Loading...
HomeMy WebLinkAbout20031003 Ver 1_COMPLETE FILE_20030812??F VdATF?p Michael F. Easley, Governor William G. Ross Jr., Secretary 0 7 North Carolina Department of Environment and Natural Resources j r Alan W. Klimek, P.E., Director Division of Water Quality O 't Coleen H. Sullins, Deputy Director Division of Water Quality September 2, 2003 Franklin County DWQ Project #: 03-1003 APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Tar-Pamlico River KCI Associates of North Carolina Attn: Joe Pfeiffer, Jr. Landmark Center 11 Suite 220 4601 Six Forks Road Raleigh, NC 27609-5210 Dear Mr. Pfeiffer: You have our approval in accordance with the attached conditions and those listed below, to place fill material in 0.24 acres of ditches and grassed waterways for the purpose of restoring wetlands at the Daniels Farm Wetland Restoration Site at Egypt Church Road near Louisburg, as you described in your application dated August 12, 2003. After reviewing your application we have decided, this fill is covered by General Water Quality Certification Number 3399. This certification allows you to use Nationwide Permit Number 27 when the Corps of Engineers issues it. This approval is also valid for the Tar-Pamlico River buffer rules (15A NCAC 2B .0259). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions of Certification: 1. The mitigation plan shall be modified as follows: a. Erosion control matting shall be used on the lowermost section of the berms. b. An as-built, as-graded plan shall be sent to DWQ within thirty (30) days of completion of the grading. ,t N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands c. A site walk-through shall be added to the annual-monitoring plan. d. A revised well location map shall be provided with the final monitoring plan. e. A copy of the final Feasibility Study and monitoring plan (currently dated August 2003) that reflects the above conditions shall be provided to DWQ once it is completed. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our Raleigh Regional Office at 919-571-4700. Sincerely, ,f . Klimek, P.E., Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File Copy Central Files Steve Stokes, KCI ®Q? KC1 ASSOCIATES OF NC July 8, 2004 ENGINEERS • SURVEYORS • SCIENTISTS • (CONSTRUCTION MANAGERS LANDMARK CENTER I, SUITE 200 • 4601 Six FORKs ROAD • RALEIGH, NC 27609 • 919-783-9214 • (FAx) 919-783-9266 i North Carolina Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center Raleigh NC 27699 Attn: Mr. John Dorney WET'. n K!,1S ? "•01 GROUP JUL 1 3 2004 WATER QUALITY SECTION Subject: Daniels Farm Wetland Restoration Project DWQ Project #: 03-1003 KCI Project #: 1203012 Dear Mr. Dorney; Please find enclosed the information requested as a condition ofi Water Quality Certification issued by your office September 2, 2003 as follows; Final Restoration Plan Mitigation Plan (including As-Built drawings, well location map, and monitoring plan) In addition we are providing an executed Certificate of Completion for your records. If you require any additional information, please do not hesitate to contact me. Sincerely, 1 S ffer, Jr. PWS Environmental Manager Vice President KCI ASSOCIATES OF NORTH CAROLINA, P.A. a ' www.kci.com Emplovee-Owned Since 1988 Certificate of Completion T)WQ Project No.: 02--100Z County: 6ANK1.y,-,) plicant: KGs ?SSv?s'AT?S D? Na21 ?.{ G???C`.r?A Project Name: .?dAl/?EL fA'RAn we-TIA--j (cgs offiATo.J Date of Issuance of 401 Water Quality Certification: 2,pp 3 Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit; North Carolina Division of Water Quality, 1621 Mail Service. Center, Raleigh, NC, 27699-1621. Thisfonmmay,6e: returned to D WQ by the applicant; the applicant's authorized agent; or the project engineer It is not necessary to send certificates from alt of these Applicant's Certification I, :J-sdll T Prexf of k , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Waxer Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. "-nature: Date: D - Agent's ti do I, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional I, STF-air,,J F' STn,?B , as a duly registered Professional Lice sta iL.Seu i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. -- T? Registration No.: 0/ 8T Date: iture: gf &krx Q? W ArF9 Michael P. Easley, Governor QG William G. Ross Jr., Secretary h 4 Nort Carolina Department of Environment and Natural Resources y C C Alan W. Klimek, P.E., Director O ,r Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality September 2, 2003 Franklin County DWQ Project #: 03-1003 APPROVAL OF 401 Quality Certification, ADDITIONAL CONDITIONS and Tar-Pamlico River KCI Associates of North Carolina Attn: Joe Pfeiffer, Jr. Landmark Center 11 Suite 220 4601 Six Forks Road Raleigh, NC 27609-5210 Dear Mr. Pfeiffer: You have our approval in accordance with the attached conditions and those listed below, to place fill material in 0.24 acres of ditches and grassed waterways for the purpose of restoring wetlands at the Daniels Farm Wetland Restoration Site at Egypt Church Road near Louisburg, as you described in your application dated August 12, 2003. After reviewing your application we have decided, this fill is covered by General Water Quality Certification Number 3399. This certification allows you to use Nationwide Permit Number 27 when the Corps of Engineers issues it. This approval is also valid for the Tar-Pamlico River buffer rules (15A NCAC 213 .0259). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions of Certification: 1. The mitigation plan shall be modified as follows: a. Erosion control matting shall be used on the lowermost section of the berms. b. An as-built, as-graded plan shall be sent to DWQ within thirty (30) days of completion of the grading. N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.ustncwetlands c. A site walk-through shall be added to the annual monitoring plan. d. A revised well location map shall be provided with the final monitoring plan. e. A copy of the final Feasibility Study and monitoring plan (currently dated August 2003) that reflects the above conditions shall be provided to DWQ once it is completed. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786 or Steve Mitchell at our Raleigh Regional Office at 919-571-4700. Sincerely, .r Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File Copy Central Files . Klimek, P.E., Steve Stokes, KCI ff j:. QI'f WL T t -A5 *-- I d,? 0A- a cd a^tt A?Prl te __.majK- °?- _--- I A (&?s cryl 277* VI_ V f A AA =040 ?c mgt _ I'V_ ?4 ?1 VIC O?OF W A TF'QOG 4 l \rII -< August 18, 2003 Steven Stokes KCI 4601 Six Forks Road Raleigh, N.C. 27609 Subject: Tar Pamlico River Basin Riparian Buffer Rules Daniels Farm Wetland Restoration NBRRO 03.190 Franklin County Dear Mr. Stokes: ??- The information that was received by the Raleigh Regional Office on for project 03.190 has been reviewed. The plat map and other information was provided to allow a determination to be made as to whether or not the site would require compliance with the Tar Pamlico Buffer Rule. The features represented on the Franklin County Soils and the Louisburg USGS Quad maps were evaluated to determine their subjectivity to the Tar Pamlico Buffer Rule. It was determined that there are no features depicted on either of the maps wihtin the project boundary. Therefore, according the Rule, this property is not subject to the Tar Pamlico River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:02B.0259 (NCAC 0259). This letter addresses only the applicability of the Neuse Buffer Rules. For information relative to the Wetlands 401/404 issues, please contact Mr. John Dorney at 919-733-1786. Thank you for your attention to this matter and if this Office can be of any assistance or if you have additional questions, please do not hesitate to contact us. Sincerely, Steve Mitchell Environmental Scientist cc: RRO/John Dorney H:\nbrlet.for\nbr03\danielwl.190 Wow. tUI.DEhK Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality Raleigh Regional Office 1628 Mail Service Center phone (919) 571-4700 Customer Service Water Quality Section Raleigh, NC 27699-1628 facsimile (919) 571-4718 1-800-623-7748 "._I' - ?? -? ,3?6 ) ? cr /J . i ?? ;`C:??.. Ji=??_{,'??y`?a 'S!?}l??(' ri.?n•-- _- ? - - ? 4i?•V-,.. _--.---?•- :p.r?t r ? r1 _a 1. ?:r.-i e-"°, =:r:;:E? - ?-*;.{ ,?! ? /-. ,a!_ )? ??oadla _ ?' •'/ M? Jai ?'='r "• 'u4??ia??. J•, P ?? '? ? ? : / ?-tea ?1 a' a ? .•!?%ig?'! YlI ` .,I.O ..?,_3 '• -' ••.? zA ` _%/ n:?;'\?:1 iAt'!z' 1 ` `v H 'x+Y; +jl ti, i .- r? _` ???' Jf?:( ?• /I r`? ' St . { 1 'x 7 r _ "i I_z ; '' ??,;r' ~S - \z=r-:? ''^' ,?a_??. . • i ?i! ?b? l? `l Sind Fit"f ` t _---?' : • -_ L : \?'?',- ', ?% i fit' j I ?''• ' x'11.''/ \ a`.. .n\' -{.^ I I? !?/? 1 1 ,1,,? ?_?.-? v ire , ',l.Y`•' It('? ! •- /^' '?\t f.,.?^`?^ c / ' ?.l L ` ' 771 `11fil??,.• r^ r \ ' 1/--? ' a { l ? l' ? ( r / , / ' ? 1 ' a, ??{• ; ?Il r. •_ - ? J ((r : ?`,al I (' ?y? L.: _' - . ? - c? rte. ' -? ' -?_ 1 -l._• - ? ,ii ?J?f 1C -`?w., l r'•: 'u (,?r l l '.?;\ r, ~'?• \?I • .,`. . "J r• 1 1;: ? : ?i/`?( vV ;S l.11'?. `1,??•,\• ? c y Pt f !41 - z Win.,-' , ;` „? .` 1 , a ,• w ,?- ?i ? _ ( - .' r,-J'•''- „ ? ?% i ?t Franklin County.,North Carolina '? ` i ?? .._°:# ?! . ?""1' /'?='+• ?? .?.V :'1:'C "sl,-°l 1 -- ,' . ?..',`1„" _'? KCI :1S5-3C!:7G; \CF'Gli Cy.Clr,A. Cl e 1. Vicinitv Ma Site Bound,,y A Soo 0 Soo Feel T ?r...,,.M. , . U. _ °AR7%1EX7 C°? 7.;RE 'rIL SURVE CCrl CON VA- V c _ - - • 'Ahl. COPY \o OF W ATFq ? r D ? Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan Klimek, P.E., Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality August 19, 2003 DWQ # 03-1003 Franklin County CERTIFIED MAIL - RETURN RECEIPT REQUESTED KCI Associates of North Carolina Attn: Joe Pfeiffer, Jr. Landmark Center, H, Suite 220 4601 Six Forks Road Raleigh, NC 27609-5210 Subject Property: Daniels Farm Wetland Restoration Site 691 Egypt Church Road, Louisburg, NC, 27549 near Wolfpen Branch Dear Mr. Pfeiffer: On August 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of wetland restoration in Franklin County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. 1. Please provide a copy of the wetland mitigation plan referenced in the application. Please telephone Cyndi Karoly at 919-733-9721 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this', information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn, Sincerely, JRD/bs cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy o R. Dorney 40 Water Quality erti cation Program N6 rN-R N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.ne.us/ncwetlands) Customer Service #: 1-877-623-6748 KCI ENGINEERS ? SURVEYORS ? SCIENTISTS CONSTRUCTION MANAGERS LANDMARK CENTER I, SUITE 200 ? 4601 Six FORKS ROAD ? RALEIGH, NC 27609 ? 919-783-9214 ? (FAx) 919-783-9266 Date: 8/12/03 Company: Division of Water Quality Job Number 1203012 401 /Wetlands Unit 1650 Mail Service Center Project: Daniels Farm Wetland Raleigh, NC 27699-1650 'Restoration Site Contact: Mr. John Dorney Subject: 401 Permit Application ? In accordance with your request ? For your review ® For processing ? Plans reviewed and accepted ? Plans reviewed and accepted as noted ? For revision by you ? For your use/files ? Please call when ready ? Please return to this office ? Approval requested ? Conference requested at your convenience Comments: Please call 783-9214 x 134 if you have any questions or need additional information. Once the weather breaks we would sure like to get started with this project. Per Steve Mitchell, the RRO is aware of the project. Thanks. Steven NET1 NU-91401 GROUP AUG ? 2 2003 cc: Files AI TERQUALITYREGTIdN KCI ASSOCIATES OF NORTH CAROLINA, P.A. F Steven F. Stokes, LSS Environmental Scientist/Soil Scientist www.kci.com Employee-Owned Since 1988 i i Mitigation Plan Daniels Farm Wetland Restoration Site Franklin County, North Carolina Tar-Pam River Basin Sub-Basin 04-00-70 NVIRONMENTAL TECHNOLOGIES ND CONSTRUCTION, INC. July 2004 Submitted to: I North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program Submitted by: KCI Associates of North Carolina, P.A. KCI Environmental Technologies & Construction, Inc. Landmark Center II, Suite 220 4601 Six Forks Road Raleigh, North Carolina 27609 • wETIANDS 14 1 GROUP 3UL 3 20©4 TERQUA?iT`{ gECTtON 'WA 0 Mitigation Plan Daniels Farm Wetland Restoration Site Franklin County, North Carolina Tar-Pam River Basin Sub-Basin 04-00-70 • VIRONMENTAL TECHNOLOGIES D CONSTRUCTION, INC. Submitted to: North Carolina Department of, Environment and Natural Resources Ecosystem Enhancement Program Submitted by: KCI Associates of?North Carolina, P.A. KCI Environmental Technologies & Construction, Inc. Landmark Center II, Suite 220 4601 Six Forks Road Raleigh, North Carolina 27609 July 2004 I Mitigation Plan Daniels Farm Welland Restoration Project 0 TABLE OF CONTENTS 1.0 Introduction .......................................................................................................................1 2.0 Project Summary .............................................................................................................. I 3.0 Success Criteria .................................................................................................................4 4.0 Monitoring Schedule .........................................................................................................4 5.0 Mitigation .......................................................................................................................... 4 6.0 Contingency and Maintenance Plans .............................................................................. 6 Figures Figure 1. Location Map ..................................................................................................................2 Figure 2. Restoration Type and Extent .........................................................................................5 Tables • Table 1. Contingency Plans ..........................................................!............................................... 6 Table 2. Re-seeding Specifications ............................................................................................... 6 Appendices As-Built Survey First Year Monitoring Report ....................................... Submitted December 2004 Second Year Monitoring Report ................................... Submitted December 2005 Third Year Monitoring Report ..................................... Submitted December 2006 Fourth Year Monitoring Report ................................... Submitted December 2007 Fifth Year Monitoring Report ...................................... Submitted December 2008 Maintenance Log 0 Mitigation Plan Daniels Farm Wetland Restoration Project 1.0 INTRODUCTION The Daniels Farm Wetland Restoration Project restored 31.72 acres of non-riverine wetland in the Tar-Pamlico River Basin. The project was initiated in spring of 2003 and construction was completed in the spring of 2004. The goals of the project are to restore ecosystem processes, structure, and composition to mitigate for wetland functions and values that have been lost as a result of anthropogenic disturbances in this region of the Tar-Pamlico River Basin. Functions that will be restored as a result of the restoration include: ¦ Aquatic/Terrestrial Wildlife Habitat ¦ Water Quality ¦ Ground water Recharge ¦ Nutrient Cycling • Low Elevation Seep and non-riverine Wet Hardwood Communities 2.0 SUMMARY The Daniels Farm Wetland Restoration Site is located within the Tar-Pamlico River Watershed (USGS Hydrologic Unit 03020101 and North Carolina Division of Water Quality (NCDWQ) sub-basin 04-00-70 (Figure 1). The watershed is located in the Raleigh Belt of the Piedmont physiographic region. The local watershed drains approximately 101 acres consisting of 56 acres of agriculture, 39 acres of forest and 6 acres of urban land uses. The site is located approximately 1260 feet north of Egypt Church Road (SR 1604) along the western property line of the Clyde Daniels Farm, south-southeast of Louisburg in Franklin County, North Carolina. The 33.93 acres that comprise the site are situated on portions of NRCS Farm Tract T3792, Field 13 (25.4 acres) and Farm Tract T3791, Field 1 (20.6 acres). Current land use/land cover is agriculture, with mixed deciduous and evergreen forest around the perimeter to the west and east, and agricultural farm fields adjacent to the site to the north and south. Historical site conditions were reviewed to understand the chronology of land use at the site and to assist in the development of an appropriate restoration strategy. Aerial photographs of the site were obtained from the U.S. Department of Agriculture, Natural Resources Conservation Service District Office in Franklin County for the years 1938, 1955, 1973, 1982, and 2000. Based on the historical aerial photographs reviewed, it appears that the Daniels Farm Wetland Restoration Site was forested until 1982, when it was cleared and utilized for agriculture. There is no visible evidence of other mass disturbance such as filling or mining on the site in any of the reviewed photographs. A detailed soils investigation was conducted to determine the extent and distribution of the hydric soils on the site. KCI soil scientists identified the following primary soil series on the property: Altavista (Fine-loamy, mixed, semiactive, thermic Aquic Hapludults), Augusta (Fine-loamy, mixed, semiactive, thermic Aerie Endoaquults), Roanoke (Fine, mixed, semiactive, thermic Typic Endoaquults), and Toisnot (Coarse-loamy, siliceous, semiactive, thermic Typic Fragiaquults). The Roanoke and Toisnot soil series are listed as hydric soils in Franklin County because of saturation for a significant period during the growing season. Altavista and Augusta soils are not considered hydric but have inclusions of hydric soils within the soil mapping unit. The Roanoke and Toisnot hydric soils comprise approximately 89 percent of the site, while Altavista, Augusta and other non-hydric inclusions cover approximately 11 percent of the site. Site hydrology was evaluated during field investigations and by applying a water budget analysis to the site. The hydrologic source for the site is based on high groundwater, overland surface flow, and groundwater seeps and springs; no natural streams are found in the proposed restoration area. An apparent topographic divide near the southern end of the site directs water to the western and northern sides of the site to existing drainage ditches that flow east. Water directed to the other side of the topographic divide flows toward the eastern and northern sides of the site, where there are smaller drainage features (grassed waterways) that direct water downslope to the north and offsite toward constructed ponds to the east. 0 • r? ,tif µ1?' tv J.I I EY r?I fi I,., a ^I5b c2L . • t - ? `""1 9 _ .- 971. 6. .f J?+r 1 / ' t1 NP, ' r mil ? ? fi t /?,f ?• fl ; I f ' ?" 4F-? 11 t -. \ ? f i, -? ? r ? - _ ?= '-`."-- y :_- ? r. ;±. `-? :=x f,?l .,. ,;•-? ?•? Mfr Il?•? 1? •s ?...... , ,? . 1,, i; ;vim . ,. , ? _ - - r 1 ?,:l? ",? ??• /` t tilt t ti I ??. ,? r' r 1 _-_ ? s :;r ?' • -stao ---`,`/?'=•f ='? `?'' ?-?,-??`" `?:?; ?? ? /'j ° rte- r? ~??? ? ?. ,?. ;'r??•.?? ?,= - ? ?? ? hr, % is y: 'r J _ \5` 4. it -z 77 .; ?-.?`'?_? 5?1 t'1 _ J' ' fj' i 1 ?7,?? `+ /rte'.'"' _y, Lf ? - ?' `v 1 -,`4.•, t'? 1 tin , _ t st ,-?.?f s ? `` ? s41 l !1 ,?' 1 l` .-- ':5+•x"`- ti` -. E 7 • h '? I - jj? frS iii QI., r r?? jf +?r-'1R 7 + r3 ti 1 f ;:• V 1 t+5.?1 =? IN r ?`%?,11?._'"' - } _ r ?* -•., y E.. 1 4i?1 f ll I , ? Ji ! r - ' t 'S`f •?? \ ? J 1 !J`'I !f • 1 J J ! i `` 1 rJ /` +. fr 1` ? l? ? ?-. {( !l? i r >, may Y n r r t {i r - t1f?1 f ? ?!f f\ t . r I? ?+? •?t?l, ???? aJ 1', ,'s?j? f- '? ????'?I? r'?,-.'?'r??}i?.rs "`? ci _ + r l j il zmN ti ?I p 4 j ?} a ` J?'rl?L `ry F -`- ? .f it - ?•?r?r -? A', f? A Franklin County, North Carolina - r ?? ' - -``" t i ? _ f ? _ . ? ! L.? ?, r- 03020101 8-Di i[ HUC i ure 1. Location Ma Site Boundary N A - KCI 1000 0 1000 Feet Ifac`oststem ' ASSOCIATES 0 E11, t11?C 11 .?--.I..r \Oh' ?i MOIL-4 ]--'1 Source 7.5'USGS Topographic QuadraIIgle - Louviburg ,efj- I ?j Offl a Use Only: Form Vejsion May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project:' X Section 404 Permit Riparian or Watershed Buffer Rules Section 10 Permit F-1 Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 27 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: KCI Associates of North Carolina Mailing Address: Landmark Center II, Suite 220 4601 Six Forks Road Raleigh, NC 27609-5210 Attn. Joe Pfeiffer, Jr. or Steven F. Stokes Telephone Number: 919/783-9214 Fax Number: 919/783-9266 E-mail Address: jpfeiffer(a),kci.com 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: + i: f r I) ?'?,2t sI -1 It'rVy Mailing Address: AUG ? 2nn? Telephone Number: Fax Number: E-mail Address: Page 5 of 13 'r C ? ail L" 0 ?` III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Daniels Farm Wetland Restoration Site 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 108-00-020 4. Location County: Franklin Nearest Town: Louisburg, NC Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.): US 401 N to Louisburg, NC 39 S 2.5 miles to Egypt Church Road and turn east, go 8/10ths of mile to gate on north side of road, take farm path (to right) and go 3/10ths of mile north to site. 5. Site coordinates, if available (UTM or Lat/Long): Lat 36 03 46.29/Long 78 16 50.13 (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): 33.93 ac. 7. Nearest body of water (stream/river/sound/ocean/lake): Tar River 8. River Basin: Tar-Pamlico (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/niaps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Site comprises 33.93 ac. of which 4.5 ac. is partially wooded and the rest is pasture which was planted in Sudex grass and Brown Top Millet. The site has been ditched and drained for agriculture since at least 1982. Page 6 of 13 10. Describe the overall project in detail, including the type of equipment to be used: A D5 bull -dozer and/or front end loader on tracks will be used to fill and/or plug existing ditches. 11. Explain the purpose of the proposed work: To develop a site consisting of wet- land restoration of 10 acres of Low Elevation Seep Forest and 21 ac. of Non Riverine Wet Hardwood Forest. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. No VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be Page 7 of 13 included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: Fill 3,011 LF of ditches, (includes fill for 9 ditch plugs). 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** I Fill ditches & 9 plugs 0.24ac Yes 40011 Bottom of ditch & grassed waterways of PC land * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http:/hvww.fema.gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: 0.24ac Total area of wetland impact proposed: 0.24ac 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on map) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at I-800-358-9616, or online at Page 8 of U www.usas.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: Open Water Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream E] wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Work on the site will restore wetlands and all components necessarv to maximize the benefits on the site. Page 9 of 13 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. 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 and/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, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.iic.us/ncwetlands/stili-i,Ezide.html. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Page 10 of 13 Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes F-1 No X If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes E] No F If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes F? No X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes No X If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 2 1.5 Page 11 of U Total Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. N/A XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. N/A XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes F-1 No X Is this an after-the-fact permit application? Yes F-I No ? Page 12 of 13 f ? I XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Our goal is to complete the wetland restoration in time I to allow for planting in the dormant season. f? 8//2/03 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 13 of 13 , , ? ? _? , ? •? -p >1 7-T 7N rr ?• i ?- 'EGG ? I .??` / ?? J ? -y, \ ° \`j? . ? ? r 4'"-1 •t''r?j.Pr?l/wY?baLT Y ? f ? \ ? ! it - ?.' (/1 .: ,'s.F t - w:- N f rVt ?. ?? ???__ .?/.: I ? L .?`t ? ? ,?,•l ? • ???4 114 ? J.±, , 1'?.r""'Y.'f ._•? P" f?` . J ?.. t.. /? J A 1' ,? 23 tir_„r<??t`••:?? \`? _F lyt -•?.... -f'y / J y f `?.` _?• ! J?/ J ?? o I f rid •` 1 ?i f _3R J ',.} 7) Al SRO l rJ li--} ' ;t r V \\`E f ittt L i f f' lu 0111 \1'' ??? ?/ 14\i r ,1. III, ?rl i•? 1 \? ??,? ?? `?. r\` U TT ' is., i , ? / ? >;{ ? r "' ? _ i d f)T?i.,{ ' \ /,7 f +•-tS'{II?F,. ? f t!l -'\ 1;R -1 ? :J J/'r J '''r\t ??_°t:+? \.} i ? Jy fj? ?lr''?i?'?/rl ¢I???'/I,?'j `1?•`. t??? ? -.k ?r? ?^?• '?,_• ? Iry(i? y.. Nz" t/> ( ;-` ,. ?. P}' - ? /.,! .•? 1 `?'? - ? ? ? 1? ??'1?J?'.r l r,? ? ? I !' [< _J?,?Tr:J,? ? l?? , 7?F ,' 1 ?' y..J •ti. ?. a „? s ice, ?j 34 ` ; , 1 \X4 , . ??; ` Yv?;`T> . c1 `? two y ?a I:r' ? ? `c-- ( a M! A'l IRK f ,. .???' jam. \ -~.?`? I l ? ? ??'?--? ?- `' iY l w Franklin County, NatL Carolinas \ ' jl.-J . `1?--•e ec_ it T_Js,'? Figure 1. Vicinity Ma N Site Boundary KCI 800 0 800 Feet ASSOCIATES OF -NORM r? Lw?R01Pb4, P Source: 7.5' USGSTopographic Quadrangle - Lousiburg U. S. DEPARTMENT AGRICULTURE SOIL SURVI SOIL CONSERVATION SERVICE APPROX. SCALE ]" = 2000' FRANKLIN COUNI COOPERATING WITH USDA-SCS-FORT WORTH,TE%AS ADVANCE COPY STATE AGRICULTURAL EXPERIMENT STATION suBVEV DVANNOT C BEEN Y N?• BE CM-nGED .1 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID. 200321138 County Franklin GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner KCI Associates of North Carolina Address Attn: Mr. Joe Pfeiffer Jr. Landmark Center II Suite 220 4601 Six Forks Road Raleigh North Carolina 27609-5210 Telephone Number (919) 783-9214 Size and Location of project (waterway, road name/number, town, etc.) 33.93 on the north side of SR 1604 (Egypt Church Road) approximately 0.8 mile east NC 39, southeast of Louisburg, North Carolina. The property is located near Wolfpen Branch. Description of Activity Mechanized landclearing and filling activities impacting 0.24 acre of jurisdictional wetlands located with the bottoms of existing ditches associated with the wetland restoration of the 33+ acre parcel. X Section 404 (Clean Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. Section 404 and Section 10. 27 Nationwide Permit. Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional General/Nationwide Permit verification does not relieve the permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. Regulatory Project Manager Signature Date 8 August 2003 Expiration Date 8 August 2005 SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. ¦ Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. ¦ Print your name and address on the reverse so that we can return the card to you. - __ ___ - ¦-Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: KCI Associates of NC Lankmark Center 11, Suite 220 4601 Six Forks Road Raleigh< CN 27609-5210 DWQ# 03-1003 - Franklin . _'4c- ? Agent B. Ived by bled Name) C. Date of Deliver d'ct r, 7 D. Is delivery address dill . ft item 1? ? Yes If YES, enter delivery ? No All(J ?n end j -4 2 :tq 3. Service Type O'&nfled Mail rF• ? Registered UT-Retum eceipt for Merchandis ? Insured Mail ? C.O.D.' 4. Restricted Delivery? (Extra Fee) ? Yes 2. Article Number 7002 2410 0003 0275 1956 (11ansferfrom service labeq :)S Form 3811, August 2001 Domestic Return Receipt 102595-02-M-15 DWQ# 03? IoO Plan Detail Incomplete Date ?/l1l `f/,1,)-3 ? Please provide a location map for the project. Who Reviewed: ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. ? Please show all wetland impacts including fill slopes on the site plan. ? Please indicate all buffer impacts on the site plan. ? Please indicate proposed lot layout as overlays on the site plan. ? Please indicate the location of the protected buffers as overlays on the site plan. ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. ? Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid. the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide copies of the application, Mitigation copies of the site plans and other supporting information. ? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ? Please indicate which 404 Permit the USACE would use to authorize this project. 1 e_ n-7 1' -07 12 ND CONTRACT N0. SHEET N0. GENERAL PLAN LEGE - ¦ - EXISTING PROPERTY LINE WDT WATER DIVERSION TERRACE AW03005 3 OF 5 FENCE ~ / I - EXISTING 5' CONTOUR LINES ~ DITCH PLUG PROJECT ENGINEER; WETLAND SCIENTIST; ~ wwr t~~* ~wr wlll~r wwlF w7ii~s," ~w ¦ .~r~ ¦ f IA i ~ f ~ EXISTING 1' CONTOUR LINES ~ EXISTING DITCH TO BE FILLED ~ ~ I ~ I I ~ I08-00-020 I 5~,}`;< is I I ~ N/f DANIELS 8 DANIELS fARIIS IHC yC EXISTING DRAINAGE DITCH PROPOSED CONTOUR LINES ' i _ ; ~ I 1 ~ ~ 1 I ~ DEED BDOK 799, PAGE 163 -X X - FENCE LINE ROCK STABILIZED DITCH PLUG `fir / ~ I ~ I / ~11~~ TREE LINE -H•f WATER DIVERSION BERM ~~z<M' I, j I 1 Q ~ ~ .,•r~ I ~ , , 4 , ~ . w ' TEMPORARY ROCK SILT- ROCK SILT WATER DIYER~I ARM -1 r' l `I,i ~ ~ '1 ~ 7s. CHECK TYPE-A E-A SEDIMENT AND EROSION LEGEND $HEI~T 2':B '#1~TAIi ~ I I ~ ( ~ ~ ~ ~ 1 p . ~ 1 I I ~ 1 1 ~ Y. \ N BERM r` \ ~ ~ ~ ~ ~ WATER DIYERSIO 1 I ~ r I 1 I / ~ t ~ ~ SEE SHEET 2 FOR DETAII ERSION BERM UNPAVED ACCESSIHAUL ROAD --}-H--•--H-~- TEMPORARY SILT FENCE (STD#:1633.01) 2 FOR DETAIL SURVEY CONTROL POINT ® TEMP. ROCK SILT CHECK TYPE-A (STD#:1605.01) 1. I I I+185.5 / f 1 i I i 1. r - ~ 'A~ 8TABILIZED DITCH PLUG I I ~ t - i ~ s ' ~ O 1 DTAL v I I I ~ 1 ~ ~I. ~ ` v 1 I ~ ~ _ a ';~~1' ~ ~pR ~ I 1 I 1 1 D UNDISTURBED AREA LOD LIMITS OF DISTURBANCE / ~ I I I y T 7" i I 1 r 1 11 I ,x , / r \ I SOIL SCIENTIST; ~ L`. ~ 1 I I I I I ~ ~ ~ ~ 1 1 ( / l ~ I 1~ ' 1 I I 1 1 ~ '1 ~ I ~ / ~ ~ l \ ~ , 1 I I #•w 1 t; ¦la~-~•~~~~-~ ~V 1 i I 1 I ~ / - \ 1 ( I 1 ~ / ' v I TEMPORARY 1 ~ ROAD I ~ I , StAGING I ~ r I i ~ / , ,(i 16 1~ i ~ ~ i 1 ~ , , I I i I 1 ~ ~ ~ ~ _ _ v I~REA I 111 ,~I v I , i i I ~ t ~ ~ ~ . / I I 1 I 1 v~ ~ r,, t ~,a ~.x, I I / / '1 ~g~ i ~ ~I I 1 I 1 I / / 1 / +185.51 I 1 1~~,., ~ ~ ae „ c~, ; k I I I \ 1 I I ? ~ ~ , ~ rt i ~ I I I r ~ , ~ ' t / 1 I ~ - - I ~ 1 ~ 1 use ~ _P \ I~i 1 I I I ~ ~ 1 ~ ~ 1 v 1 ~ ~~LOD ~r. ~ ~ I ~ ~ ~ I i ~ ;,ie~~~ 4'[~ 'g. 5 1~ ~ ~ `'~4-~ s I ~ ~ ~ 3.0~~ k 1 i 1 ~ 1 1 ;L..r. I +1855 ~ 4" ~ y i r L / l I , / (~Q " r ` eta, / 4 / ~ ~ , l r ~ y 1 \ I I I 1 1 I ~ r ' / I / ' ? ,rte - A ~ : ~ . / r '~R~ al 1 1 I I , 1 1 i i. I ~ A• I 1 I / 1 ~ • V ~ '~y d ~ s ~ i ~ ~ / ~ •~x~- r I N-841506.73 r /I ~ I I . ~ ~ ~ ~ ~ r I E=2212580.96 ~ , r f 1 ~ ~ k~ I I I I 1 ..J; 1 L ~ I~ M ri v , n< x I I ~r r~ I e 1,. I ~ , ~ ~ , , I I ELEV.=201.26 / ~ I p , f2 r . ~ , V r ; I 11 I I 1 1, ~ 1 1~ \ d~ S ~;1 l \ i I I I I I 1 l ~ . l I . 1 1\ `f b'~•K~a .F r. I rr'~~ I ~ ~sF / ~ ~r / l ~ : r ~ ~ fi z I 1 ~ ~ ;1 / ~ ! I ~ '1 'dam'"{+.. ~ I ! ~ ' 1 I I 1 r r `i_ ~ ~ ~ ~ ~ ~ , ~ ' ~ l ~ ''r { i ~ / / i ! - i l ~ / I l ";fig i ~ , / I J ~ / i A I : ~ i i I t { ' b „ 4 .et s / + ~ ~ i / i kr , ~ s~- ~ I I I ~ I 1 it ~ ~ ~ I i A ' ~ I 1 p~ ~ ~ ~ v tip, ~ ,a , I I I O `l ~ \ \ ~ / ~ Y~ / ~ / r » r I I I 1 1 A ~ ! - / I ~ ~ / / ~ ~ / / 1 a x I ~ ? 1 +r~~ Zr I I ? 1 + 189.5 w~ r, r::~titi ~ V t ~ Ys: ~ I .l ~ ~ ~ ~ ~rris++wrrlrriEt,~+tir+r~ ~ ~ ~ / i ~ r~s 1 - ~r- _ ~ ~ ' ! I , ~ i ~ ~j ! r / / / / I I I / O / / ~ / / }gay ~ / ~ I / ! / ~ / / w 1 1 III 1 y~ i ~ : ~ e~. Z f ~ 1 I I ~ y,-:-~~ l 4~~ ~ A / / / ~ ~ / / / ~ / / I I / ! ~ ~ / / / / / o. r I I I III , 1 r 1 ~ ~ i v/~N~ ~ / I I l ~ , ~ ~ / / / i f ~ / i i ~ F,11' ~ / I I I , ~ , ~ ~ ~ / / / / ~ r I I 1 / ~ ~ ~ >t ; ~I ~ I I ~ I I I I ~T ? ~ ' e c 'k~?l t ~ I _ / / I I I ~ / ~ , / / / / l_ I l ~ . / / l I I ! l i / / ~ i I ~ I III I ~ ~ 1"•''' .q. ¢r I 1 ~ I I E ~ / I ~ I 1 I ~ ~ . ,u / 1 ~ i / 2~ . / ~pS / l I I I ~ l / ~ ' / l / / ~ < ~ / P w ~ 1 ~ x I ~ -~''•r~ ' - ~ y ~ ~ ~ ~ / / ~ ~ / /i 1 / , / / i f / ~ i / ~ i , , / / , / I r l;~•~ ~ i~ ' ' / / r I ~ / , , l . Z I ~ I ~ 1 ~ , DITCH PLUG, I I I I ~ ~ , - / SEE SHT. 2 I I - - ~ . ~ • ~ i / / I I l / l , l BITE ~ ~ FOR DETAIL ~ I I I I ~ ~ ti h~ ~..r r ~ l l / / / l I / i ~ / r r I I i r / l i i ~ I I / , ~ r / / / ! r I i l / i i / l r / / I r / l I I . rp I 1 ~ ~ ~ J ~ ~ ~ i I I I / fx f ~ ~ l l i i l r / / r ~ ~ / ~ ! I . r ~ ~4°; III ~ ~ , , i i l / i / I I / / ! l l l I 1 , / 1 / i / r r I / I I / / l I f / r / a ~ ~ ',fi' i I 11 I ~ ~ / t „ ~ I ~ ~ - / i i / l II I ~ I ~ l / / I ~ / i i ! I f I I I I I A ar I I I11 I ~ ~ ~ , o ~ I I * ~ / , ~ t ; ~ ~ / / / ~ ! I ~ I I I l l l 1 i ~ / I I i/ / , ~ / , / ~ W d ~ ~ I I I I I I ~~x,t: ~ i , ~ , ~ ' ~ i i / / ~ I I ~ t I l I t I V ~ I I I ~ ~ ! r~ rl l l I 2 J., ~ I III 1 I ~ ~ ~ ~ ~ i , ~ / ~ I I r I I ~ i , r / i / ~ I I I W ~ ~ / 1l I III I ~ ~ ~'w~ i I , • , ~ / ~ I / I ~ I ~ 1 /l r I I ~ ~ ~ / , /l ! I I I I I I I I 1 1 I I r~ - / / i is i _ / l / / I ~ I I r l ~ I 1 I p . ,a- ~ I I a / I _ , a • ~ ~ l / / l II I I I ~ ~ I I ~ I I , , , l / / ~ l I ~ l I I I I ~ ~ w / ~ ~ C 'Sr: o ~ ~a~ . I I I 1 i. ~,5; ~ 1 I l l ' i ~ i ~ / / / / / r 1 I I I r I I I I ~ i ~ i / / / l I I I Y I II+186.51 '~,.;i'~; •~T~-~ / / I / / / / 11 I III I I ~r . ! ~.f~•~,r r ,--?~1 / i 1 / l ~ i +r~' ~ I I I ~ r / i i ! I I r I I I / 1/ I / rl II I I I i 1 ~ 1 I ~ ~ I a Y ~ : ~ i l 1 / / / / S0. FT. ACRES r'~` ~ I , I i < ~ "<"t ~ r t' ~ i / / I/ / / / I I II I 1 1 I I I 0 i 1 I / / / / 1 I I 1 1 I I I o ~ , y;. ~ I I ~ tw ~ ~ I , ~ I I I I ~~ti ~ ~ ~ £ , ~ I ~ I I ~ ~ I I I / i~ / I I I I 1 1 I I 1 X_ I ~ I i / 1 1 I ENTIRE ` 1 , - I~ 1 / ~ o r 1 r4l~1A1~8 i :~r~ ~ I I I 1~`~' , ~ ~ / ~ I I 1 I / i / / 1 I I I I Vl I A\ ~ 1 1 I l /i ~ I 1 1 1 1\ I I ~ I a I 1 ~ 1 I 1 1 I / 1 I I / 1 A\ ~ 1 1 I / / / / 1 1 I I I 1 / O (n LIyIT3.OF 0 ~ °;~;~~8, ~ ~ : I I:. ~ - ~ ,ir ~ I vv a. r. I I I 5 ~ I , r~ ~ 1~ Rtf I I 1 DI~TURBANC~ : ; , ' ' r I ~ I I ~ UNDI8TUABED, l ~ i ~ \ ~ 1 / I 1 1 1 1 I v~ 1 11 I I I 11 l II 1 1 1 1 1 I I (D I- ~ y v I I I I I I 1 I I I I rn~ - _ ~ ~ I I I ~ ~ ~ / ~ ~ I' 1 v 1 ~ ~ 1V 1 I I r I I 1 1 1 I I I I O \ _ 1\ 1 1 I / / I I 1 1 I I I I I ~ J ` ~ \ V 1 I I r I I 1 1 I I ~ I I , ~ O A~ A V 1 I I ~l I I 1 1 I I Q I I ~ W p U ~ ~ A 1 1 I ! , I ~ I I I I I I 1 ~ F-- _ W 1 1 1 - ~ : a. ~ I I ` ~ I I I r~ 1 1 ` ~ I I F I I ~ 1 A V 1 I I l I i I I I I I ~ ®W N INSTRUCTION SEQUENCE ~ 1 ' ~ ~ ~ ~ I ~=f~~ I ~ ~ \ 1 1 1 ~ 1 I I 1 I ~l ~ l17 ~ \ N I l I I ~ A 1 1 1 ~ 1v I 1 I I ~ I I I ~ U ~ I IYEA ION BERMS AND ROCK STABILIZED DITCH PLUQ, 1 1 I - r. ~ ~ i 1 ~ : 1, WATER D S ~ ~ ~ 1 1 \ ~ V ~ ! I I 1 I ~ ~ v~ v 1 v v v ~ v vv ~ I 1 I I I I ~ I ~~Z v v v v ~ v I 1 I i j I I I I 1 ~ QmZ 1 1 1~ i/ , 1 ~ ~ ~ A 1 \ V A B. WATER DIVERSION BEAM AT ROCK SILT: CHECK TYP~.A~ , ~ 1 1 i ~ ~ ~:~,~;i . • - F ~ 1 ~ ~ r ~ d~;~~r, I , t III I ( I tp ~ • ~ 1 ~ \ \ I I I I I 1 I I I C6 ~ z ~ ~t III ~ / I 1 ' 1 ~ WATER DIVERSION TERRACES, GAADE~TIE~IN$" AN~~}~~t,~,.~r~ I ~ 1 1 II ~ 1 1 , v~ "~'CQD. i ~ I 1 1 I I ~'•~t?D~ ~;'A~ . , j 11 ~ \ \ ~ \ \ I I 1 1 1 1 1 1 Q U AGRICULTURAL AREAS. ~ . .~,t 5: } I ~ I 1111 ~ ~ • / ~ ~ .~~t. at ~ ~ v I 1 1 ~ ~s„~"'~ 1 1 I ~ t ~ ~ ~ v v 1 \ I 1 1 1 1 I ®O ~ 4. WATER DIVERSION TERRACEB, GRADE TIC*IMA #N wpQDEO = 1 1111 ? ~ r ~ \ ~ / ~ ~ ! ~ I ; h ~ ~ ~ V A 1 V I 1 I 1 N. W ~ x~` I a 1. A ~ ~ I 1 1 I W 1 Iii DITCH?~.~~ ~ I i i t r ~I ~ ~ s ~s ~ f ~ I~.x • p,, ~ ~ A A A 1 I I I I r~ N I Z ' L AND FILL DITGI. ~ r ~ - ~ 1 III I PLUG 1 ~ { ~y,i b. INSTALL DITCH P UGS ~ _ t 1 nI I I' \ ~ ~ ~ ~ ~sa+s I \ I ~ 1 / I ~ ?r x~ .ygy ~ 1 ~.4~=s_ct t1~".:= ~1• 1 V \ \ \ 1 1 1 1 1 N5~11~ 1. BO \ / ~ ~ 1 1 t A , ~ ~ \ I I T l ~ x. - ~ 1i~.:?r ~ti, 1~ \ V 1 1 1 1 I ~ / I ~ 1 1,~~~. 1 I ~ r =s:A_ ' . 1 \ 1 1 v 1 1 1 1 \ i ~ 7.94 1 + ~ ~ _ ~ F ' I I ~ I r.~ ~ i $ r~,." I ~ ~ ~`4 1 1 1 1 1 ' ~ ..~.r.~, _ - ~ ~ - ~ - - ~ qw ~ I ~ I I ~ I . 1 ~ I ~ ;eiF., 1 I I 1 1 ~ 1 V A V A v ~ 7 / ~ ~ ~ J ~ / ~ F' I I 1 1 1 A \ ~ ~ ~,;~r ~,1 ~ w.,~ \ 3= i >I y}Y r.w~~~ - I / ~ I I I ~ , ~ s , ~l~ . I I v 1 11 v 1 v \ } 187 ~ / ~ I ~ I I I ~ I ~ , ~:~v ,,,-a 1 1 1 I ~ I t ~ I ~ I ~ 1. ~ I 1 1 1 1 gIT~ ~ ~ ~y ;;~y~~y". w~~rr~ ~ <4 ~ ~ ~ / I ''8. ~ ~ \I 1 ( I I I ~ d`,~ , ~R I I v v v v I 1 1 I I DITCH I I i I~ I i I I ` A I, 1'~ l-. Sr/ / / 1 ~ , ~ ~ i \ ~ 'r / l I 1 I I PLUG I I ~ 1 I "1 ~~s-, ~ I I I vv I N ~ DITCH PLIHi ~ _ ~ , ~ ~ - ~ + ~ - I I Iv v1 I I ~',R 1 I I I I 1 1 0 ~ ~ ~ r ~ ~ I ~ / / f ~ ~ ~ ~ 'Y v ~ v v 1 Sj I" I I I ' M ~ v ~ A 1 1 I ~F ~ i°~` - I I i i, Lv v o r• , ~ - ~ ~ ~ I N I ~ ~0 1 / / ~ In • N -1~ _ ~ I 1 1 I 1 I it ~ / (n Q N ~ s ~ 1\ I _J ~ r-r i~Rrrrrrr I I I I _ ~ DITCH 1 t~ 1 ~ ~ I o I-- ~ I , ~ i I 1 I V ~I I I / ~ I I ~ ~ (PLUG 1 F ~ 1 1 ~ I I ~ / Z a- 11 i C ~ / / I / I I I I-'- ~ v A ~ ~ 1\ ? ~ II 1 I III ! ~ / Z QZ az ~ / I I I I,, ~ I A ~ 1 I I I I Q O Y -L ~ - 1 / ~ _ I I I / I I 1 ~ ~ Z r / ~ ~ c Gr..rr~+Mr~t.~~~r.r~rrrr.~r~3tir• ~ - - - _ -498----- - _ --Ofik-- _ i / i I / _ 1 I I I / 1 1 / ~Q ~z 3 ' ~ / 1 - ~ _ / I 1 1 i Q~ ~ o - ~~7~ - - - , LOD _ 77~~1~ - - - - _ - - - ' 1 I I ~ I / I F~ L _ - _ _ _ - _ OD f~1TJJ - - T~ - - _ - - - _ /~I~jr /7~ - - - - - 7~~ ~ - /L/1~ - - - T~ - - - ! L j - - - - - - - \ - - - - - ~ ~ _ _ NC - - _ - E ~ - - -----19b ~ _ ~ r I 1 ~ l ~ ( ^I1 //r=-=_=.~~ A Z W ~ W~ U I07 00-106 LO - ~ - - N/F LUCILLE ROMERO - - - _ _ _ _ r`~i~ - _ - _ - _ _ - _ v ~ v p 1 I I/~ i ~ ~ _ ~ - LOD ~ - - DEED BOOK 781, PAGE 222 - - - - - _ - _ _ _ _ _ - - 0 60 120 _ - - - - - - I - 1 ~ ~ v1 J W m o I07-00-f07C ~ ~ ~ ~ ~ W ~ N/F IRENE W LUCAS LUCAS i - \ w SCALE IN FEET DEED BOOK 1080, PAGE 420 (FULL SIZE SHEET) 42 DITCH LOD - - ~ ~ ~i' PAGE 0 _ _ _ _ PLUG DITCH PLUG _ = o a _ - - _ - _ ~ ,b CONTRACT N0. SHEET N0. AW03005 4 OF 5 PROJECT ENGINEER; WETLAND SCIENTIST: EXISTING DITCH EXISTING DITCH 3 DITCH B B 1 - A - A A A I SOIL SCIENTIST: DITCH PLUG B DITCH PLUG B PLAN VIEW PLAN VIEW /0 CLASS I RIPRAP ~S i ~ P 0 IAP / Q DITCH PLUG DITCH PLUG i~ o o G ~a ~ T r °o°o / J o°O o o° iE ELEVATION ~ 0 ~ E ELEVATION EXISTING GRADE ELEVATIO EXISTING GRAD i ~ ~ ° s ~ ° o ` •1 o~ o~ ~ ~Q Q° ~ - •1 q . -l o~ ° . y o°o o p°o~ ~ 0 0 o°Pf~ 0 0 oOP~' ° o ~ op P p°P,Q ~ o °`dl~ o °`b(k o ~ o a ~o / o`~° ~ AR. g0 ~g0o ° goo VAR. VAR. EXISTING VAR. VAR. EXISTING oo°o~oo°o X700°0 °o Q°°, o °o Q~°,(o~°o Q° o H WIDTH DITCH WIDTH DITC `61~0~ ° ~`~,k~°" ° x`60°0° GEOTEXTILE o o a TEXTILE ° °0 ° ° ° SECTION B-B FABRIC o0o~x oQo °voQ°o°' iIC o°o~ oo°o~oo°o SECTION B-B 00 `rP3o~0o0a~~00°00°~ QQo O~QQoQ~oO ~,Q~, ~(k o `~k o `6(~ a a o 0 ~°0 ~ Oo °o°o Do°a°o X70°0°0 0~~0 0°~~o°Oo° ~S I °P 5' CLASS I r RIPRAP SAP ~ 3 3 00 o°o EXISTING GRADE ELEVATION EXISTING GA ;XISTING GRADE ELEVATION ~ CLASS 'A' STO 4; q:1 4~1 EXISTING ~;1 1 EXI8TIN9 DITCH BOTTOM EXISTING DITCH BOTTOM 8 IN. MIN. DEPTH (OVER FILTER FABRIC) = o is ' o r STABIL ZED CONSTRUCTION ENTRANCE SCE • ! T SCALE: NTS r GE T TEXTILE FABRIC SECTION A-A RIC NOTES: o SECTION A-A 1. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS SHALL BE PROVIDED. 2. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION 8Y ALL CONSTRUCTION VEHICLES. ~ 3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY. ° ILIZED DITCH PLUG DETAIL ROCK STAB T H PLUG DETAIL DI C IL X 4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. ~ NOTES: 5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL POINTS OF INGRESS ° AND EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND o cn NOTES: SEE PLAN SHEETS FOR LOCATIONS OF DITCH PLUGS. SEE PLAN SHEETS FOR LOCATIONS OF DITCH PLUGS. ~ • ~ P IFICATIONS. SEE PROJECT SPECIAL PROVISONS FOR MATERIAL SPECIFICAT SEE PROJECT SPECIAL PROVISONS FOR MATERIAL S EC SPECIFICATIONS. TIMELY MAINTENANCE MUST BE PROVIDED. cn ~ - o J . Fy W ~ ~iJ t~ F- ~ W ~ ®ZN ~ ~ U~~ eb YAW ~ Q~Z ® ~N~ ~ J U ~ w Y ~ Z~ Q F- ®O ~ W N r n b NZW ~Z 3 -0 W WWC~ r r "~~~w a 0 1 TO 3 ~ Q J N VARIES ° ( ) 1r-D?r W ~ Q Q EXISTING t0 ~ GRADE ELEVATION Err 3;1 3: r EXISTING EXISTING GRADE ELEVATION ~,E \ N O - - p,6 as W Q7 M O vP F- ~ N (n N m0 sM Z U \ O pZ Y ~ Z ~ ~Q N UZ 3 ~ J O `l~~ li - ~ \ O =v ~ ~ Q ~ ~ (n ~y Z a 3'-O" W w ~ ~ Y rz ~ V.C. Z Q a QD w~ ~ WATER DIVERSION DETAIL WATER DIVERSION BERM DETAIL oz Q J ~ m o I- ~ o W ~ N 3 ° J W F C7 Q ~ D Q _ _ _ CONTRACT N0. SHEET N0. AW03005 5 OF 5 PROJECT ENGINEER: WETLAND SCIENTIST: SO1L SCIENTIST; F TR T N• NOTES: 1, THE CONTRACTOR SHALL EXERCISE EVERY REASONABLE PRECAUTION CONSTRUCTION SEQUENCE THROUGHOUT THE CONSTRUCTION OF THE PROJECT TO PREVENT EROSION The Contractor is res onsible for followin the sequence of 3, Install the Rock Silt Check Type-A at the lowest point along P 9 AND SILTATION. EROSION CONTROL MEASURES SHALL BE INSTALLED AND construction in accordance with the plans and the following the berm. vi ions as directed b the Site Su ervisor. In eneral, site 4. Within a 24- hour period the water diversion berm and Rock pros y p 9 MAINTAINED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIAL PROVISIONS, NORTH CAROLINA SEDIMENT AND EROSION CONTROL GUIDE- construction involves establishin a ro riate ground surface Silt Check Type-A construction shall be completed, seeded, mulched 9 PP P LINES AND AS DIRECTED BY THE SITE SUPERVISOR. elevations and stabilized. to restore wetlands on the ro ert . The Contractor should IV. Construct Sequence 3 -Water Diversion Terraces, Grade P P y ~ I ~n the A ricultural Areas 2. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED WITHIN THE LIMITS OF take note that the proposed grading as shown on the plans may ~a~lt~s and F I Ditches g turated round conditions de endin on weather patterns 1. Conduct grading as needed in those areas in which surface ~n sa g p 9 DISTURBANCE, THE CONTRACTOR SHALL STOCKPILE THE MATERIALS IN NEARBY LOCATIONS WHERE SUFFICIENT AREA DOES EXIST. THE CONTRACTOR recedin and Burin construction. These ground conditions preparation and/or grade tie-ins will be accomplished. IS RESPONSIBLE FOR INSTALLING APPROPRIATE STABILIZATION MEASURES P g g I far ditches as indicated within this area from the ma make vehicular access and earthwork difficult. Construction 2, F~ I m AROUND THE STOCKPILE AREAS TO PREVENT EROSION AND SEDIMENTATION. y unless otherwise dir~tedn soil files 'ust inside the woods and from spoil spread in shall proceed ~n the above mentioned manner 9 P P 1 ANY ADDITIONAL MEASURES NEC SSARY TO CONTROL EROSION/SEDIMENTATION or a roved by the Site Supervisor, the field along the ditch edges. PP 3. Install ditch lu s as indicated in ditch bisectin site from Pg g IN THESE AREAS WILL BE INCORPORATED AS DIRECTED BY THE SITE SUPERVISOR. ANY EXCESS MATERIAL REMAINING FOLLOWING THE BACKFILL OF THE EXISTING It is the intent of this contract that - west to east and in farm ditch adjacent to the woods that is oriented CHANNEL SHALL BE DISPOSED OF AT AN APPROVED LOCATION. 1. All project operations will comply with the provided Erosion and from south to north, Sedimentation Control Plan. 4, Construct water diversion terraces. 3. EACH SEDIMENT CONTROL DEVICE WILL BE REMOVED AFTER ALL WORK HAS BEEN COMPLETED AND THE AREAS HAVE BEEN STABILIZED. 5, Grade site in accordance with proposed elevations. During The followin rovisions, alon with the instructions contained in this sequence, rgdin,~c operations shall not disturb the ditch along g P g r .Grade site in each e manner so as to the tans, constitute the sequence of construction: the west grope line 4. THE CONSTRUCTION ENTRANCES AND STAGING AREAS IDENTIFIED ON THE p direct site runof to the Water Diversion Berm and- satiated Rock PLANS PROVIDE THE ONLY ACCESS POINTS INTO THE LIMITS OF n Stabilized Ditch Plug constructed along the drainage ~ he east. I. Initial Site Preparatio DISTURBANCE. NO ADDITIONAL ACCESS POINTS SHALL BE USEC WITHOUT APPROVAL OF THE SITE SUPERVISOR, 1. Install 3 - 4 wooden stakes at various intervals and high ' 'flit safet to a as deemed necessa b KCI, to isolate project. Construct Sequence 4 -Water Diversion Terraces anti Grade visib y y p ry site and identif project boundary, construction/grading limits, Tie-Ins ~n the Wooded Area Y cess roads. 1. Conduct rodin as needed in those areas in which surface temporary sta ing areas, stabilized entrances, and ac 9 9 , - SEEDING: . Cons uct k ihzed construction entrance and temporary preparation and/or grade tie ins will be accomplished, 2. sto i 2. Construct water diversion terraces g ~ 3. Grade site in accordance with ro osed elevations. 1. THE CONTRACTOR SHALL UTILIZE ATEMPORARY SEED MIX BROWN- TOP MILLET 40 LBS./AC) AND ANNUAL RYE (10 LBS./AC) IN SEEDING 3. Install silt fence for stabilized construction entrances and P P ALL DISTURB D AREAS. temporary staging area as indicated in the plans. - Install all sediment erosion control devices in accordanceVl. Construct Sequence 5 Install Ditch Plugs and Fill Duch 4. / Ions and as directed b the Site Su ervisor. 1. Install first ditch plug ~n ditch along western property !one with the p y P 2. THE CONTRACTOR SHALL UTILIZE THE SEED AND FERTILIZER MIX SPECIFIED IN THE PLANTING PLAN AND THE PROJECT SPECIAL o near the south end of the site to direct ditch flow into the PROVISIONS IN SEEDING ALL AREAS OF THE SITE, II. Construct Sequence 1 -Water Diversion Berm and Rock agricultural areas. Ditch Plu Construction 2. Fill ditch along western property line starting at the first Stabilized g 3. FERTILIZER AND LIMESTONE SHALL BE APPLIED AT THE RATE OF ~ nduct rodin for water diversion berm construction asditch plug and working downgradient with existing spoil along ditch. 1. Co g g in those areas in which surface re oration and/or grade Construct remaining ditch plugs as you work filling the ditch. needed p P 500 LBS./ACRE AND 0.0 LBS./ACRE, RESPECTIVELY (BASED ON SOIL ° TEST REPORT). FERTILIZER SHALL BE 10-10-10 ANALYSIS. UPGN w - e accom lished. 3. Fine tune the grading of all water Diversion Terraces, Grade tie ins will b p WRITTEN APPROVAL OF THE SITE SUPERVISOR, A DIFFERENT ° x Install water diversion berm startin from o posite ends d~-Ins and Ditches within this area in accordance with proposed 2. 9 P ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-1-1 RATIO ~n work toward the rock stabilized ditch plug section, Stabilize the elevations. IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO water diversion berm with seed and mulch and install silt fencing PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 10-10-10 ANALYSIS. o cn ~ ~ ~ around the newly constructed area. 3, Within a 24- hour period the water diversion berm and rock 4, SEED IS TO BE SOWN BY MECHANICAL MEANS AND IS TO BE ~ = ~ stabilized ditch plug construction shall be completed, seeded, EVENLY DISTRIBUTED AND SHOULD NOT BE BROADCAST WHEN ~ - ° mulched and stabilized. MPH. e ~ ° WIND VELOCITY EXCEEDS 5 b w ~ ~-Ow 5. SEEDED AREAS ARE TO BE PROTECTED BY SPREADING STRAW ~ ®w N III, Construct Sequence 2 -Water Diversion Berm and Temporary MULCH UNIFORMLY TO FORM A CONTINUOUS BLANKET OVER THE ° ~ Rock Silt Check Type-A 1. Construct grading for water diversion berm construction as A A ~ ~ rn~ SEEDED RE . , b Y o w needed in those areas in which surface preparation and/or grade ~ Q~z tie-ins will be accomplished. ® ~rz ~ ~NQ 2. Install water diversion berm starting from the north end and t91 ~ Z ~ ~Q°~ work to the south. Stabilize the berm and install silt fencing around the newly constructed area. ~ Z~ ®O ~ W b N=W ~Z w W C~ ~ ~~w ~Q ®u~~• N 0 W °i 0 ~ N p - (n N m0 7 Z N °a ~ v O W oz Y ~ ~r z ~Q ~z ~ Q~ Z ~z o W O = ° v=i J ~z ~ J(n a WW W az~ c~a a z Z w~~ Q O W v~ OZ m~ Q J ~ m o ~ ~ o W ~ N 3 O ~ J W F- c~ Q ~ ~ Q STATE STATE CONSTRUCTION PROJECT' N0. SHEET TOTAL N0. SHEETS w~ 0 0 ~ p a "",,;,.w A ISSUED FOR PERMITS ONLY OB-O6 03 a,~.xa~ n 4f~ fmWn DAN~.tARMS SYN. DESCRIPTION DATE APPROVED WfTCJJD SItE REVISIONS . ~ ( Wwlw Owe ~ o ' ~ , t' i WA~AYINf ~ ~Y i .i.... p au~ ~ ~ xua~ 1 aswswa ~ ~'J~T~ II I u_a 9 ~ 9 ~>w ~o , t , ~ i - ~ ~ \ / ~ ~ i . / 1 1 I ~ 1---_._ \ ~ ~I ~1 uo ~I / / 2 I _ _ ~ I I ~ ~ ~ I v y:, o a 0 s 5Y i ~ J ~ r r crM"^.*~,,. 4- y \ t~ ""'M.,~ / I _i ~ ,I i I I ~ 1 ~I 111 1~~ I I I ~ .l ~',1 . , PROJE~ PROJECT ENGINEER: PROFESSIONAL WETLAND SCIENTIST: SOIL SCIENTIST: Prepared in the Office of~ ss®~fl~,~es .i. 9 SUITE 220 LANDMARK CENTER II, 4601 SIX FORKS RD„ RALEIGH NC ENGINEERS• PLANNERS• ECOLOGISTS -30 -15 0 30 60 JAMES W, BLAKE, PE PROJECT ENGINEER PLANS JOSEPH J, PFEIFFER, PWS PROFESSIONAL WETLAND SCIENTIST STEVEN F, STOKES, LSS P.E. P.W.S. L.S.S. SOIL SCIENTIST SIGNATURE: SIGNATURE. SIGNATURE: Q 0 _ _ _ GENERAL PLAN LEGEND i CONTRACT N0. SHEET N0. i - • - EXISTING PROPERTY LINE WDT WATER DIVERSION TERRACE AW03005 2 OF 5 FENCE ~ EXISTING 5' CONTOUR LINES ~ DITCH PLUG PROJECT ENGINEER: WETLAND SCIENTIST: ~ I I ~ \ I r' I ~ ~ 108-00-020 EXISTING 1' CONTO R L ~ U INES ~ EXISTING DITCH TO BE FILLED I I I , I I ~ I N/F DANIELS 8 DANIELS fARAIS INC EXISTING DRAINAGE DITCH PROPOSED CONTOUR LINES j , ! I 1 I i ' I I , DEED BOOK 799, PAGE 163 i I ~ r~ I- r ~I I ~ -X X - FENCE LINE ROCK STABILIZED DITCH PLUG I , ,r I I 1 ~YYY1 TREE LINE WATER DIVERSION BERM i' WATER DIVERSION BERM ~ I~ l~ ~ 1 1 1 v i ~I, 1 1 1 \ SEE SHEET 2 FOR DETAIL i I t 1 , ~ ~ WATER DIVERSION BEAM SURVEY CONTROL POINT IERSION BEAM ~ I v Iv I 1~ 11 1 11 SEE SHEET 2 FOR DETA. ~ 2 FOR DETAIL I; I ~ 1 1 1 ~ I +185.5 i 11 I ~ i ~ I ~ ~ ROCK STABILIZED DITCH PLUG I I I ' ~ ~ I ~ - I I F R DETAIL v I C I ~ ~ r ~ I SEE SHEET 2 0 1 I I I _ _ _ ~ II ~ ~ ~ ~ v I I • 1 I I 1 ~ I I I 1 I I I 1 I , r ~ ~ I 1 I I I 1 1 , , r 1 i , , \ I ~ 1 I I 1 ~ ' SOIL SCIENTIST: 1 ~ I~~ I 1 I I ~ I 1 ~ I ~ 1 ~ , I v ~ ~ I I t ~ I ~ \ ~ / ~ ~ ~ I I ~ I ~ I 1 I I I p \ ~ ~ ~ I I c~ 1 I ~l ~ i~ i 11 I ~ I \ ~ ~ I I I ~ ~ I 1 i I i I ~ I ~ 1 ~ I ~ I I 1 ~i I I ~ , ~ II TEMPORARY 1 ~ i I~ ~ tic 1 ~ I I I I I 1 , I 1 , I ~c,~" , I I i I I 1 I I 1 \ 1 ~ it I ~ ~ I STAGING ' I I i~ I - ~ r I I I ~ I ~ ~ ~EA I I i i I I I I I 1 \ ~ v / I I I I I I I 1 v 1 I I i I 1 I I i I ~ v ~ 185.51 ~ I I 1 1 I I I ~ I ` / + I I I I 1 1 1 I ` ~ ~ I I / ~ _ , ~ ~ i ~ II r i ~ I ~ I ~ I I 1 i 1 1 I \ I i i i' i 1 1 I , ~ , ~ ~ I I ~ 1 1 1-- ~ 1 , ~ I \ v I ~ ~`v ` 1 1 1 I v ~ I / ~ - / ~ ~ I I I ~ , ~ ~ I NI I I ~ ` 1 \ V ~ 1 ~ ~ ~ 11 A I V I ~ A t \ \ ~ ~ ~ ~ I I I , , ~ j I ~ II 1 1 1 1 1 II / v I I V I ~ +185.5 ~ 1 I I \ / \ I i i V v I I v I I I ~ Av I ~ ~ V A I ~ ~ _ , A I I I I 1 I t ` 1 I I ~ 1 I 1 I I I 4 1 v~ I ' ' 1 1 v I ~ 1 ~ i1 1V I I I I ~ 11 11 1 I ~ 1 i / / , ~ ~i / / i ~ l ~I \ ~ i ~ I I I I I I , 1 1 ~ \ I i / / / I7~ i'~ i/ M l v I I ~ I V 1~ A 1 I / I \ 1 v I I I I \ ~ A \ i / I l~ i' i' / I~ ~ II TBMfi2 I ~ \ \ I I 1 V 1 \ \ ~ \ E v I I I II I A \ 1 v I ~ ' ~ I ' , - ~ ~ ~ I N=841506.73 \V I v j I I I 1---- ~ I AI \v V 1 I I ~ ' I i ~ / ~ I E=2212580.96 1 I ' / II I / ~ ' ~ I _ 1 I ~ ~ r I I i i / I r I ELEV.-201.26 \ ~ ~ ~ I I I I I 1 i II I 1 ~ ~ ~ 11 I \ ~ ~ I 1 1 1 1 i I I 1 \ i 1 I 1 I I I ~ ' I ~ ~ v ~ , I I 1 1 1 v 1 1 ~ ~ , I r 1 l , I I ~ i l 1, v v 1 ~ i 1 I l ~ I ~ , ~ ~ , ~ / I I I I / ~ ~ , ~ / I I I ~ v v 1 ~ ~ , ~ / ( I I I / i i / / I ~ / I j l l l I v A i~ / I I I ~ ~ ~ ~ ~ ~ i ~ / I I ~ I I I v A ~ ~ ~ , t I I I I I I A A ~ / i / / I I / / ~ i i / ~ / l I I / ~ ~ ~ ~ / / i / I I I I / i ~ i / / ~ ` I I I I I 1 1 1 ~ A 1 ` AV I I I I 1 I A~ ~ ~ ~ I l ~ I I I i , ? ~ ~ / / ~ ~ V I I I I I ~ ~ / t ( ~ I / ~ I I i , ~ ~ / l i , I l i /l ~ ~ / , • , i ~ ~ ~ vv I 1 l \ t ~ ~ i I I by ~ ~ ~ i l / i ~ / ~ ~ ~ ~ , , / i / z W i v I I I I Sy vv 1 i~ j \ +189.5 I 1 1 ~ - I 1 II l ~ I I ¦I-¦T¦-••~•~¦~•~f~~~ i / / l~ W ~ I Ilr ~ r'~ 1 I ~ 1 I III ~ II I i I 1 T• ! / / / I I / ~ / / / l l ~ ~ ~ I i l ~ / / / Q 1 I I I I ~ ~ / I I / W ~ I I 1 I I Yv\ ~ S ~ I I y~6 - }99 r r ~ I I l ~G i~ / ~s~ 1 ~ / / I I I 8 r ~ ~ % / ~ / ~ r I III r` I ~ I I / 2 r 1 I I C ~ ~ ! i I I ~ O~ I I I ~ ' ~ l ~ , I I I ~ ~ , i / , i i I H 1 11 / ~ ~ r 1 I III I I I ~ / / / ~ N~ ~ / i i ~ / i / i / / EdE y, / ~ / , ~ ~ / / Q I r I III I 1 I \ ~ 1 I ~ i III I I 1 vv / 1 I ~IXp,S I I , / I ~ ~~Z~i i ~ ~ ~ I ~ ~ / i r 1 I W E I v I I~ I 1 I 1 v ~ ' l i ~ Np~ i ~ ~ I ~ l ' ~ i / / / / / , I I I ~ i i i , / fA I v I 1 v ~ ~ ~ 2 / I \ i ~ I ~ I , I I I J~~( I 1\ `v ~ I I ~ E i i i i / l ~ / / ~ ~ / l / ~ I ,t I DITCH PLUG, r I II ~ \ _ I I . ~ZN / ~ ~ ~ / ~ / ~ , i / ~ i i I , \ ~C \ \ ~ ___-1-- -1 I ~ SEE SHT. 2 \ IIII ~ \ - ~ ~ ~ w, ~ FOR DETAIL ~ I ~ I I ' `v Z , ~ ~I I i \ y s ~ , i I l ~ l / / / l ~ / / 1 I / ~ ~ ~ I N ~ IIII ~ ~y ~ ~ - ~ / J , 11111 ~ x~ ~ , v 1 , I I~ 1 ~ , , I- 1 1 ~ . ~ ~ ~ 1 ~ / / ~ / ~ ~ ~ / / ~ / I I ~ / ! / / / / I / / 1 / ~i ~ l ! I 1 i ~ ~ ~ I l / j / l / I I ~ / I l l ~ I I ~ 0 1 ' I I,'I ~ , ~ I I ~ 1 i ~ / i / ~ ~ I ~ / l I ~ ~ l l I I / / / / I I / ~ ~ I ~ ~ l I ( d ~ , 11111 I ~ % ~ 1 I j~ l ~ I i~ ~ ~ ~ , / / / I I ! / / / ~ ~ i / / / ~ / ~ . I I I W ~ ~i / / $ I I I I ~ ~ ! l l V ~ r I i I' I I I ~ ~ , J 1 IIII , I ~ , .;i ~ ~ I 1 (IIII , ~ ~ ~ ~ • ~ r 1 1 I11I I i I~/ i / / I I ~ ~ 1 W ~ / i ~ ~ I I I I I ~ i i I ~ 4. I ~ 11 / ~ ~ , i~ ~ ~ ~ ~ / I I I I I ~ ~ 1 v ~ I 1~1 ~ I r; ~ \ ~ I I d ~ ~ / / I I ~ l / I ~ I I I ~ 1 ~ I I ~ ~ \ ? I it I ~ L ~ •r i~ ~ v ~ I I I+186.51 I' ~ i ~ ~ / / i ~ ~ I I I I ~ I I ~ i ~ i l / / ~i / I I I I I I I I 1 \ ~ I Ill I ~ i ~ ~ v v I 111 1 , l~ / / , / ~ ~ / ~ ~ ~ I I ~ t I j I y ~ ~ w I I I / / 1, ~ ~ ~ / ~ I I I / l I~ ~ I I i I / l i I l I I I ~ I 1 I~ ~ i / / t I l i i I ~ ~ I ~ ~ I 1 ~ ~ I I 11 I I li ! 1 i / ~ 1 I ~ ~ / ~ I I I 1 ~ I ~ I ~ I ~ ~ 1 1 I / i ~ I 1 I 1 S 1 I I I ° 1 I I I I ! i y , ~ I ~ I ~ ~ 1 ~ I / ~ ~ ~ ~ 1 1 I I I X_ II I 1 1 1 1 i l ~ I I I 1 ~ 1 I / ~ , ~ I I I V 1 ~ I ~ i / I ~ 1 1 I I I ~ (n I ~ ~ ~ 1 I / i ~ ~ I 1 ~ I ~ ~ ~ ~ 1 I / / ~ ~ I ~ ~ I I I ~ ° I 1 I 1 ~ ~ Q ~ ~ l~ I A V 1 I I I I I ~ ~ ~ 1 ~ ~ ~ ~ 1 I ~ ~ ~ I I 1 ~ t I ~ ~ ~ ~ (n ~ ~ ~ I I ~ ~ ~ I ~ ~ 1 ~ ~ I (0 ~ ~ I I I I I I . I I I I ~ , A I I ~ I ~ I I ~ ~ 1 1 I ~ I I I ~ 1 11 I I ~ I a~ U1 I ` 11 1 I ~ 1 I 1 '1 ~ I I I I O A I ~ I I I I N ~ I I ~ 1 I I I I ~ I/ I I II v 1 1 I ~ l ~I I 1 I I ~ I I ~ -I ~ ~ ~ A 11 I l I I ~ ~ I I Q I I eb W ~ ~ 1 1 1 i I~ ~ ~ I 1 ~ 1 I r ~ I ~ ~ I I ~ I ~ I I I I I V1~~~w ~ ~ \ ~ ~ I / I I I I Z \ 1 I i 1~ 1~ I I I 1 I I ~ I ~ ,f I~ I I t ~ ~ ~ ~ ~ 1 I ~ 1 ~ I I I I I I I ~ ®~N ~ ~ ~ ~ A ~ ~ 1 ~ 1V 1 I / I I I I I 1 ~ ~ U ~ (>7 ~ I I I C I I , 1~ l ~ I I i III I ~ / I \ ~ ~ ~ ~ ~ ~ ~ ~ I I I I ~ ~ \ V ~ \ ~ ~ 1 ! I / I I I I I ~ ~ 1 II 11 I I/~ 1~ ~ v~ ~~f~•~ ~ A A \ ~ ~ A~ I I / I ~ I I I I eFy ~~W ~'~r~-¦~¦i•-•~ r~ A ~ ~ I II ~ I I I I 1 ~ I ~ Q~2 1 1 I 1 I II / I~ ~I ~ r/ ~ 1~ ? ~ ~ I I I I ® ~ ~ ~ ~ ~ ~ ~ I 1 1 i ~ I 1 I I ~ ~ N 1 I IIII ~ ~ ~ 1 TBMNi I I IIII , ~ 1 \ ~ ~ ~ ~ ~ I I I I ~ I ~ A ~ ~ A ~ ~ ~ ~ ~ I ~ 1 I I I V~~ Z ~ - 1 1111 i r• ~ \ N-842929.80 I I II11 ~ ~ / E=2212448.91 I I IIII , 1!~- ~ ~ ~ • ELEV.¦187.94 ~ I IIII DITCH ~ TYP. WATER /f ,IyQr, ~ I IIII ~ II DIVERSION ~ ,~1 I dl1 PLUIi ~ TERRACE V 1 T.,~~• / I I I~ I 1 ~ ~ ~ ~ ~ ~ ~ 1 1 1 I i N W ~ I '°vv SEE SHT. 2 ` I v ~ / I I II I 1 ~ ~V v 1 ~ ~ I I ~ 11 I ~ N I W 1 11 ~ \ i. ~ v I II vv Ij FOR DETAIL v 1~ I ~I I I \ ~1~, v ~ ~ A v ~ A 1 A W(~ `i~ I II I I ~ -'cvlJ, ~ ~ ~ ~ ~ ` ~ ~ 11 11 1 ~ ~ ~ z , ~ 1 I I' I ~ ~ ~ • ~ 1 ~ ~ ~ 1 1 ~QW ~ I ~ ~ ~ 1 II ~ / ~ I~ I ~ ~ 1 1 1 ~ I / i i~ i I I. 111 ~ 1 ~ ~ ~ ~ 1 ~ 1 1 ~ ~ I I I ~ 1 1 1 ~ 1 1 i V I I! I I ~ i , I ~ 1 1 1 1 1 1 1 1 '1 1~ I i y ~ ~ ~ , ~ I I I 11 1 1 1 1 11 ~ ~ ~ 1 ` - --C ~ ' I ~ ~ I 1 1 1 1 ~ 1 ~ Ir r' ~ ~ Ij ~ 1 I~ I 1 1 1 1 v + 187.5 - - ~ ~ ` v ~ v I I i i I 1 1 1 ~1 I r II l~ I i I I I I 11 1 1 1~ 11 ~ ~ ~ ~ + 187.5 i ~ ~ ~ ~ I II I I ~ I ~ 1 1 1 ~ I I I r I I 1 1 1 1 ~ I i 1 ~ ~ ~ f` v 1 , ~ / ~ i; I I i I~ i I ~ I I 1 1 1 1 1 ~ i ~ , ~J ~ ` ~ ~ v , / I ~ ~ ~ ~ li1 I I I I I. j I ~ i i I ~ 1~ 1 1 I 1~ I I I ~ I / I ~ 1 I ~ ` ~ ~ 1 ~ / i ~ ~ 1 ~ ` / ~ 1 , / . / ~ I / - / ? ~ ~ I 1 ~ 1 I I DITCH ~il(P. WATER ~ I~ ~ I , ~ ~ 1 ~ ~ '1 I I PLUG DIVERSION ~ I I i i I I ` 1 1 DITCH PLUG - ~ ~ + I / ~ ~ n r- - , - I~0.0 \ \ ~ I Ir T BRACE ~ i I I I I I ~1 i N i I I ~ Iii / / ~ i \ IV i v Imo, / ~ - ~ ~ ` ~ ~ S SHT. 2 1. I I I I II I I I o - ~ ` FO DETAIL I I I I I ~ = w ~ ~ 1 v, I I I I ~ o 1 \ ~ ~ w ~ - 1 ~ - ~ . r-'' ~ ~ ~ ~ , 1 DITCH 1~ I ~ I 1 I it I ~ ~ ~ N m h I ~ ~ . ~ Il ~ ~ I 1 1 ~ ~ III o IA I I I (PLUG ~ ~ I 1 1 ~ ~ I I I , o - - 13 I I-- ~ ~ ~ 1 i r - Z J ~ ~ - - - _ ,1 i~: t ~ ilk 1 1 ~I I I ~ 1 1 / ~Q ~ zz 3 ' - - - ~----R`--- - / _ ' / / (y~~~7~~J'~ - rte- 11 ! f~ p~ I ~ II~_.=_ ~==~~'_~1 Q ~ ` I I I I I I LLB ff^^ i~ vi ~ ~TJ 1 - .P - - / ,Z - / ` ~ / I ~ ----I ~ ~ I ~ ~ I l ~ ~ - Q ¦ - - _ - z~__ - ~,E •iiir• - - ~ - - - - - - - - 7- -106 - - IO 00 f~• ~ - - - wo , _ _ _ N/F LUCILLE ROYERO - _ - may-- ~i~T - - DEED BOOK 781 PAGE 222 "'r''~ - - - - - - - _ - l j_-- _ ~ _ ~ ~ ~ I OZ - G 0 60 120 i - - - ~ ~ __I - 1 / ~----7- ~ / ` ~ ~ ~ 107-00-f07C _ ~ ~ `~i ``pia ~ ~ ~ ~ ~ / 1 J m O N/F IRENE N' LU~4S SCALE IN FEET DEED BOOK 1090, PAGE 420 (FULL SIZE SHEET) E 420 DITCH = = = _ _ _ _ _ w - -c _ _ ~ PLUG DITgI PLUG - - ~ - _ o a r 'O~r~~e]~1Cad~102~raaing.dgn OS/27/~OQ3 0:59:47 PM b 0 _ _ _