OF ~ / \ TRANSPORTATION r t` ~ \ / FND FOUND `ti. ~ N/F / \ / '1' LOT 3 / \ AIF ANGLE IRON, FOUND POB POINT OF BEGINNING ~ ii ~ \ / t~ li \ ~ PB 71, PG 96-102 / ~ GPS GLOBAL POSITIONING SYSTEM RTK REAL TIME KINEMATIC \ ~~j ~ / 1, IW / AREA 1 \ ~ w / f f 1 ~ / Wetland Area: 0.37 Acresf , ~ / J ~j / Length of Streams: 432 LF ~ z 1i - -1 / z co 2 0 iii ~ ` / p a_ o a ill, , \ / y ~ y U o ~ \ ~ W w N/F \ / 0~ ~ ~ p \ \ c~~ ° POOL OR POND PARTNERS \ ` \ / Pb 0 DEED BOOK 784, PAGE 108 d J ~J ~ PLAT BOOK 43, PAGE 64 111 GPIN 3-25-144 ~t 1\ Pf ~ ti w PARCEL ID #8844857887 ~ it ~ N ,lyp ~ . `i1'\ J Q yt NE,I . ~ ~ 9• ~ O '.t, G~PN ' "~yg II .w~ I~ ~ W • AREA 2 ~ ~ 360'2 , ~ ....112.18 \ R ~ 1~~, . <z ~ 1 f f ~ ~ ` ~ ~ Wetland Area: 0.42 Acresf 5 178.95 02.88 ~ c3o Le of Streams: 426 LF 85"11 Z 11 - N60'05 \ w (V'~ W Y , l \ lq ; ~ 1 o \ \ 4?0 ' W O ~e ~ / \ ~ it , ~ N~F 0 50 100 200 U ~ ~ l \ sfp s' L o T 8 GRAPHIC SCALE \ PB 72, PG 259 a~ l \ y~ \ r 1 =100 y h ~ ~ oh/ U~ / 1 ° ~ s h ~ • ~ `9d' •~S•.2 , ~ ti~ ~F~ CC) / o~~„ 0 N ~ \ \ :n"/ S\ ~ \ \ / . ~ t \ CHARLOTTE K, FITZGERALD \ DEED BOOK 505, PAGE 725 \ / 1 $ \ \ ~ t GPIN 3-25-37 \ / \ Cn z LINE TABLE '~P PARCEL ID 8844851317 \ ~ , LINE BEARING LENGTH \ ~ , ° \ ~ _ _ _ _ _ \ Ll Ns9 54'08"E 41.58' \ pb , U -L - L2 N89°25'40"E 76.36' N F \ ~ 4b.~ L3 802°05'50"W 44.64' L 0 T 2 4 \ r'$~., gbti`:~ 1~,~ Jr W zz 837 57 55'W 19.80 PB 72, PG 259 \ ~ / ° ~ ~ V1 O Q L5 N50 05'35"W 23.sB' \ _O 814 22'17"E 52.38' ~ ~ \ I ~I ti L7 N09°20'45"W 52.33' / \ L8 N80°32'21'~E 69.23' \ ~r r , / L9 S20°18 39 E 72.06 rr rr ~ W / L10 800°24'03"W 44.47' rr O U O 00 / Lll N67°O6'45"W 28.96' cygti~. / f~~_, / L12 N67°O6'45"W 69.13' ~`7~`~, /6y / N57°37 48'W 55.35 •J 11 , II d1 ~ / , / L14 N57°37'48"W 27.42' ~ p 111 d\~ U U ° a g 00 / L15 N31°00'57"E 69.35' 1, j„~ /o N/F f~\\ ° .o L o T s a AREA 3 Id, / L16 S30 31'30"E 61.20' ~2e PB 71 PG 96-102 f _ ~ ~ y , 77 074 S .F't.f U E orn~ L17 837°36'50"E 24.43' ~ ~ , one) ~g / `ti Qf% 11 ' Q ' / L18 827 28'35"E Bo.BS' 98.80 4• S9rgg 60'~ 1~~ L19 882°56'39"E 42.29' ~ _=-___r, ~ ,__~==;;_1T„2,4 ~ a Wetland Area. 0.28 Acresf ~ / \ ~ - ti6 8 ,tea ~S 11 ~ L20 882°56'39"E 13.12' \ ~ ` s4 ' 1,~~=; Q 1 Length of Streams: 1,613 LF E, o y 3 / 124.23 29 L1 .20 ~ ~ 1~' ~ 1 ~ L21 N09 31'37"W 97.85' \ ~ $ N39' ~ ~ x'10' ~ 1~1 / ~ 21 ~ (TIE) ~'L S7"'A \ 1 , N o .b a L22 S30°31'30"E 60.81' \ 1 / ~ ~ / / Lz3 ° AREA 4 ,1 z 4 ~0 a 8 831 00'57"W 88.22' \ / \ c \ oll ~ ~ N / L24 811°35'04"E 58.77' \ 7.904 Sq.Ft.f. or O.1B Acresf TOTAL / ~ f `~y9 \ ~ O aww ~ / ° ~ \ Wetland Area: 0.05 Acresf \ ~o ~~"i " ~ Q C a L25 811 35 04"E 247.78' / ~ \ ~I ~ ~ w C Q U > as ~ / Lzs ses°oo'os"w 5s.so' Length of Streams: 209 LF / \ ~ ~ w ~ w CD / L27 \ / ~ it 5~ ~ ~ 888 00'08"1V 30.59' \ \ it 1 w ~ C N b / L28 N30°31'30"W 45.50' / \ N F ~ ~ ~ \ / ~ 7, r ~ SQL ~ ~ ~ / L29 N52°07'52"W 40.29' \ L 0 T 9 ~ v a \ / Z •~g / L30 820°44'06"E 40.04' \ \ PB 71, PG 96-102 L W ~Z w C9 o a / ~ A~ ~ / L31 867°06'45"E 34.51' \ / \ / 0 F / u. 0 V1 N X00 ~o N F p ° L32 ° \ / ~ \ / 867 06'45"E 23.09' ~ ~ U LOT 10 ~ ~ ~ .a / ~ ~ g ~ ~ a \ PB 71, PG 96-102 ~ G ~ b \ ~ 0 ~LZ LO C U LO x V O o / \ y ~ , p~ o / \ 1~p ^ o \ \ i i E /^V l NZ V51 6 \ ~i ~i ~ \ O r After recording return to: E. Lawson Brown, Esquire Vernon Law Firm 522 South Lexington Avenue Burlington, NC 27215-5827 (336) 227-8851 DECLARATION OF CONSERVATION AREA (Area 2 THIS DECLARATION OF CONSERVATION AREA is dated as of the day of , 2008 and is made by ALAMANCE CROSSING, LLC, a North Carolina Limited Liability Company ("Declarant"). The address of the Declarant is c/o CBL & Associates Properties, Inc., 2030 Hamilton Place Boulevard, Chattanooga, TN 37421. WITNESSETH: WHEREAS, Declarant is the fee simple owner of the parcels of land comprising Area 2 as shown on the Lease Area Plan which is attached hereto as Exhibit "A" (the building footprints shown on Exhibit "A" are of no legal effect); and WHEREAS, Area 2 is more particularly described on Exhibit "B" attached hereto; and WHEREAS, the Declarant desires that certain identified "wetland areas" ("Conservation Areas")be preserved and subject to the restrictions set forth herein; and WHEREAS, the Conservation Areas are shown on Exhibit "C" attached hereto; and WHEREAS, Declarant has agreed that the Conservation Areas shall be subject to the restrictions set forth in this Declaration of Conservation Area ; NOW, THEREFORE, Declarant hereby submits the Conservation Area to the restrictions contained in this Declaration. 1. The Conservation Areas as shown on Exhibit C shall be maintained in perpetuity in their natural and unmitigated condition. No person or entity shall perform any of the following activities on or within the Conservation Areas: fill, grade, excavate or perform any other land disturbing activities; cut, mow, burn, remove, or harm any vegetation; construct or place any roads, trails, walkways, buildings, mobile homes, signs, utility poles or towers, or any other permanent or temporary structures; drain or otherwise disrupt or alter the hydrology or drainage ways of the Conservation Area; dump or store soil, trash, or other waste; or graze or water animals, or use for any agricultural or horticultural purpose. 2. This Declaration is intended to ensure continued compliance with the mitigation condition of a Clean Water Act authorization issued by the United States of American, U.S. Army Corps of Engineers, Wilmington District, Action ID, and therefore my be enforced by the United States of America. This Declaration contained shall be effective as of the date hereof, shall run with the land burdened thereby, shall be binding upon all owners and occupants thereof, or any part thereof and improvements thereon, and their respective successors and assigns, shall constitute an encumbrance on Area 2. 3. This Declaration may be amended by the written agreement of Declarant and its successors or assigns but only with the prior written consent of the U.S. Army Corps of Engineers, Wilmington District . 4. If any term, covenant or restriction herein shall be invalid or unenforceable, the remainder shall not be affected thereby, and each term, covenant and restriction shall be valid and enforceable to the fullest extent permitted by law. [The remainder of this page is left intentionally blank and signature pages follow.] 2 IN WITNESS WHEREOF, the parties have executed this Declaration on the date first above written. ALAMANCE CROSSING, LLC, a North Carolina limited liability company (FEIN # 62-1542285) By: CBL & Associates Limited Partnership, its sole member and chief manager By: CBL Holdings I, Inc., its sole general partner By: Mark D. Mancuso, Senior Vice-President Date: COMMONWEALTH OF MASSACHUSETTS COUNTY OF MIDDLESEX I, Stephen R. Goldstein, a Notary Public for the said State and County, do hereby certify that Mark D. Mancuso personally appeared before me this day and acknowledged the due execution of the foregoing instrument in the capacity indicated. Witness my hand and notarial seal this the day of Notary Public: Printed Notary Name: Stephen R. Goldstein My commission expires: 7/24/09 3 EXHIBIT A TO RESTRICTIONS AGREEMENT (Area 3) Lease Area Plan Attached EXHIBIT B TO RESTRICTIONS AGREEMENT (Area 3) LEGAL DESCRIPTION OF AREA 3 The parcels of land shown as Lots 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21 and 22 on the Subdivision Map plan entitled "Alamance Crossing Subdivision Plat" prepared by MSS Land Consultants, recorded in Alamance County Plat Book 71, Pages 96-102 (a reduced copy of which is attached hereto as Exhibit D). EXHIBIT C TO RESTRICTIONS AGREEMENT (Area 3) LEGAL DESCRIPTION OF AREA 1 The parcels of land shown as Lots 1, 2, 3, 4, 5, 6, 7 and 8 on the Subdivision Map plan entitled "Alamance Crossing Subdivision Plat" prepared by MSS Land Consultants, recorded in Alamance County Plat Book 71, Pages 96-102 (a reduced copy of which is attached hereto as Exhibit D). 6 EXHIBIT D TO RESTRICTIONS AGREEMENT (Area 3) REDUCED COPY OF SUBDIVISION PLAT Y IF S?Stem I,i f?ll'C111?'1l PROGRAM March 12, 2008 Jon Meshel CBL & Associates Properties, Inc. 800 South St., Suite 395 Waltham, MA 02453 Project: Alamance West County: Alamance The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these agencies to determine if payment to the NCEEP will be approved. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/LAMA permit within this time frame, this acceptance will expire. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following table. Cape Fear 03030002 Stream (feet) Wetlands (acres) Buffer I (Sq. Ft.) Buffer 11 (Sq. Ft.) Cold Cool Warm Riparian Non-Riparian Coastal Marsh Impacts 0 0 2,218 1.81 0 0 0 0 Credits 0 0 4,436 3.62 0 0 0 0 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions or need additional information, please contact Kelly Williams at (919) 716-1921 or Valerie Mitchener at (919) 715-1973. Expiration of Acceptance: September 12, 2008 Sincerely, fil- Wil4 D. Gilmore, PE Director cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit Andy Williams, USACE-Raleigh Sue Homewood, NCDWQ-Winston-Salem Debbie Edwards, agent File M IV 3- WA RP.Stor ... Enka"... Prot", 0" .rtGt t& North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 1 www.nceep.net