Loading...
HomeMy WebLinkAbout20070190 Ver 1_Application_2007013120070 1:30 C A S S O C I A T E S January 26, 2007 Mr. John Dorney Division of Water Quality 401/Wetlands Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1650 Dear Mr. Dorney: F`~l, - I`tf I-i ~T RECEIVED RE: Preconstruction Notification Jackson County D9 DFR Please find enclosed a submittal package including seven (7) copies of the executed Preconstruction Application, location map, plan and details and $200 application fee for the subject project. As part of the project we will be installing 70 LF of 36" HDPE Pipe with headwalls for a driveway crossing. If you should have any questions or comments regarding this application, do not hesitate to call me or Bill Roark. Sincerely, McGILL ASSOCIATES, P.A. Mike Lewis, E.I. cc. Steve Chapin Bill Roark, P.E. 06116\letter\07-0125-John Dorney-DWQ.doc ~ ~~°i°~~~~~ ~! 3 'i ~K~rOf~ ,^~ rA x1_,1 r fib ~~~J~+j>~~~~~(r~}~y~}~~ ~l'4°#iiiL,te Engineering P l a n n i n g F i n a n c e McGill Associates, P. A. P. O. Box 2259, Asheville, NC 28802 SS Broad Street, Asheville, NC 28801 828-252-0575 Fax: 828-252-1518 _TerraServer Image Courtesy of the USGS Page 1 of 1 Send To Printer- Back To TerraServer Change to 11x17 Print Size Remove Grid Lines Change to Landscape ~IiSGS 2 km E of Greens Creek, North Carolina, United States O1 Jul 1983 ;83W 17' S4" i83W 15' 48" i83W 13' 41" -83.29$44 ~-83.26324 ;-83.22804 291 200 0 '.294 400 0 ,297.600_.0 _ • -° ----- ---- - - l 35N 22' 22 ~'. ~ rL, ~ il; ` ~~ ' _ ~~ ~~ ~~ r { 35N 22' 26" 35.37270 ,.~ , ~ ~ ~ .'l ~ ~. ll~~ 1 ~ 1~~35.37401 3,916,800.0 '~ ~ „_;~ ~~'~ _ - ~~~~~~~~~~~&DUi.i',' 3,916,800.0 35N 20' 35.34 3,913,61 35N 18' 35.31 3,910,41 .+ ~j ~ ~~ /~f j~ f 3 ~~ 1t f /~+] ~~ ~ ~ V~ .. ~f'` 35N 17' 1C 35.2862 3, 907, 200. G' ' 2K.m Ct' ' 1Mi 20070190 iN 20' 43" 1.34518 913, 600.0 iN 18' S9" 1.31635 910,400.0 ~35N 17' 15" 135.28752 3, 907, 200.0 ;83W 13' 32" 83.22567 X297,600.0 Image courtesy of the U.S. Geological Survey © 2004 Microsoft Corporation. Terms of Use Privacy Statement http://terraserver.microsoft.com/printimage.aspx?T=2&5=14&X=92&Y=1222&Z=17&P=... 1 /25/2007 DIRECTOR'S F(~ ,` Fax~919-715-4a"~.A Mar 9 2IX% 802 P. O1 ,.., ------- --- .... - v This instrument prepared by: W, Paut Hott, ]r. W. Paul Holt, ]r., P.A. P, O. Box Z17 Sylva, NC 28779 NORTH. CAROLINA ]ACiCSON COUNTY .. - -- --~ --~-~~-90 PoaMt• Fax Nate 7671 ~';.1.06 v~wm~ Z e'ia'°` ce. P Plxne I Pharr FaI ~L6-LS2- Ibo6 Fa• i roymot ?60,00 :I fistxte ~* ~+clte Tait THIS DEED made, executed and delivered this 7th day of February, 2001, by and between HENRY P. GREEN and wife, EVA A. GREEN, parties of pert, ~~ ~ s$ ~ and SOUTHWESTERN COMMUNITY COLLEGE, party of the seta N 0447 ~ College Drive, Sylva, North Carolina 28779; n ~ ~ ~ ~ ~~ t:. ~ :7j ~~ H ( ~ fTl WITNESSETH: ~ THAT said parries of the flirt pert, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideratlons to them in hand paid by the said party of the second part, the receipt of which is hereby acknowledged, have given, granted, bargained, sold and conveyed, and by these presents do hereby give, grant, bargain, sell and convey unto tha said party of the second part, its successors and assigns, all that certain piece, parcel or tract of land, situate, lying and being In Greens Creek Township, Jackson County, North Carolina, and more particularly described as ibllows: BEGINNING on a large rock on the south side of the road that leads through the said T. F. Buchanan lands, and rune N. 8-1/Z W. 22 poles and 11 links to a rock; thence N. 84-1/2 E 18 poles to a locust; thence N. 1-1/2 E. 35 poles and 3 links to a post oak; thence N. 51 E. 29 poles to a hickory on top of mountain; thence S. 85-1/2 E. with top of mountain 7 poles to a sourwood; thence S. 23 W. 11 pales t0 a pine, an old comer; thence South on old line 30 poles to a rock; the Northeast comer of Section No. 8; thence South with its line 20 poles to a rock; thence S. 44 W. 22-1/2 poles to a mulberry; thence S. 8 W. 8 poles and 12 links to a rock in north side of the road; thence N. 50 W. with said road 15-1/2 poles to a stake in tfie branch at the west end of bridge; 7 ,~~ ~~ „~~¢ thence 5. 60 W. with the brant314 poles and 12 links [o a slake; thence e r N. 41 W. 3 poles to the BEGINNING, containing ten,(10) ayes. _ ~'7>~1 Being the same lands described by deed recorded In Book 266, Page 76, ' ~' Jackson County Public Registry. TO HAVE AND TO MOLD said lands and premises, with all rights, privileges and v appurtenances thereunto belonging, or In anywise appertaining, unto the said party of the second part, its successors and assigns, to its and their only use and behoof In fee LAAOFPICSS DA A: PAUL HOLi, AC P.A. - SYLYA, 1YC IdTJ9 Office Use Only: Form Version March OS USACE Action ID No. DWQ No. ~ o o ~ 0 1 9 0 (1T any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing Pr'~~Yr~iENT 1. Check all of the approval(s) requested for this project: RECE~VE~ Section 404 Permit ^ Riparian or Watershed Buffer Rules Section 10 Permit ^ Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: 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 Ecosystem Enhancement Program (NCEEP} is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, 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), ch ~ ~` t" II. A hcant Information PP ~1,~1~! '1 ~!)~ll Owner/Applicant Information ~~FlF ~'a~ ~~~ t~~~~rt:il°Y Name: Ro ,ron, P F ~U~aQdA~ly ~~tl~,~-~ .~:~, ~ ~ Mailing Address:_1616 MSC Rat Pi qh ~ NC 27FA9_1 Fit F, Telephone Number: 919-733-2162 Fax Number: E-mail Address: c~xt _ ?1 n 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: Mailing Address: Telephone Number: Fax Number: E-mail Address: Updated 11/1/2005 Page 5 of 12 III. Project Information 5. 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 properly 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: District 9/Jackson County Division of For R Go ~rc-PG 2. T.LP. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): ~629_49_~~A:~ 4. Location County: aael=se~ Nearest Town: Alva Subdivision name (include phase/lot number): -- Directions to site (include road numbers/names, landmarks, etc.): 23/441 for ~ _ 6 mi 1 PS _ 'Thorn 1 Pffi nn C;1 Pn ('aha Rnar? (SR 1 "~1 A) G{j_ari rnxi mately 600'_ Prol~,y on 1Pft Site coordinates (For linear projects, such as a road or utility line, separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): °N 6. Property size (acres): 18 ~~Ps 7. Name of nearest receiving body of water: Fast F-nrd tra Sa-v~u~-C'~e~k 8. River Basin: Little Tennessee River (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/m~s/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: RlLal toba o armi nc~and wcx~x9PC3 arr~a~ attach a sheet that oW Updated 11/1/2005 Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: Project includeG• Three On -s or~T {on Glah) httilr7ingg~ ~rkin~~ t~~n arrr~ec r~rivG,S and erosion control measttrPS Toni Ca 1 PXr`avai-inn ~„r7 gi {-p ~P 7p1 C~rit.~uipmerit, i.e., backhoes, Pans dozers, trucks, will be utilized. 11. Explain the purpose of the proposed work: Purpose is to develop site to three buildi nab, t i 1 i ~P~ h~ lei yi Ginn of Fnregt RP¢nL1T1-.PS 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. 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. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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 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: Storm runoff will be directed through i ril Pt nn h eaGt ~i r1P of prn,~ PC`t and aarli mAnt~-1ets1I1 on the west side _ Al 1 0l l ertPr~ s>ator wi 11 hP pi pmt-hrn„q},~existing CulVe nd on new _ tl Vert nff_Si tP to thc~ gnttth. Updated 11/1/2005 Page 7 of 12 2. Individually list wetland impacts. Types of 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 flnnd;nu Wetland Im act p Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no Distance to Nearest Stream linear feet) Area of Impact (acres) No Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage m„lr;nly lenorh x .a.;.lrh than .t;.,;~tA t,<, nZ can Stream Impact Number indicate on ma Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Len th lineargfeet Area of Im act aces ~ Pi under „ , Total Stream Impact (by length and acreage) , 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredeine. flooding. drainage hnikhaar-lc etc Open Water Impact Site Number (indicate on ma) Name of Waterbody (ifapplicable) Type of Impact _, Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres Total Open Water Impact (acres) Updated 11/1/2005 Page 8 of 12 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Im act (acres): Wetland Im act (acres): O en Water Im act (acres): Total Im act to Waters of the U.S. (acres) Total Stream Im act (linear feet): 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes ®No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. 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 ^ 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.): Current land use in the vicinity of the pond: 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. 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. Updated ] ]/1/2005 Page 9 of 12 USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, 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 NCEEP 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.cnr.state.nc.us/ncwetlands/st]-rr]>;ide.html. 1. 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 Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: 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): Updated 11/1/2005 Page 10 of 12 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of public (federaUstate) land? Yes ® No ^ 2. 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 ^ No ^ 3. 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 ^ 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ^ No ^ 2. If "yes", 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. * I Impact I I Required Zone ~~~ ~~o f o*~ Multiplier ,~,~,~.~~~.~~ 1 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone I . 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0244, or .0260. Updated 1 ]/1/2005 Pagel 1 of 12 XI. Stormwater (required by DWQ) Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Existinq: Pervious 10 Acres; Impervious 0 Acres Proposed: Pervious 7.3 Acres; Impervious 2.7 Acres 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. On-site septic system XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No Is this an after-the-fact permit application? Yes ^ No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ^ No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: ~; tP is beina developed for the specific purpose of three buildings and associated inch. XV. 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). ~ 3v/to06 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 12 of 12 PROPOSED SEDIMENT BASIN PROPOSED SED. BASIN W/TEMP. BAFFLES. (SEE DETAILS SKIMMER 30'x65' ) FUEL STORAGE AREA ti PROPOSED ~ N ~ r ~~,,??~~ggaa~77 DIVERSION BOX BARBER VflRE FENCE "~ - ~ °~" r-r', I ~ 1 OCUSi 38' BWNOARY CORNER PRDPG$ED PROPOSED RaN BOUnoa oRBER~~ - / ( l I ~ :' DIVERSION DITCH SEPTIC FIELD +, / / /. ~~ CONTOURS' PROPOSED I :~~ a °'~ ' ~ / ~a; ~ INTERPOLATED.. FIELD SEPTIC TANK RppR ~ / / ' / / / ~ PROPOSED VERIFY FOR DIVERSION Blll, I / l GRAVEL LOT: ~ ~ : DITGH CONSTRVC110N I Ff~~T4B~ / /../ / / 1 ERECT PROTECTIVE I ;~" / ./ / / / / ~ i ,~' ' BARRIER TO PREVENT I d / EQUIPMENT FROM. I / / / / / / / l / l I ,PROPOSED to ~ PROPOSED. ENTERING FELD AREA I I ~ / / / / / / /, / ~. I SLOPE 2 1 (TYP;) ~ ~ LIMITS OF: DISTURBANCE SCOLD # 04-06567-01A PROPOSED I / ~/ I I I I I I CLEANOUT (TYP.) I ~ l I I I. ~ I ~~L I I (I I~I~ IL 11 p (pf ~ ~h~ I ~ I ~ I II I ~ ~ I I ~ ~ ~ ~ II I I y ~ ~ I 1 ~~ ~ 1: I ~ _ I e ~ (~ y~ ,f~V~'• ~~~~~' x ~•,~' I I ,~ S~ ~~ ~ I ~ OI ~ ~ ~ I ~ ~ ~A ~. 1~II ROCK BDUNBARY CORNER ~ .. ,'~'~%'>~~ ~ ~~~'~~'y, ' ~ I I: ,h I ~ ~~ I I I Ij I I I I ~ I \~\ ~///// ~r y PROPOSED ~: r.~ ,?~Peoaos~ ~~ I I I~. P oPO D I I I I ~I / /// DIVERSION. DITCH ~ , ~~ ` GAS I I II I \ ~- f / // ~Sx FF 21495<~ I DITCH TO BE ADJUSTED I x z ~ I I I tl~ I I ~ // ~/ TO GRADE AS NEEDED ,~ ~'~. ~~r 4; ~ I I I Ic R PO D I ~ / / / ..: "... DURING CONSTRUCTION lD ~ t ~ ~ ~,~ ~ T' ~ ~ ' ~ I ~ ~ I I I R~ Af~OU~ID TAR A I I ~ -,~,' ~ / *i II ~ / / / / / a. '', ~ I l 'w~ , .. PROPOSED ~~ l I I OCP OND/MO POIfE~ I I \ ~i II 1 1 ~ i I / / / I / I ////// / /~ s~ PVC ®2.ox I / ~ TG R ~ l / / l / 1 /// /` sewER sERVICE I ~ lJ / , `~ / / / ~ ~ ~ ~,- ~ I I I / / / / / // / / ~ LINE (TYP,). I I i ~ / // / . \ \ \ \' I I I I I / / I l/ l //// ~~~//~/ Q PROPOSED ~ P" ~6 aRDwooB 'k ' I I I ~ ! I ('.Il l l lI / ~ ~ /l~ ~ ~, ~/ .y DOUBLE SILT FENCE ~„ 'm k~~ ~ /1 ~ ILI l l /// // / /6 _ _~ ~ ~~~~ ~ 1 l 111 j// /j%~~~ O ~ BuIEDINCENCR PROPOSED D= ~ ~~ll~i' l I I I I Ill L/~ /~~R~dA~~/ ~~~ PROPOSED BUILDING WATER BAR ; FF=.2149 t ~ ~ ~ l / l ~ C' ~' PeoPOSeO I I l I l J / ~ ~ PROPOSED ~. , •• x STOP SIGN -1FFILD150 / I / ~ /~// O ~ I t-., ~~ ~ -, 1 '~ I 1 l I 1 l 111 111 / ~+~ DnPV l' ~ ;o~.: I I I 'I Il f I l I l Q ~~~ t PROPOSED - ,~ ` t o ~ I I l l l I I ~ z HEAVY DUTY AsPHaIT _ _ \ ~ ~ ~ '°~~' ' _ ~'~ l ~jl l 11 LEGEND -PROPOSED CONDITIONS v ~ p ,~ PRDPOSeO ~P, Grp I:I lIl/ ~l/ ~ ~, ~W~ MUD MAT TO BE USED ~ ~- ~ ~~~ '. d / / Q JUNCTION BOX ' a` DURING INSTALLATION ~%f f ` f u l l z OF CULVERT ACROSS 1 IC I•I// /~/ ~~ INLET N1TH INLETPROTEC110N ~ a (~( OTHER DRIVEWAY CM-R/W f I/ I BLAZED MULBERRY SNMP ~ ~ U .(. SE1). BAS N W/TEMP, / / I l/ // ~ ' ~ i I ~ X X TEMPORARY SILT FENCE ~ ~ ~. .. LIMITS OF DISTURBED AREA SKIMMER/PERM. PROPOSED E.:2t6ss' m .~ ~ INLET.. 72'x72' STORM DRAIN / / / ~ ~1 I I ' I I I I ~ ~ I I I I ~_ SLOPE DRAIN w1TH RIPRAP OU1lE7 ~ 1 HANDICAP STOPOSIGN h // / , II ~I i 8{]ODI~ I`I I I o RAILROAD BALLAST MUD MAT. .~ ~ ~( . PARKING STALL. I \_~\\ 1 1 `I\\ I~ m ~-TD L7 PROPOSED PROPOSED N ~ 1\\\ ~\ TEMPORARY~SEDIMENT BASIN JuNCnoN BDX J)Ad/ ~'~ ~ ° ~ ~ / v~vv\~ll l LE.:2,B5.2' ~ ~,~~ NOTE: {63 ~~' ~<a~ ~ /~ \'S. ~ --.. pp_-.-- DIVERSION WTCH PER FEMA MAP 370282 0100 C, j~ PROPOSED ~\ w.oumer an THE PROJECT AREA LIES OUTSIDE THE ~~ EEyy HEADWALL ~ N r R/w --,• TD---- TEMPORARY DIVERSION DITCH erfoaevouoioi 100-YEAR FLOOD BOUNDARY ~~~MT r~ ~ a~lh] ~ ~ ~~ -- -..~ INITIAL TEMPORARY DIVERSION DITCH ,~ CALL 7-800-632-4949 \ ~ \ rtc. ~s TMEU~c~nEra+ ,~ : ~'l\ DEMOLITION AREA ~ "II ~~ ~n main ~rlr` Y "T4~Ti~1N~, M~{kp ~1Tf1G~ y,, \ \ r.aroSlt~~.~ . 30' 0 30' 60' o ti ~` ~'~~ _. 30• LE.; 2169.6 ~ ~ 6Ynx ~. NN++ w 1.1 GRADING SEDIMENTATION AND EROSION CONTROL ~'~ •r~'ti~-; cl.r r=sB~~a SEA i ~9~ ~ 1:1 T oznea 20070 1 g '~ O ~'''=~<~~RO~-p~ ASSOCIATES '''^„~~~~~~~„~IS'1~ ENGINEERING•PLANNING•F[NANCfl 55 B&OAD STR813f ASHCVg1.6, NC PEL (828) 252-0575 STORY ORARjAGE STRUCNRE SCHEDULE ORWNA9E 31AUCRNF .... ttPE. 19P EIEVARfN WY. ELEM.: (IN)~. INV. ELEV (WO A ~ FES 9340• 3167.5" B Ol. ~~ 11310 ~ .7117.Q C DI 11193 1Hf,6~:' ' 0 NW - ~ 1167,0 E m 9a,o 1115. - F JA (113,7 1117,1 G 01 9N,0 1130A 1 NW 71110 ' $Try6J ORNNACE SIRUCNAE NOTES; 1, SEDMENT PROIECAON AEWIAW AROUND EACX SWUCNRE INNEOIATB.Y AFTER INSTAlURON OF:SWUCNRf. 2'' NIIAWY IN7EAIOA OWENSIONS 5' - 0' [ 6' - 0', MIN S1EP5 PYN: YA7EPo11 IFNGRI 518 SLOPE A-8 IApE w lF. IS' T7.a E B-C HDPE wIP IY 115E C-E NCPC SD LF IY 7.SJR 0-E NDPE 791E b' 19,04 f-F MOPE 591i b• 1DR G.1 NDPE 57tF 13' '3,5% STORY ORNNAGE %PE N07ES I.' DETENROV %PE W/WAIEARCHT JOW1$ PER 4ANUFACIUREA'9 WSRNICBONS, .1 1 PAKOY INVEAT,OUS COALED MiX ASPXALi ' "/'I~f/Jr, TOP ~ TOP D r INV~ L~V TOP O JB G N Fl ~ WV, PIAW CB CI END STRUCTURE & PIPE SCHEDULES STDRY -0RAMAGE PIPE SCHEDULE. 7cuPftlteRV CFIIINFNTTRAP CT:HFI1111F TRAP NUMBER DISN0.8ED AREA (ACRES) IENGiH (FT,j WDTH (FT,j DEPiH (FT.j WEIR lENG7H I 0.94 w.0 30.0 2.0 1. ' 1 a7o 7aD 11a 1s 1 STEEL. STAKES -PAINT SWIPE AT I/1 DEPW Di WAP. J REOUEFO -SPACE AS DIAECIFA SY ENgNEEA. 5 fT. IBCO QI R./ACRE MIN. VOWME F 3A9N 13 FT; NAIUR/L 5 Fi. NA7L GRWND _ I VA1E0 `CLASS 'B' Ww BIER FABRC APRW' CROSS SECTION ~~ [NEACFNCY BY~A54 ' . ..:DIEAEU B' FOB SEIILENEYT S' BELOW SETM1ED TGP OF DAN 31' ~ ~ -0~~~i ~ MER L9lCLN ,r I ~ 1 fL1ER FABRIC x BANK i11EA ~C~O•~'~ oR~~~: ;,ra~~+o7x1 I - +.o Z 6.0 - S '. 60 4 lao A12.4'; ~ OWENSNWS 6HONN. A9E YMNIIN.~ NOTEI WEPECT TfNPOAAAY SFOINENITRAP3 AREA EACH PEAIODOF $NNII%C/NT PA1FAlL AENDVE SEWIEHT AND RESTORE IAIP TD RS gIN6NAL DaENSIWIS WEN ilE SECYENT HAB ACCLNIMIFD TO OM-NILE THE RESIGN DEPW OF TIE TRIP. PLACE 71E SFpINENi THAI 5 REMOVED IN.A AFSIONA7f0 GSPOSAL AREA/NO;AE?uGE IHF WNiNw~Nf.vNii gF'tNE W.AW. FAON¢,'. TEMPORARY SEDIMENT TRAP. PLAN '!' 4N. INVFR7 . EUEVA710N1 Cf ~ 1' FfEEBOAAD EAIEAGENCT- - INRDW RPYLNAY 9EANNNPl1 S10.UCNAE BAFFlE9 WA7EA ~ A ~ _- FlL1ER wt 1~i'~~C~~tG~.! 5y ./ S"~.."'~~. FABRIC SEDIMENT STORAGE OEWAIEAINC ZONE ZONE SECTION ' AAN ASSLYBLY `~ Fxf7OS11AE wA7m ' ENWY VNIT TOP VIEW EXD CAP PYC ELBOW PVC VENT.%PE \ WATER 9JRFACE « ` PYC END CAP PVG iFE SCXEWIE w PVC %PE 1}' M0.E5 Pvc PEE ~ ~, IN UWERROE FU9DBLE HOSE BOTTOM SUI7ACE ~ ' END VIEW. FRONT VIEW SKIMMER DETAIL REYISIGNDATE•JANUARY 76, 2007. `O ~~ T,'' ,,, H c 4 sEU ~ o1n6e =,~qy~~-~~ ASSQCIAT`ES ( ENGINEERING•PLANNING'R[NANCE ss BROAD STTlB81' ASE~V-J8 NC PH. (9251 YS7.AS75 w; E it/~ \li - H3 _ la - 3" Dia DRaws REnAA (tYP) ` ~I 8" AeD1E FLOW LINE 15' WWMIA/ ~ - ..-I - ' Tz° - - - - -L --,--~--J-- ~oTMS~ ~ _~ ~ 16,--- ~ FRONT pPRAP APRa+ ~ ELEVATION ELEVATION fl6eae (TYP) HEADWALL DIMENSIONS (METAL PIPE) NOTE USE NEXT IARC{Si Slff FOR CQVCREIE PIPE 5° _~-~__I_ ^_~_-I-_I_-I_- 48' - D e. I I Z-~=1~=~ PLAN REINFORCED CONCRETE ENDWALL NaTE: t. CONCRETE HE,AOWAIL AENFORCEMENT PER N.GO.O.T. STANDARD N0. 83&39 RENSION a Z. WORK MUST 0E ACCONPUSNm 40 7NAT FEi CONCRETE. OOEB NOi CONTACT SIREAN WA1ER NISIDE ONalE1ER OF PIPE VA W1 HI N1 0 E WHGHi 54~ FT. BASE AREA 11'-19'-le' r-Y 4'-10' I'-3' Y-Y I'-S' 4-n' 1,540 7.x 11'-14' 3'-M I'-I' I'i' 3'-Y I'-0' 7-S' $100 BRO sD• 4'-Y T-2' s'-o' ~'-Y r-tV 1'-9" zero taco 3A' 4'-M 8'-4' 1'.4' f-e' Y-1' S'-3' x700 17.65 4T-b' r-e' 10'-10' r-Y 5-B' 7-II" 4'-S' 5,600 ~ 28.60 BJ'-BC' e'-IC II'-9' r-6^ r•p• r-A' S'-1" 7,500 36.17 m.-7r e'-r Ir-D' r-r r-r r-F r-1" esoo Naoo x"-ne" A'-X' u'-e' 4'-a' A'-e' Y-s' r-s° 10,000 44.w NOTE I. 4000 P51 CONCRETE STANDARD - EOSTVC flOAO IN 4 38' NIWWM ~A. 8 ,~ e' NUNP Ib~DIYFM RUNOFF FA011 EOSHIC ROAD N01FS ' 1. A STABAREO PAD OF CRU51m STCNFSNALL eE LOCAIm WERE iRAPFIC WLL GE ENTERING Olt L6ANNG A CCNSTEUCiION Hff TO OR PROM AN cmnrlo aoAD. z STONE TD eE z - 3 dCll WASxm SroNE RAnROAO eALUST a THE ENTRANCE SNNL BE uAxiAAED N A CONWTON WACX WLL PRFYFM TNCWNO OA P}OWVC aF SEWIENT ONTO PUBLIC SIRFE/5 OR EXSANC PAVEMENT. iWS WY REWIRE PERgdG TOP DRESSING WTI WGTpNALSTOfIE AS CONDI1gN8 DEMAND AND REPAIR AND/OR CtEANCUT OP ANY MEASURES USm 70 TRAP SEUNENL 4.. ALL SEpNENi $PILIEO, mowm, WA51m OA 7RACNm CNM PUBLIC 97PEE14 MUST BF flENOVED WNEdA70.Y. S Mxm NELSSMY VMEH,S N114T AF gFUEO TO AENOdE SEORNENi PRIOR 10 FNIENNG A PUBUG $TEET, WIEN WA9eNG IS AED.AAEO, R SHAH BE GONE ON AN 1AEA STABlllffa WIX CRUSTED STWIE WIICX ORAP76 INTO AN APPAONFD SEOWENT SASHi. STABILIZED CONSTRUCTION ENTRANCE - SEAL - 027788 - 7 '-a ~~..=;D~ A S S O C I A T E `S ~R°I/V ENGINEERING•FLANNING'FINANCE' 55 HRO,w srRHH'r AST~VIL.H. NC rH. (8281232-0573. H v,. i. .~ ' 0 . w~w''' w H L O C 1~ H IFT~ R~ O ;. !~; r .~ t y ~~ V ~.. I~ Z T •• TARE U ~ ~ ~: A~ ~ ~' Q ~ < OWAfIR .led' 1PPPGte6Y- Off PPL~fNIBfA tm aE Nadm RIEION NAPIT CZ.2 f- 0.'" 0 0 0 N .~. V J r W R I fa ' N _. 3 '. a ~. Ip (D 3 a J . ..~ SPRAP CAIEOf 01N aTr~ mrcx _ su FENCE -x r x~ x I I I I I ~ I PROPOSED WA1ER OR SfwEALNE i-I k:.J EXISTING CULVERT PROTECTION Fll1ER iABAk NRAPPLD CONCRETE BLOIX AROUND BLOdtS (2 HIGNJ N0. 77 WASTED STONE EXISnNG ASPHALT ~'-WENINC ~~ ~•. CA7CH BASH y ALiSWAIE BOTTOM BLOCI(B MANED 70 DEWAIER SECTION EXISTING CATCH BASIN PROTECTION (ASPHAIn . R7EA FASPoC ATTACHED 2' STEEL ANGIF ' TO 19 CA HARDWARE 0.0M SET iWC INTO fiHWND D. 57 YAA51D0 SiDNE 18' ly OROWD , -v OPENWC FlL7ER FABRIC .~. CATCH BASH , SECTION CATCH BASIN PROTECTION (GRASS) NOISE: I. ATTACH PARE AND FABRIC 70 POS75 ON WiSCE OF FENCE WIM APPROVED FAS7ENCRS. 2. FLIERS SIA11 ~ INSPECTED /PIER EMERY RAW ANO REPAIAW . AS REWIRED. - 1 SEDWENiSHAll SE REMOVED AFTER OEP05175 REACH iJ3 HEIpIT OF BAAAIER, - EXISTING CULVERT AND DROP INLET PROTECTION AS REWIRED IN AC11VE CONSiRUCPM AREA 10 PREVWT SfOIENT IRON OIIFAWO CWYFRIS RENSION DATE•JANLLWY1, 20D7 DKZ S DXZ PNC GROUND Z Z ~I D I~ II ~D I. - 1fi- MINIMUM RIPRAP Fn1FA FABRIC B D Z LINING OVERLAP EDPS 12' MIN. VAM ANCHOR FWS EVERY Y ALCNO .D I.D Z CLASS 8 RIP-PAP OVERLAP J/8' GALV, 91RL CABLE - XA5NE55 SJPPORT SNO CORRUGATED PL°E HARNESS SUPPORT RNG DIAIHIER AND FOOrACE AS iFNPOAARY FYL SHOWN ON PLANS ~ ON]i TEE 6 ~ ~ JT $ ~ l 1 6 CABLE 10 SE FIELD ATTACHED WM SaTABIE iA$IENEAS AFiEN ANLXAR WY SCREWS ARE ATTADIED ',~y+FZy~ ~J/B' CALV. STEtl CABtt A INLE1 AND CALM. CUMPS ANCHOR WY SCREW SWALE TO INLET UBE TAU (2) ANCHOR WY SCRFW5 I/1' DIR. A~ x IB" LANG Fa! EACH nE DOWN. HAAIF55 SUPPORT PLAN VIEW PoNC TO SE USEDCA~TrIC~OnC.~~ T-SECTION ' '~'A'~`-~ TEM+ORNtY FlLL 4' OYFA fFE DWE M, _IqL, r~AU~cArto°EPL"snc°~PFE°sEs)~D fXTEW PIPE TO 111E END OP EACH ~ AA 18' MW ' DAYS iB1 WORK I ~ ANCHORS AT 10' 0.O SPAGNC TEE 18' NW 6' MIN. COYPACiED 50F. PILL NI NOIO CUSS B NPAAP SFViL ~~) ~ PlAOE Ai 200' WiFRVALS ALONG NEW OViLLT A FlLL SLOPE OUI8N0 CONSTRUCTION. TEMPORARY SLOPE DRAIN ~II*-' EKCAVAlEO AREA (AS AEWATEO) I ~M E 2 1 ptGl. WEEP NOTES ALYXAAUUTFD. hCCUWRAIEO Fdl DEWATEPoNO •~ SEDIMENT ' SEDIMENT' EXCAVATED DEPIII NN. 1"-NAX.r eELOw TOP a 11REr - ~ PwE p7 wiLSNEO smNE I YANHAq~E OOAOP INLET ) Iltm EXCAVATED DROP INLET PROTECTION REVISIONDATE-JANUARY 2, 2007 INBTALL FL1EA fi•' •I FABRIC AND ETON[ ~~ .~ I p7 wASHm SroNE la e 1 ® a ~•I 'DONUT 'I I -+__'A~___{y PLAN FlL7ER FABRIC AiTACHW 10 IS OA. HARDWARE GLOM 2' S7E0. INCIE SEi18' NTO GBWIA ~ 'DONUP .STONE 18' 12' DROP INLET ~: it FlLIER FABRIC AICNFD N10 S'xB' TRENCH 13 .wo w« SECTION DROP INLET PROTECTION REVISION DATE-JANUARY2, 2007 XD1E31 I, ATFACH MAE AND FABRIC 70 PO573 DN LPHLL SOE OF iENCE MIM APPROKD FASTENERS. 2 RTEXS 9NLL BE NSPECIEO AFTER E1EAY AAW ANO REPAIRED AB REWIRED, S SESMENT STALL BE AEIIOVID AFiFA DEPOSITS REACH I/S HOCXi W SUOiIEL SEAL 02778E j ~ ~ ,. '=,~~E'~.~;,~;D1 ASS 0' C I A T E S "^,,.,~,~~,,,,1,2 ENGINEERING•PLANNING•PINANCE 55 BROAD STRBGI' ASFB3l'B-1$ NC PH. X826) 252-0575 I y i~.L O Ir H` B' t~ I~ V d +~ O ~~ WWIW ' 3 z ~~J\ U T ~ CO y ~ 0 ORWN6Y NS1 AN4AfDS' .441 PRDBBNABB Nk wlE mnAm NSwDB ~~ C2.3 t a 0 N m n N N a VT J .' a W ,.. A. I q m L i N a m r- r ~,-0, h I Y NE I _ _ Q _ 7/A' CORP. 510P ca+NBC ~~ aNDUrF 10 pSCONNEGT SWTICN li _h I'. I ~_____ OISCOIINECT SN11CH \ ___ _~_~ NpIN1E0 ON IAIISTRVi - _____ ~ Y PVC ELLCTRICAL CCNWIT PRESSURE GI PLAN ~ SOOIUN HIPOCXlOAIiE SOW110N FEED COPTANER -CNLORAIE BOLURW PUMP 3/A' SOWTIOH TEED NBE _~~~ . ~-__~ A II_ II II II II ~I II II - lA ' J/4' HOSE BIB Y GAIF VALVE ' /A-2'X1'x7/A" 7EE N01E: FOR OUTDOOR AASTALLAlION, I' CATS YILVE W / ALL PY'E SHALL HA1£ WE1i TAPE FlBEAClA56 CORER / 3'#'sl' 7EE OA NFAIER 9W1 BE SIAWMEO / S' UNION Y-SO' ELBOW TA1X ENCLOSIIAE I° 4ENT W/ SCREEN / ATTACXYENi OFTNL 10 BE Y CHECA VALVE COdLDWA1FD H7111 C04EX Y UNMW MANUfACNAER MELL SEU ( 4 NN I I ~ EMISDNG GROLR/D . I ' ~ u I : ~ ~ . ~ ~ jj .. II I I \~6 • :. .. . ._. WWF •' .:. I I I I I I Sp' SUCTION I I ~ I INOSE wTH 11 ~~ . (ttP) b _ ~. ~ i Y PVC CWDUT. `2' PVC WA1fA LINE '/.. I I II _ ' • 6 I/2'f S1FFL CASING ' '.' I I ll CONCRETE CRg1T SECTION A-A WELL HEAD DETAIL REUIBIDN DATE•JANIAVEY2, 2001 m; .'` ' a- a, i J e°MAX voA sro. 4' MA% STflENCM FABRIC ADDI110NAL HOAIIONTIL BAACE'AT~OPENNC 12 IY MA% . ro Low PaaT 6'Xb'%til NP AAP SPUSX ~.. - _ PRO. TOP PAD 4EVTL'MTH EMS71N0 GRDJND NOIE: kl 9LT FENCE ND1ES APPLY 10.917 FENCE DL16ET SILT FENCE OUTLET (AS REWIRED) 6' NA% f0R Sro. 37RENGm FABRIC SYNMEiIC RLTER FABRIC' ATTACnEO ro Pos1s wlm 2' STEEL ANGLE 'NTH WIPE MESH REWFORCEMENi- APPROVED FASRNERS PLACE OR ON UPHILL 90E CF FENCE, . POST SEi MIN. 18' a' MAX.FOR IX1RA SiRA'Gm INTO oT0uN0 FABRIC W/0 N1AE MESH p~T svxmanc fE1FR .FABRIC 1Y GPQ]ND Mp%. ~ ~ ~' i EXCAVATE 0"KB' rAENCH uPSLOPE AIANC LINE OF PGSTS. EXIENO FLTFA FABRIC INTO IRFNCH, ) SYNTXEPL ~ B0.fXRLL 1RENCN ANO COMPACT BdL ) FlLTDi FA971C SHALL BE BACKFALEO A NN. Cf a" :SILT FENCE NOTf£ 1. FlLIEABARRIERS SHALL BE NISPECIED 1 SEDUIENi DEPOSITS SHALL BE RENOVEO PdMEgA1FLY IfiER FACN RAINFALL ANO PfTER EACH GiCPoI EVENT AND WHEN DAILY DUPING PROLCNCED RAR1fALL. OEPC9B REACH APPROXYATELY I/J flEPA1R SHALL eE M0.0E AS NECESSPRY HEIGHT OF BARRIER. 2. FABRIC SHALL aE REPLACED PROMPRY If FOUND f0 BE W CISAEPAIR. e' COIPACITD AGGREGATE BA9i CWA$E 1'01' SUgGRADE'(COYPAGiFO SSW IN B' UFLS FILL DFPIX VANES (CA1V'ACTED) aA1dHU IRtWND Ai1FA ELUwuG AND aueeNs TYPICAL CROSS-SECTION (GRAVEL) C pQ. E 1 1`~1. , Y59 = ` SEAL - `V 027788 j = ;'e~~~~r'~/~~~ ASSOCIATES r,lY'~ ENGINEERING•PLANN[NG~PINANCE SS HAOA1757R13C7' ASHBVll.LE, NC PH. (828)2520375. $CO ID;~ 04-06567-01A H V L 0 y+ W i~w~ ~/ V I~ Q O A_ 1/YEA, R. '~ 0 ~ v-n ~~ r. o +~ ~ Z ~.~ ~ ~ p ~ y ~W~ '~ ~ . U c C7 ~N/f~ B~ M ~. M r A- ~ r < ORW7B! - NWL APRAA~p ~ ER. PAW&1MIBAI .1471 C2.4