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HomeMy WebLinkAbout20061592 Ver 1_More Info Received_20070411Environmental Consultants, PA Road Raleigh, North Carolina 27614 Phone: (919) 846-5900 Fax: (919) 846-9467 www.SandEC.com ~.k P a Lo -- April 11, 2007 S&EC Project No. 10570.D1 Ms. Cyndi Karoly NCDENR-DWQ 401 Oversight/ Express Review Permitting Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Mr. Danny Smith NCDENR-DWQ ~~ ~~~ NPS Assistance and Compliance Oversight Unit 1617 Mail Service Center Raleigh, NC 27699-1617 Reference: Cameron & Associates -Tract 1 ~ ~ s @ ~ ~ ~R ~p ~~ g ~ ~1 Sediment Impact Delineation & Clean-up Plan ~~~ Vance County, NC ~~'~ ?1 ~ Z007 ~'f: i~.APlL1;3 ~a~'0 ~*r~~s,~,vn~:~s~ B~A.+'lC!# Dear Ms. Karoly: As requested in your March 22, 20071etter, Soil & Environmental Consultants, PA (S&EC) has been engaged by Cameron & Associates to prepare a sediment impact delineation report and clean-up plan for in-stream and buffer sedimentation which has occurred within the referenced project site and the adjacent properties. A Notice of Violation (NOV) was issued previously (November 7, 2006) for clearing of vegetation in the riparian buffer as well as installation of a temporary equipment crossing across the stream onsite. S&EC prepared a Buffer Restoration Plan that was subsequently approved by the Division of Water Quality (DWQ) and implemented. Restoration operations included planting several hundred native trees within the riparian buffer as well as removal and stabilization of the temporary crossing. Buffer restoration was completed March 13, 2007. Three years of monitoring will be conducted as described in the Buffer Restoration Plan. On March 15, 2007 DWQ staff inspected the project site and observed sediment accumulation within the stream channel and buffers onsite between three (3) inches and four (4) feet in depth. Sediment accumulation of three (3) inches to eight (8) inches was also observed within the stream channel on the adjacent downstream property. These observations led to the issuance of the additional NOV. On April 3, 2007, S&EC visited the referenced project site to observe site conditions associated with reported channel, wetland, and buffer impacts. While onsite we observed the characteristics of the site (including current grading and stabilization operations), the surrounding area, verified surface and channel flow conditions, observed channel and Sediment Impact Delineation & Clean-up Plan Soil & Environmental Consultants, PA April 11, 2007 Project No. 10570.D1 buffer deposition along the impacted reaches, and observed existing property boundaries, utilities, water conveyance structures, and existing erosion and sediment control measures. During our site visit, the impacted area was traversed and the extent and severity of the impacts was observed. During this process we identified, delineated (with sequentially numbered flags), and GPS located the approximate boundaries of the sediment impacts. Onsite stream location and surrounding topographical features were surveyed using TotalStation. The purpose of this letter is to summarize our findings regarding sediment deposition that has occurred onsite and on the adjacent property and describe in detail our plan for clean- up and disposal. Site Description The local project site, which consists of approximately 11.3 acres, is located east of the 158 Bypass and north of Interstate 85, in Vance County, NC. Two stream features exist onsite. One, an unnamed tributary of Poplar Creek (Reach 1), runs generally to the southwest across the project site, across the adjacent Church property until its confluence with Poplar Creek, just south of I-85. Another unnamed tributary of Poplar Creek (Reach 2) borders the site to the east. (Reach 2) is not within the property boundary, however, its buffer is. Both streams are currently buffered in their entirety onsite (with the exception of CP&L power easements) at this time. Poplar Creek is designated Class C, NSW and resides in the Tar-Pamlico River basin. Reach 1 is the stream impacted by sediment deposition and addressed in this plan. A vicinity map is provided in Figure 1. Onsite Observations Our observations and evaluation were focused on sediment impacts to the unnamed tributary of Poplar Creek that runs generally southwest across the project site and onto the adjacent Catholic Church property before passing underneath Interstate 85 and joining Poplar Creek. Approximately 900 feet of this stream was impacted by sediment deposition ranging from three (3) inches to four (4) feet deep as described in the NOV. As identified in the NOV the stream impacts onsite begin near the north edge of the property at a CP&L powerline easement. This section of stream is deeply incised with steep and heavily eroding banks. Approximately 100 feet downstream is the area of the temporary crossing that was previously removed, as directed in the November 7, 2006, NOV. The temporary crossing partially blocked sediment from the heavily eroded section from traveling downstream and caused sediment to accumulate to depths of two (2) feet and greater just above the crossing. The stream channel is narrow and steep for another 100 feet before opening into an area with a wide flat floodplain. Sediment deposition between four (4) and twelve (12) inches depth was observed within the stream channel and up to two (2) feet in depth on the adjacent floodplain. Large woody debris located within the floodplain area has trapped large amounts of sediment. Sediment deposited in the wide floodplain at the lower end of the site is partially covered with an herbaceous vegetation layer that consists mainly of Juncus and Carex. Representative Page 2 of 7 Sediment Impact Delineation & Clean-up Plan April 11, 2007 Soil & Environmental Consultants, PA Project No. 10570.D1 photos of sediment impacts can be seen in attached site photos. From our site observations, sediment appears to have entered the stream channel and adjacent floodplain from two primary sources: 1) Material placed within the stream channel in order to create the temporary crossing, and 2) The deeply incised, heavily eroding section of stream channel above the crossing. The clearing of the riparian buffer vegetation may have also contributed to in-channel sediment. Offsite sedimentation appears to have originated from the same sources and was transported offsite within the stream channel. In-channel Sediment Deposition A significant volume of sediment was observed along the impacted stream. Sediment deposition observed onsite varies considerably along the length of the evaluated stream reach and riparian buffers. For ease of evaluations we have described observed in- channel sediment impacts into one of two categories: Category 1- In-channel sediment deposition in excess of two (2) inches in thickness within the active channel bed which may require removal and proper disposal. Category 2 - In-channel sediment deposition less than two (2) inches in thickness within the active channel which will remain in place. NOTE: Based on experience with similar in-channel sediment deposition and subsequent clean-up operations, it is our opinion that deposition layers less than approximately two (2) inches in thickness should remain in place. Clean-up of thin layers within the active channel bed can result in damage to the channel bed which will exceed the temporary nature of localized thin layered deposition. The onsite impacted stream lengths and areas of sediment accumulation have been identified on the attached maps (Sheets 1 to 4 of 8) as Areas A through F-1. Buffer Sediment Deposition For ease of evaluations we have described observed buffer sediment impacts into one of two categories: Category 1- Sediment deposition in excess of two (2) inches in thickness which may require removal and proper disposal. Once removed the disturbed surface within the clean-up zone will require temporary stabilization including seeding and mulching as required by the season and as described in the Erosion & Sediment Control Planning and Design Manual (latest edition). Category 2 -Sediment deposition less than two (2) inches which will remain in place and maybe stabilized as described above for Category 1. In most cases these areas will be left to stabilize by themselves. Page 3 of 7 Sediment Impact Delineation & Clean-up Plan Soil & Environmental Consultants, PA April 11, 2007 Project No. 10570.D1 The impacted stream buffers have been identified on the attached maps (Sheets 3 to 5 of 8) as Areas F-2 and J-2. Offsite Sediment Impacts On April 3, 2007, we traversed the impacted stream corridor for the purpose of evaluating the extent of offsite sediment impacts to the unnamed tributary to Poplar Creek on the adjacent downstream property. Based on our site observations some volume of suspended sediment was transported offsite and deposited at several locations within the stream channel particularly at debris jams where larger deposits of sediment were observed. Much of the sediment was trapped by large woody debris in the channel and floodplain directly upstream on the project site and prevented from further impacting the offsite stream buffers. Sediment deposition was confined to the stream channel with little buffer or floodplain impact offsite. Much of the offsite sediment appears to have been deposited within the powerline easement in an herbaceous wetland area as well as at the inlet to a small pond just beyond the powerline easement wetland. The sediment in the powerline easement wetland area has revegetated with Juncus, Carex, and grasses. Areas of significant sediment accumulation and in need of removal are labeled Areas G-N on the attached drawings (Sheet 5-6). Representative photos of sediment impacts can be seen in attached site photos. A thin layer of up to two inches of coarse sediment was observed throughout the offsite stream channel (Category 2). Areas of accumulation (Areas G-M) were observed from three (3) inches to eight (8) inches in depth at pools and debris jams. The sediment deposited at the inlet to the small pond (Area N) was approximately two (2) feet deep. Proposed Clean-up Operations This clean-up plan has been prepared for the sole purpose of providing a systematic approach to remove and/or stabilize in place sediment deposited into streams (onsite and on adjacent properties) and stream buffers. Based on our site observations and experience with similar projects S&EC proposes the following steps be performed to remove the existing sediment impacts onsite and reduce the potential for future sediment impacts: Step 1 Repair as necessary and augment existing site Erosion and Sediment (E&S) control measures including silt fence, existing sediment traps and sediment basins. All additional E&S control measures and repairs should be performed /installed in accordance with NCDENR .approved standards (We understand these actions have already been taken per DWQ directives). Temporary and permanent seeding measures should be applied at the earliest opportunity across the site. Page 4 of 7 Sediment Impact Delineation & Clean-up Plan Soil & Environmental Consultants, PA April 11, 2007 Project No. 10570.D1 All existing and new E&S devices should be inspected and cleaned out (sediment removed from upstream of the devices) as required. Typically the frequency of inspection is weekly, and after each rainfall event of 0.5 inches (or greater). Step 2 To the extent, required by DWQ, manually remove excess sediment in the active channel (Category 1) and within the buffer (Category 1) as identified on the plan sheets. Sediment will be excavated to a depth that reaches the streams natural substrate (as directed by S&EC personnel). All in-stream excavation will be performed by hand. Excavation will be performed with manual labor using shovels (flat head or "sharp shooter") and 5 gallon buckets. Caution will be applied so as not to disturb the natural channel bed. Excavation of excess sediment within the buffer will be to a depth coincident with the original ground surface. Existing easements or site trails and roads will be used for vehicular access to assist in mass sediment removal. In areas of extensive sediment accumulation, motorized equipment maybe utilized. Where motorized equipment is used every effort will be made to reduce the impact to the existing vegetated buffer. No thinning or clearing of vegetation will be performed. Delineated wetland areas will not be trafficked through to perform clean-up operations. Recovered sediment will be transported away from any channel, buffer, or wetland areas and disposed of properly (in accordance with State and local regulations). Step 3 Buffer areas where sediment is removed (Category 1) or stabilized in place (Category 2, if necessary) will be stabilized with straw mulch and temporary and permanent seeding measures including the most appropriate erosion control grasses for the season. The need for supplemental planting measures (including bare root tree and shrub species) will be evaluated upon the completion of buffer clean-up efforts. Based on the recent replanting of the riparian buffer we expect these efforts to be minimal. The exact location and extent of these measures is unknown at this time and will depend on the post clean-up condition of the buffer areas. Those areas requiring planting will be over-planted with native tree and shrub species including; Green ash (Fraxinus pennsylvanica), American sycamore (Platanus occidentalis), River birch (Betula nigra), Willow oak (Quercus phellos), Box elder (Ater negundo), Tulip tree (Liriodendron tulipifera), Silky dogwood (Cornus amomum), Buttonbush (Cephalanthus occidentalis), Elderberry (Sambucus canadensis), or other appropriate species depending Page 5 of 7 Sediment Impact Delineation & Clean-up Plan Soil & Environmental Consultants, PA April 11, 2007 Project No. 10570.D1 upon availability. Where planting is required, tree and shrub species will be randomly intermixed on roughly a 6 foot by 6 foot spacing to maintain the desired density. Clean-up operations and in-stream structure installation will be performed under the direct supervision of an individual with a thorough understanding of the purpose and the delicate manner in which manual methods should be performed. We understand that Cameron & Associates will engage S&EC to observe and provide onsite supervision of in-stream clean-up operations. Bank Stabilization The section of stream with eroded and sloughing banks (approximately 100 feet) will be regraded, stabilized, and revegetated. Stream banks will be graded as shown in the Typical Cross-Sections (Sheet 7) with side slopes no steeper than 2H:1 V. The banks will be lined with erosion control matting, hydro-seeded with appropriate erosion control grasses, and over planted with live stakes. Live stakes will consist of one or more of the following species: S ecies Common Name Corms amomum Silky Dogwood Salix caroliniana Carolina Willow Salix ni ra Black Willow Sambucus canadensis Elderberry Live stakes will be a minimum of 24 inches in length with a diameter of at least 1/2 of an inch at the base (see Sheet 8). In order to prevent the further migration of the headcut upstream, a log structure will be placed immediately upstream of the headcut, as shown on Sheet 2. Details of this structure are shown on Sheet 8. The exact location of the structure will be field determined by the engineer. Implementation Schedule Within 45 days of the approval of this plan by DWQ, clean-up operations will be completed (barring any inclement weather). A final report will be submitted to NCDENR-DWQ within two weeks of the completion of site work. Future Monitoring & Maintenance Once initial sediment clean-up operations have been completed, we recommend that the impacted areas be monitored for three (3) years, or less if deemed appropriate by NCDENR-DWQ. Monitoring should consist of a traversing the length of each of the impacted stream reaches for the purpose of observing the condition of the channel bed and banks, adjacent Page6of7 Sediment Impact Delineation & Clean-up Plan Soil & Environmental Consultants, PA April 11, 2007 Project No. 10570.D1 buffers, and the delineated jurisdictional wetland areas. Observations will be recorded regarding identified sediment loading (if any), its apparent source, and recommendations made for supplemental clean-up or stabilization measures. We recommend these monitoring visits be conducted on a monthly basis for the first six (6) months after initial clean-up operations and then quarterly after that point, for three (3) years. Should other areas of sediment impact be identified in this process, visits may continue on a monthly basis for an extended period of time before reducing to a quarterly frequency. Please contact me if you have any questions or comments regarding this impacts delineation and clean-up plan. We thank you for your assistance and project input to date and look forward to the successful completion of the clean-up phase of this project. Sincerely, SOIL & ENVIRONMEN~~>ti,~ C+q~~SULTANTS, PA ~`~\oQ~ FMS Ro `~y9'; _ ,Qo ti9 - __.. ,. g _ ~...~ c G.~ C~~~ Rebecca Wargo, P.E , ~,• ~~~ I1~~,~\` Jessica E. Regan N.C. License No. 312 F • , G tv~ • 4~~ Environmental Scientist ~~~~B~~CA;S1\~P~~ Attachments: Figure 1 -Vicinity Map Sediment Delineation & Clean-up Plan - (Sheets 1 through 8) Site Photos Cc: Mr. Charlie Keeter -Cameron & Associates Ms. Lia Myott, DWQ Page 7 of 7 - _ti•4 _ { f h ,` , r~i t ~ 1 ' l `` ~ ti ~ ~~ ~ . i~ }! f ~ ra ~a~s•a ,j ~ ( (( ~ ~ O _~`, ~ ~~r 1~~ ~ ~ i~ ~~~ ~ ,r . r ..s ~ ~~ m '_ ~ _ ~s f + r • Impacted Stream ~ Buffer ""~~~ ~' ~ ~ ~~ ~`+ ~•~ ~`++ r ~ k, ,:. ,.,1- ~ , -o y tY y ~ .,..~ ~ ,,*ti . ~' 111 ,~ ~ ~ ~,.d ~ ~ a ( t' Ir yy T ~~ . ~(r ~[~ ~ } • f ~ ~~// K f ` i ~ 1 / ~ 5 -~ ~ -- 'ti ~ {~-tj''~-+~ ~. • 4• ` ~ ., ~ M1 j~~ ~ ~~~ w•~ ~~ ~~~~ v ! :i•, i\ Project Number: Map Title: 0570.D I Flgure I - Vlclnlty M ap ExP ~~° ~ ~~ a~ V ~ Project Manager: JER Cameron ~ Associates ~ Soil & Environmental Consultants, PA Scale: Tract I 11010 Raven Ridge Rd.• Raleigh, NC 27614 I ~~ = 500' Vance County, NC (919)846.5900•(919)846.9467 Web Page: www SandEC can " ° ~ _ i S 4 '~ Date: ource: .. ._ ~ A r(I 2007 Henderson Quadrangle ' ... . 1 .?1 r '. (l i I.AAI~3~ A,dG :S i €?€?€~fi~u~l t:A ~'~N FIIP.: JP.~ I N CP 0 ~+ 0 0 N C v N U- I U57yk\ I VS /V.V 1\SedimenC clean-up\VrawingSWt.~iu-:~[uI NI ~~ P~~ ~~ ~5~ ~5 \~~ APPROXIMATE TREELINE c,~~ ~~ /P/G~rO~F ~'~~/~ ~'~ Y PROPERTY BOUNDARY O - -. / . rn . ~ .. ., ~ ~~:~ .. r- ., _ .. ... _ r,v~ r- _. . = _. C1~ `;~ ~'~ i -- -- .. t , ~ rn '' I I . .-o ,I ~ ' . i-- , ! ; D ~ ~ ~ ~ APPROXIMATE ~ ~ ~; TREELINE z ~ II r I ' J~ I z 0 rn x z_ rn -~ ',~. .` ~~. ,, i i m~ ~ ,v ~~ p ~~ ~ i NOTES: ~ ~ ~ ~ ~ `, I . SITE DATA INCLUDING PROPERTY BOUNDARIES, t1n o~ ~. ~'~~ ~ ~ CONTOURS, AND ROADS PROVIDED BY NCDOT. X ~~ ,~, •~ 2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE ~~ o f"~ APPROXIMATE. ~ ~D o ,~4 3. SURVEY DATA COLLECTED ON APRIL 3, 2007, BY 6' _„_~ ~.-: ~.y SPEC. ALL LOCATIONS ARE APPROXIMATE. 1 ~_~ ~°`~l 4. GPS DATA COLLECTED ON APRIL 4, 2007, BY ~ ~ ~ SPEC. ALL LOCATIONS ARE APPROXIMATE. ~ DI~AWI NGS PRINTED 5. APPROXIMATE LOCATION OF JURISDICTIONAL N WETLANDS DELINEATED BY SPEC. BOUNDARIES NAVE { AT N ALF- SCALE NOT BEEN VERIFIED BY USACE. Project: Project No.: CAMERON ~ ASSOCIATES los~o.~l • SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn: • Soil & Environmental Consultants, PA Location: client: ScaleR ,,, = 5O, VANCE CO., NC CAMERON 4 ASSOCIATES Sheet Tlkle: Sheet No.: OVERALL SITE PLAN d INDFx SHEET OF 8 FLARED CONCRETE I CULVERT FAe: Sec\lobs I O- 109y5k\I US 7U.V I\5ediment DRAWINGS PRINTED AT i1ALF- SCALE ~_ 0 f» rn 0 3 c~ rr v Cl 0 `3 N BEGIN BANK STABILIZATION PROPERTY BOUNDARY CROSS-SE''T"~"' ~" \\ illlt. c~ ~~ ~~Gh ~r V rn Q rn z rn z rn z (n CROSS-SECTION #2 V=, rn rn APPROXIMATE TREELI NE 24" FLARED CONCRETE CULVERT NORTH SCALE I " = I O' 10 5 O 10 ~ f~. ~~ _ \ ~ ( ,. ~~. ~. ~ , ~l ~ ~' i PROPOSED LOG STRUCTURE v. PROPERTY BOUNDARY I, END BANK STABILIZATION CATEGORY I ~ CATEGORY 2 ~ ~ ~~~_ NOTES: I . SITE DATA INCLUDING PROPERTY BOUNDARIES, CONTOURS, AND ROADS PROVIDED BY NCDOT. 2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. 3. SURVEY DATA COLLECTED ON APRIL 3, 2007, BY SPEC. ALL LOCATIONS ARE APPROXIMATE. 4. GPS DATA COLLECTED ON APRIL 4, 2007, BY SPEC. ALL LOCATIONS ARE APPROXIMATE. 5. APPROXIMATE LOCATION OF JURISDICTIONAL WETLANDS DELINEATED BY SPEC. BOUNDARIES t1AVE NOT BEEN VERIFIED BY USACE. (1P K b ~ v 6' ~~ ' ~ ~, ~ `~ ~', N ,. ~~ .A =~ ~ ° N ; ;.~~ .~~ ~ ~-.~ >7 Soil & Environmental Co DEBRIS JAM ~_° JURISDICTIONAL ~.>~,~ ~ ' WETLANDS ~~~~~~ ~ `~ (APPROXIMATE) ~ Y~ ., ~.a4 ~~'~~ STREAM CHANNEL ~ ~~'`~ °® PHOTO LOCATION `~ ~i`:~. .,.~m;^,;`;3 ~~ Project: CAMERON & ASSOCIATES Project No.: los~o.~l SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn lsultants, PA Location: Client: JER I"=D 0' Scale: VANCE CO., NC CAMERON 4 ASSOCIATES Sheet Title: Sheet No.: SEDIMENT DELINEATION - SHEET A 2 OF 8 nie: ~ecvons i v- i v>w~r.~ i ~o iv.v i peaimenc wean-upwrawingsWw,~-~~wi m~rv i w[u n~ O i~. 0 ` DI~AWI NGS Pf~l NTED v AT f-1ALE- SCALE 0 v ID AREA A 6" - 18" NORTH SCALE I " = 10' l0 5 O 10 I '~. (n V ~ AREA C '' 6" - 24"+ rn . ~ ~~ ' rn `'~ z 0 rn ~ AREA D z PREVIOUSLY REMOVED TEMPORARY CROSSING rn SEDIMENT DEPTH: 6- 12" _~ O z AREA E I I 3"-6" (( nn V, (~ 4"- AREA F- I 12" IN STREAM CATEGORY I rn ~ CATEGORY 2 -w~ AREA F-2 6"-24"+ IN FLOODPLAIN DEBRIS JAM - JURISDICTIONAL WETLANDS _ __ (APPROXIMATE) STREAM CHANNEL ~• PHOTO LOCATION ~. ; ~= "1 NOTES: M ~ ~t , , ~~` ~; ~ I . SITE DATA INCLUDING PROPERTY BOUNDARIES, 9;~ ~ J ` CONTOURS, AND ROADS PROVIDED BY NCDOT. ~ ~ ~ C,:~ ~ 2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE 6 ~,~ ~ APPROXIMATE. ~y ~~, 3. SURVEY DATA COLLECTED ON APRIL 3, 2007, BY ~ y~ ~~ ~"~ SPEC. ALL LOCATIONS ARE APPROXIMATE. , ~ ;~= ~ 0 o ; 4. GPS DATA COLLECTED ON APRIL 4, 2007, BY ~ ~ ~ ~1~~. SPEC. ALL LOCATIONS ARE APPROXIMATE. N ~ >,~~s'~ 5. APPROXIMATE LOCATION OF JURISDICTIONAL ~ ~~ WETLANDS DELINEATED BY SPEC. BOUNDARIES HAVE NOT BEEN VERIFIED BY USACE. _,__ CAMERON ~ ASSOCIATES i os~o.o i ~ SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn: ~ Soil & Environmental Consultants, PA Location: Client: 5caleR I„-D O, VANCE CO., NC CAMERON b ASSOCIATES Sheet Title: Sheet No.: SEDIMENT DELINEATION - SHEET B 3 OF 8 ~ o NOTES: I . SITE DATA INCLUDING PROPERTY BOUNDARIES, _ CONTOURS, AND ROADS PROVIDED BY NCDOT. rn 2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. 3. SURVEY DATA COLLECTED ON APRIL 3, 2007, BY NORTH v SPEC. ALL LOCATIONS ARE APPROXIMATE. 0 4. GPS DATA COLLECTED ON APRIL 4, 2007, BY SCALE I " = 10' SPEC. ALL LOCATIONS ARE APPROXIMATE. 5. APPROXIMATE LOCATION OF JURISDICTIONAL l0 5 0 to ~' WETLANDS DELINEATED BY SPEC. BOUNDARIES NAVE D NOT BEEN VERIFIED BY USACE . ~, AREA F- I ((nn 4"- 12" I N STREAM V, rn ~ ;-' rn z 0 rn r AREA F-2 z 6"-24"+ IN FLOODPLAIN , rn O z ;- U~ '~ z PROPERTY rn BOUNDARY rn ~ ~ ~~~ C~ %' APPROXIMATE /~ ~~ ~\ TREELI NE ~ CATEGORY I j CATEGORY 2 DEBRIS JAM --- JURISDICTIONAL ~ /, WETLANDS ,' ~ r..~- (APPROXIMATE) ., }~ ~"~ STREAM ChANNEL v_: -~ ~ =., X ,~ ~;,~-,~~ ~ Pf-10T0 LOCATION .O _ . ~ ~~- ~ N ='~,~ ~ _. ~~ Df~AWI NGS PI~I NTED N ~ `` _ AT h AL[=- SCALE Project: Project No.: CAMERON ~ ASSOCIATES IoS~o.oi ~ SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn: ~ Soil & Environmental Consultants, PA Location: Client: ScaleR I„=oo~, VANCE CO., NC CAMERON 4 ASSOCIATES Sheet Title: Sheet No.: SEDIMENT DELINEATION - St1EET G 4 OF 8 ree: 7ecvobsi N v-ivv~~K~i v~i~.vi~ocan~~cn~o~c+~~-~~ ~ O O v O ~. 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Mgr.: Drawn: ° ~ Soil & Environmental Consultants, PA Location: Client: Scale , o, R ,,,= VANCE CO., NC CAMERON 8 ASSOQATES Sheet Title: Sheet No.: SEDIMENT DELINEATION - Sf1EET D 5 OF 8 file:SecVobslO- O 0 0 ~. 0 v -~ 115ednnent NOTES: I . SITE DATA INCLUDING PROPERTY BOUNDARIES, CONTOURS, AND ROADS PROVIDED BY NCDOT. 2. ALL LOCATIONS, ELEVATIONS, AND DIMENSIONS ARE APPROXIMATE. 3. SURVEY DATA COLLECTED ON APRIL 3, 2007, BY SPEC. ALL LOCATIONS ARE APPROXIMATE. 4. GPS DATA COLLECTED ON APRIL 4, 2007, BY SPEC. ALL LOCATIONS ARE APPROXIMATE. 5. APPROXIMATE LOCATION OF JURISDICTIONAL WETLANDS DELINEATED BY SPEC. BOUNDARIES t1AVE NOT BEEN VERIFIED BY USACE. NORTH SCALE I " = 10' AREA L 3"-5" I N STREAM 8" AT AND BELOW DEBRIS JAM AND ON FLOODPLAIN 10 5 O 10 C1~ ~~ rn D -------------------- -------------------- rn ------------------ ------ -~ / D rn z rn O z z rn rn rn - -I __ i - CATEGORY I CATEGORY 2 DEBRIS JAM 6 r .9 N JURISDICTIONAL _ _ WETLANDS (APPROXIMATE) STREAM CHANNEL ~~ '"` -:±p.,? ~ ~ PNOTO LOCATION ~~ o ~:~ ;. y ~~ ~` ` DI~AWI NGS PI~I NTED AT NAL>=- SCALE Project: CAMERON ~ ASSOCIATES Project No.: lo~~o.oi SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn R ° I Soil & Environmental Consultants, PA Location: Ghent: Scale. ~ , I„- VANGE CO., NC CAMERON d ASSOCIATES Sheet Tltle: Sheet No.: SEDIMENT DELINEATION - 511EET E 6 OF 8 File: SecV~bsl O- 10999k\10570.D I\Sediment clean-up\DrawmgsV~CAD-SEDIMENT DELINEATION.dwq N O O v o_ ,» rn O co cr v C~ 0 c rr v N ~ . ~ - - 4 6 7--- a~ __ - - - _ _ - - -- 4G6 465- _ --- - - - - - - -- - -- - -- - -_ o - --- --- -464 - -- - _-- - - -- - -- - rn _`~ "' - - _ - - - E3 - _- - -- - V ~ _- _-_ - -46- - --- Z - _ - -- -46 I- -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 Station t 6astmg -F Proposed O ~ CROSS-SECTION O C1~ rn D n 66 O ~ V ' ~E -- ( n V ~~ V ~ - 46 -- - - _ - - ~ f , rn C~ o - O w - __ z -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 Station C-•- Existing -~- Proposed _ o ~k ? .K,. ~ ~-~ , , p°: v .. ~°~ ' CROSS-SECTION 2 6" _ , ~~ t ' ~J , . ; L) ~ ~ Y^' ~... I ~ ~ Nom ~ ^ V /y,'' ~ ` ' ~'- " Q ~. , ~' ~ a, y ~ 2 . ~ Project: CAMERON ~ ASSOCIATES Project No.: I os ~o.D l ~ ~ l l l SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn: R Consu & Environmenta tants, PA Soi Location: Client: Scale. VANGE GO., NC CAMERON t ASSOCIATES NO SCALE Sheet Title: Sheet No.: EXISTING 4 PROPOSED CROSS SECTIONS 7 OF g Rle: SecVobs I O- 10999k\ 10570. D I \Sediment clean-up\DrawingsWCAD-SEDIMENT DELINEATION.dwg N O O J (J~ O ~ ~ ~ rn ~iJ rn D OO ~ C1 ~ ~~ C~ ~ D z Z Q ~ ~ v ~ .\ ~ rn C ` to 7' X,T.`a. Y" ~ rn ~ r UT C rr ~X : ''K,j~:' ~~';/` -I J> ~` ~ ~'~~~ n"X ; rn N ~ j k \~ V~i u?,..;r 1 T V I ~~ 0 0~ I ~ ~o rn ~ r ~ rn ~ _~ ~ ~ ;~~< 1f~'~ >",`4,y~~`' y' < ~~ rn ~ ~ `.~1~{~ i ~ D S ~~ O ~ ~ G~ ~~ ~ z ~ /~` ~rnrn~O rn ~~~O~p~ ~ ~ O _ ~ ^~ ~ OO ~rnyorn ~l ~ ~ O O ~ ~ r i _ ~ I ~ O D ~ -rnrn z Crn~o O f 71 _ D r z ~ODr rnrn`"-C~rn ~ rn ~ - I ~~ ~ (~ /-~ ~ V D ~ < ~ ~~ ~ z Z ~ I I n U~ = O Q ~ zrn Ui "' N G~ rn I~ z rn ~ rn ~ ~ ~ -- rn _, I O ~ -~ ~ D ~ O rn ~ ~ (- z o n C z ~' C> ~ z C N /--~ ~ ~ ° rn ~ D-~ ~o z ~-- rn 0 0 O~ O ~~''. "~ D z r 7~ ~ Ul >, ~ ~ >l ~ `~ ~ O ~ ~ ~ ~ ~ ~~ - ~ rn ~.. rr1 z ,~ I ~ ~~ ' I I I ~ m ~ O 4 ~ ._i (~ ~ z ~ -~ O o ~ ~~z O,-ornrn ~ I ~ ~ ~ O ~D~ ~~=n - li rn i-_--' rnrn ~ D rn -~ _ /-0 ~rn~ ~DrnOrn Gp ~ D o Z O~ ~~ N Z rn rn~ cr r G~ Z -I ~ D~ D o ~ ~ . D~ -I I ~i. 1---~ o ~ ~ O ~ O ._~ ~.... D Oo O rn O ~ NO B O n~ f - y z ~ ~ (P Z ~~ ~ ~rny ~Ny ~ ~ z rn o ~' rn ~ ~~ D~ D ~ ~ / ~ O ~ o f fl -i ~ " co ~ r rn 0 r / ~ I~ Q7 ~ n ~ z D ~~ % D III z ~ ~ ~ I-TI ~ ~ ~ N rn ~ ~ ~~: ~ r ' ;'' `' O ~_' ~ z N C~ D O rn ~ ® v (1 J rn O v n o TJ ~' O r M ~ o ~ ~ rn _~ ~ z r.. ~ ~ c~ ~, ' ~ ~ . j ~';~ ~ ~ j D a~ ~ a t ~ ~ ~ _ ~- N "~~'*i ~1T ~ Ur. ~ ;1 6`:1 ~= . .i Project : CAMERON ~ ASSOCIATES Project No.: Ios7o.Dl • SEDIMENT CLEAN-UP PLAN Prod. Mgr.: Drawn: • Soil & Environmental Consultants, PA Location: Client: S~a~eR O S~A~E VANCF CO., NC CAMERON 8 ASSOCIATES N Sheet Title: TYPICAL STRUCTURE d Sheet No.: g OF 8 COIR MATTING DETAILS Site Photos Category I Photo 2Sediment Impact Area B Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # 10570.D1 Photo I Sediment Impact Area A Site Photos _ .. r~~~,.,,~+ ,: n "^- -~ .,. ._ y l 0~', w,~ . ~ y rf ` R , . yam ~ ~ z` ~ ~- ~.. . ,.~ ~ ~ .: °RY ~ ` ~ k~ /"'gyp } y~ ~ ,. L .. .'~~~ a, ~ P ~ N' ~~ .~+ 1 t .+~M iq Z.' Y ~ ! ~ ~ ..11 5. ~ ~ 5 y ,i ~ ~ "~~ t':. ~ f , ~ ~• ~ ~ 'lRa.,,~. 1 r ~ ~ ~..e~ ~ ~" ~'~I '~i y tM~ .. $ f ~ ~~ \ ~ ~L • ~~. Photo 3- Sediment Impact Area C Category 1 Photo 4-Sediment Impact Area D Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # 10570.D1 Site Photos Category Photo 6-Sediment Impact Area F Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # 10570.D1 Photo 5 Sediment Impact Area E Site Photos .. -` ~ ~- .,- '~- ~ '' .,. ,: e~ .. ~' 2 ~~ ~ F~~~ fhfy„/, fy~~1~d ~ ,. ~ ~ +.. "~ ) '1 *.'., J' ~t .+~ , ~ $ • ~ ~ ~ ~.~~ ~~ to . ~. 'y„ r ~ r & .y -• Photo 7 Sediment Impact Area F Category 1 .. _ ~~ Y ~,+y,~~e b i .i..~.. ~: 4 .•. Lb~" ~ p ,~~ rY. 71 .~ .,3'. ace { ~y~ e . ~ - .,., ~ ..^l~7. a ~! 4, >.. .e^+ .» ~ V! ` Maq'" R' Po ~ b ~ ~" M1 ~ ~~' ~ ~. ay ~ 4 J ~. Y i~'s ~ f ' •~ ~ mow... wtly~ • yr~ ~ !~ 4l yy rr 9q ~l~°' f ., r;~. ~ r~. ~ y3j '~ Photo 8-Sediment Impact Area F Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # ]0570.D1 Site Photos Category 1 Category 2 Cameron & Associates NOV Soi] & Environmental Consultants, PA April 2007 S&EC Job # 10570.D1 Photo 9- Sediment Impact Area F & Debris Jam Photo 10-Sediment Impacted Stream-South of Property Line Site Photos „.,~u ~ F r R^ ;tl~' {~,w ° e V ~t~ Sar .. Photo 11 Sediment Impact Area G-South of Property Line Category 1 .~ . ~., ,;.., ,..- .. ~ ~, .k Photo 12Sediment Impact Area H-South of Property Line Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA Apri12007 S&EC Job # 10570.D1 Site Photos ~ 4~ ~n.{. f~ % 6°`~ i° vi ~~ t ~" S ~_ ` a'~ Y ~ ~ a '• ~'' h ^. / ~ /I' m ~ t j, ar. ~" ~ ~ '"rid, ~ v. rt+. pt a '~.~., r~ - ~ k ~ Y ,., ~ ~ y, ~`-~ ~y,. ~ " __ w; •'~ ~' A " ,~,- ~ ~~ ~ A ~ ~ _ m, . ~ h ~. A Y"".~ . - Y ' t ., eaa...u 5 ~- t y4 ~m~. Photo 14-Sediment Impact Area J-South of Property Line Category 1 & 2 Cameron & Associates NOV Soil & Environmental Consultants, PA Apri12007 S&EC Job # 10570.D1 Photo 13Sediment Impact Area I-South of Property Line Category 1 Site Photos r~ ~ Y . ~ ~ ~. x ".4 '. _ ` ~. + bT , ;~./ . ~~ ~ h~ ~* ~ V+ ~„ ~ ~ ~ ~~~ .:.,, m ~ - 5,,. ~ ~ k,....~y ~, .."i °- ~ 9~ t'~+:- w ,,~.,x an: ~ .:4 .frt. . ~ . W x .-> ~ X6.0 , rt 'i ~ i4~ .. ~ :~. 2, yiy: _ _ ~ ~ ii. ~ y ~. :. 4i ~ _ sr .... { ` i s ` .. S` ,,,,, ~ ^ ~ v r .ur- ~,y r .., , c ~ ~ 9 ?J • ~ ~ -s .y w l ~ ~ ~~ ~ Y ~ y ~" ~'7 .. ~ ~ ~~ ~ ~ µ t ~'K ~ ~ ^. ,Y( ~ . ~Y r ` e 1 . ~' 1 l f y~ i'~r~ " • ~ M ~ ~ ~ P ~, r i s ~ wy ~ % .r Photo 16-Sediment Impact Area L-South of Property Line Category 1 Cameron & Associates NOV Soil & Environmental Consultants, PA Apri12007 S&EC Job # 10570.D1 Photo 15 Sediment Impact Area K-South of Property Line Category 1 Site Photos ""'Ww.. '~ dr t e $Y~ ~ ~ ~ ~ k ~ e ~ k*x'. ~~„ ?~ ~ ~ s X .. ~~ ~. `~ ~. ~ ~_ 3 ~ „ ".V ' k '~~ 3 t°~~' '~s. ~ i 1~'~~ t`~ o f a ~ ~ ~~: s,+ q~, ;- ` ;~ w~ ~ ~ ~~ ~ , ~. ~ pL c ~~~VV ii ~~ Le' ~+. y~ ~ fM y ~ i~ ~~.~, p. ~i y y~Y'~,~ Zr ~ ~4 ~s'°~r ~ ;,t~x. ~ s .~; e ~ ~ f$ ~,.y i }~, '~t} 3 t y a °4~, D~„~rd L ~r .. "~` ~ a ~ r , t }~ 'y~ .rr Acv % ~~ ~ ~6 ; '~ ao r ~ y - ~~g. } ~ $1 - P~ 'teal ~ \°~" ~~ , ~, .~ `~'+~+''* ~ a i ~ ~' -k Photo 18Herbaceous Wetland at Powerline Easement Cameron & Associates NOV Soil & Environmental Consultants, PA Apri12007 S&EC Job # 10570.D1 Photo 17-Herbaceous Wetland at Powerline Easement Site Photos Photo 20Sediment Impact Area N-South of Property Line Category I Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # 10570.D 1 Photo 19 Sediment Impact Area M-South of Property Line Category 1 Site Photos Photo 22-Cross-section 2 at Lower End of Blown Out Area Cameron & Associates NOV Soil & Environmental Consultants, PA Apri12007 S&EC Job # 10570.D1 Photo 21-Cross-section 1 at Upper End of Blown Out Area Site Photos Photo 23 Cross-section 3 at Removed Temporary Crossing Cameron & Associates NOV Soil & Environmental Consultants, PA April 2007 S&EC Job # 10570.D1 -- ~ T r-_~ N NOTE / / (~TIL/! Y PROVIDtRS: (CHECK = All distances ore horizontal / ground distances . / / '~ PROGRESS ENERGY ~ TiME WARNER CABLE o ~ ~5$ Bvv / P. O. BOX 177? 215 YOUNG STREET I us N , / RAL800H452C.2 7602 252D492o8762 ~ 275 93 _ / SIT / i - e3 / / / 4 E I P UTILITY LINE SPRINT ^ WAKE ELECTRIC MEM us ~ / P O. 80X 96064 P. O. BOX 1229 ~" ,Se ; / \ TIE \ CHARLOTTE, N. C., 28296 WAKE FOREST, N. C., 2, VICINITY MAP / / \ S 20°35' 06"E ~ ~~ ~ /-800-672-6242 l-800-474-6300 Nor ro Scal• ~ \ ~~ 92.01' ~ i~ t-800-535-0'89 / ~ \ \ ~ UTILITY LINE ~~'' E I P ~ / \ $ 1 ' ~ ~ ~(~ •~ ~ 3`L~ ~ l ND I V l DUAL Wl_ L L , SEP T l C TANK B / \ 'i~ V \ N 69 PRIVATE SOL l D WASTE REMOVAL . / ~~ \ NR~- / \ ~ - ~ V ' 00 ~/~ \ \ 99 / N State of Nor th Caro I ina 2 ~ ~ 296' \ O° County of Vance \ ~6, ~ \ v~ /, Review Of f i c UTILITY LINE 66°~6 \ \ ~ ~ of Vance County, certify pl \ \ 6~, that the map or plat to which this EIP \ \ ~ ~ certification is affixed meets all statutory requirements for recording \ \ \ N / \ / \ 1 \ ~.a / \ \ ~y, Review Officer / \ / / / \ / ~ \ NET / \ \ D. B. \ EIP \ TAX \ \ F. JOSEPH GOSSMAN \ 90' C4 D. B. 723, Pq. 419 ' _ \ qrG '40~ iti yA\ ~ P.B."V", Pq. 195 ~ \ ylO,c q'OO \ \ FRO TAX MAP 412-4-3 ~ oo \ \ K'4} q~R 8 ~ / \ RE 4 4 / 2 \P/ ,oF•R GiyT \ S n O \ D, 6 Cp \ ~ \ 4~ / \ ALL OF THE FOLLOW / NG PROPERTY MARKERS /O \ pv. J 63 ARE CONTROL CORNERS UNLESS OTHERWISE / ti \ NOTED : NRB, N / S, NPK, E / P, ERB, E ! S, EPK. ~ \ 4~3 / o \ / q a \ 2 / 64. 08' NRB TH l S SURVEY HAS BEEN PREPARED W/ THOU T TRACT l A S 2 4 13' 59" W THE BENEF / T OF A T / TL E REPORT AND N° ~ o DOES NOT THEREFORE NECESSARILY y N 83, 78' INDICATE ALL ENCUMBRANCES ON THE ~'m ~ 11.418 ACRES d PROPERTY, o cP, I D. B. 532, Pq. 509 NRB ~ ~ S 19° 40' 30" E v _ / 30.08' NRB NOTE: Area computed by Coordinate Method ° ~ S 67 06' S8" W a' j 1 3 6. 2 4' _~ 110.` m 2°~, -. _.. ~ NRB CQ~~~ This plot Is subJect to all easements, agreements and rights of way of record prior to Jhe date of this plat. LEGEND EIP Existing lion Pin Found N/P New Iron Pipe Set f/S Existing Iron Spike Found N/S New Iron Spike Set EPK Existing PK Nail Found NPK New PK Nail Set ERB Existing Rebor Found NRB New Rebor Set ERS Existing Railroad Spike Found NRS New Railroad Spike Set ECM Existng Concrete Monument Found ENL Existing Nail Found NL 60 Penny Nai! Set CP Comlouted Point ABL Mlnlmum Building Limits R/W Right-of-Way UP Utility Po/e NiF Now or Formerly MAG Magnetic Nail Found 30 00 200 300 1, Robert C. Cawthorne, certify that this plat was drawn under my supervision from an actual field survey made under my supervision from deeds referenced on the face of the plot; that any boundaries not surveyed are clearly indicated on the face of the plat; that the ratio of pre- cision os calculated is ! ID, 000 ; that this plot was prepared in accordance with G. S. 47-30 as amended. Wi mess my or i g i - nal signature, registration number and s eo ! this 22 day o f FEBRUARY ~ 2006 ~~ R bet f C. Cawthorne, P.L. S. L-3961 S 38° 16' 19" W ~~ 164. 78' S 54° 18' 55" W 82. 19' CAROLINA POWER 8 LIGHT Cc _ 70' RIGHT OF WAY AS PER D -' - NRB D.B. 433, Pq. 87 ` -- ~ 126. 18' _ ~V// F. JOSEPH GOSSMAN o NRB c~ ~ ~ ~ -~ D. B. 723, Pq. 419 S 24 33' 23" W ~ -~ 100. 98' ~ - ,,~ P. B. " V" , Pq. 195 50' M3L ___/ TAX MAP 412-4-3 LINE ALONG FENCE LINE 8 HEDGEROW - - - - - - - -NRB 1- N--iR~7n--~-_- ECM ~ NRB TIE FROM ECM TO NRB S 88°51' 10"W N 22° 25' 38" W 3. 44' 93.23' INTERSTATE 85 VARIABLE RiW _ _ _ ~- S ~ _O~ NRB RiW DISK NANCY W. CREWS TIE D. B. 709, Pq. 369 TAX MAP 4 12-2-7 N 75° 39' 47" E 48. 05' S 88° 5 I' 10" W 345.09' I certify that this survey creates o sub- division of land within the area of o county or municipality that has an ordi- nance~that regulates parce/s of land. ~~f~~ ~~~ Robert C. Cawthorne, P.L. S. L-3961 - - _ ~ cA w i ~: ~ ~ ~ ~,4. ~...~ f~`.:.~.n'~. ' o ~''/-~`• t ,, r y ~,,.. :`~. ~ ~'~ ~ ~~~ Re //vim// i s _ `-~ ~ H e n ~~one ~ OVIDERS: (CHECK 3 OF 4) CERTIFICATE OF OWNERSHIP AND DEDICATION 'ME WARNER CABLE of HENDERSON I (WE) HEREBY CERT /FY THAT / AM (Wf ARE) THE OWNERS ) 15 YOUNG STREET OF THE PROPERTY SHOWN AND DESCRIBED HEREON, WH/CH WAS ENDERSON, N. C., 27536 CONVEYED TO hE (US) BY DEED RECORDED /N THE VANCE COUNTY 52-492-8762 REGISTER OF DEEDS ON BOOK PAGE AND THAT l (WF J I I HEREBY ADOPT TH / S PLAN OF SUBD /VISION W l TH MY (OUR ) WAKE ELECTRIC MEMBERSHIP CORP. FREE CONSENT, ESTABLISHED M/ N /MUM BUILDING SETBACK LINES, I I ' 0 BOX 1229 AND DED / CATS ALL ROADS, ALLEYS, WALKS, PARKS AND OTHER . . SITES AND EASEMENTS TO PUBL /C OR PR I VATf USE AS NOTED. I AKE FOREST, N. C. , 27588 I -800-474-6300 FURTHER, THAT THE LAND SHOWN HEREON / S WITH / N THE ,;, I L!1 SUBDIVISION REGULATION JURISDICTION OF VANCE COUNTY, °D NORTH CAROL INA. Q ~ N I SEP T l C TANK 8 ? TE REMOVAL . _ ~ I Fr I OWNER DATE F~ I I ~ I o l i n a OWNER DATE ~ I c~ Review Officer County, certify v ~ , I I to wnicn Isis Z I ffixed meals oll CERTIFICATION OF FINAL APPROVAL 0 ~ ~ nls for recording. AND OR RECORDING I _ _ I l HEREBY CERTIFY THAT THE SUBDIVISION I Review officer PLAT SHOWN HEREON HAS BEEN FOUND TO ~ I I COMPt Y W! TH THE SUBD l V l S I ON r~ I REGULATIONS OF VANCE COUNTY, HAS BEEN NET I HENDERSON Lac D. B. 890, Pq. 745 gppROVED BY THE VANCE COUNTY PLANNING C~ ~. TAX MAP 409-2- I BOARD AND THAT THIS MAP HAS BEEN I x APPROVED FOR RECORDING I N THE OFFICE I ~~ ~ r,,~g L OF THE REG / S TER OF DEEDS. ~ I FONT 50' I ~ , \ REAR 20 I I c0 \ \ S DE 20 SUBD / V lS ION ADM/N I STRATOR I I~ \ 42 N 85° 27' 27" E I ~ A DEEDS OVERLAP 29.95 I ~. 63 \ DATE TRACT 2B 60' PR IVATE RiW ~ I \ \ 4~3 \ 309 ACRE AS PER 0 D. B. 890, Pg. 745 ~ /~ I , \ ~O' / \ . D. B. 842, Pq. 836 \ ~ -*- ~ \ NRB D.B. 890, Pq. 745 ~ ~pK ! 39° 55' 26" W ' ~'\ \ \ ~ ~ NPK I i 64. 08 NRB ~ ~ S 600 \ N 6 I ° 4 I' 46" E ~ C,1 ~ S 04° 35' 07" E \ ° ' " ~ ~ 2 `33~ \ 137. 57' / !~ IP C~ 60.01' 24 13 59 W \ 78' 83 ., 9~ 02„ \ / F 2 `~ E I P C~ . ~ i \g6~ \ / NRB \ /2 \ I 0 ~ 4 \ NRB `5/ ~ ~ \ `n I ° 40' 30" E ' \ ~~ ~ \ E i P p 30. OS NRB \ ~ E I P I ~ ' ~ a° ~ ~~-,~ ~ 35. 43' NRB \ N 6 ~ ° 4 1 ' ~ 48" E ~ W i 2~,~ \ \ . 47' 118. 64' ~ O _ TRACT 2A ~ R~~`` \E I P \ ~ 1 837 ACRES r m ! ~ . \ 2~;~ \ \ D. B. 842, Pq. 836 m \ ~~ .~, \ ! TRACTIB ~, _L_- NRB + v 7 743 -- ACRES ~~ __ -_. v---- - °` ~ . D. B. 532, Pg. 509 V V~9 ~ co' 3 V _ OS , co m ~ `~ ~ ~ ~ E I P \ 69.y1' p°~ ~ ~ A POWER 8 LIGHT CO. \ , ~ O' T OF WAY AS PER D. B. 430, Pq. 69 1 ~ ~ '~ ti ~ I 3, Pq. 87 _ ~~ ~i c~ ~ \ f 24.28' d _ ~ ~~ i ~ 50' EIP r GH~ CO. ~ _ _ - '_ I i CAROL INA POWE'R,~ OF WAY Pq• 58 48' 1G6 _ W 653 82, ~ ~ VARIABEp.B , 27„ As PER i ~~° 35 _ ~ S ~~ - ~~ _ L -~ ~ -' N 2s~ 07' 04" W 349.6 I' INTERSTATE 85 DGEROW RiW W VARIABLE RiW ~ DISK X5049 3~, _ ___---" , i-S NRB iW ISK TIE CURVE RADIUS TANGENT LENGTH DELTA CHORD CH. BEARING ~~i NCGS "CREWS" N 75° 39' 47" E ' C- I 700. 00' 147. 16' 290. 09' 23° 44' N 285382.975 M 39" 288. 02' N 73° 35' 08" E E 655343 487 M ., 48. 05 INTERSTATE 85 6 1 2 6 . NAD 83 7 2 0 W 9' VARIABLE C-3 30. 00' 30.01' 47. 3' 90° 00' RiW 4 " 42. 43' S 49° 35' S9" E REVISED 7-31-2006 REVISED 3-28-2006 CA W THORNS & A SSO ClA TES REAL ESTATE DEVELOPERS INC. OWNER - REAL ESTATE DEVELOPERS, INC. (TRACT I) egistered Land Surveyors P.,4. OWNER - JOHN K. NELMS 8 OTHERS (TRACT 2 8 3 ) DABNEY TOWNSHIP , P. 0, Box /558 822 Dabney Drive VANCE COUNTY, NORTH CAROLINA SCALE I" = 100' FEBRUARY 22 2006 Hen der s on, Nor th Carolina 27536 , FILE 3~ 91-06-019-A-L Phone ,4' 252-492- 004 / Fax ,~ 252-492-2846 RCC TAx MAP q 409- I - I