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HomeMy WebLinkAbout20070125 Ver 1_401 Application_20070107DR. J.H. CARTER III & ASSOCIATES, INC. Environmental Consultants P.O. Box 891 • Southern Pines, N.C. 28388 2 0 0 7 0 1 2 5 (910) 695-1043 • Fax (910) 695-3317 22 January 2007 Mr. Ronme Smrth U.S. Army Corps of Engineers Wilmington Regulatory Field Office P.O. Box 1890 Wilmington, NC 28402-1890 Dear Mr. Smith: ~'Ail~ Enclosed is a permit application for a proposed residential development in Spring Lake, Cumberland County. The proposed project, Cliffs at Waterford, is located just south of Little River on NC Highway 210 in Spring Lake (see attached maps). In general, the proposed project will require 2 road crossings in order to access all developable areas of the property. One road crossing will impact 0.036 acre of jurisdictional wetland (no stream impacts) and the second road crossing will impact 0.050 acre of jurisdictional wetland and 901inear feet of stream channel. Total project impacts are 0.092 acre of jurisdictional wetland and 901inear feet of stream channel. Please review the attached permit application and let us know if you need additional information. Thank you for your time. Sincerely, r~~y ~~ Tra~~~c Rflsh Y Senior Biologist CC: Cyndi Karoly - N.C. Division of Water Quality ~~~~od~p ~aN z a zao~ l1, A~ ~s~.+'~A tip ,.+i;;'yE:H Endangered Species Surveys • Environmental Assessments • Land Management • Wetlands Mapping and Permitting ~~aTlt 20070 1 25 lr r-~ ~= Office Use Only: Form Version March OS USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing Check all of the approval(s) requested for this project: ® 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: NWP 14 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: ®Will be sent separately. 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), chec D ~~dM(~ D II. Applicant Information 1'J L5 1. Owner/Applicant Information ~~~~ wAY~H C;it1A~l'I'Y Name: Huff-Caviness LLC - Mr. Ralph Huff III 1~Tl.ANe~ANl9~~'l_~4WAfl~l~I Mailing Address: 2919 Breezewood Avenue Suite 400 Fayetteville NC 28303 Telephone Number: 910-223-0588 Fax Number: 910-223-0589 E-mail Address: 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: Tracy Rush Company Affiliation: Dr. J.H. Carter III & Associates, Inc. Mailing Address: S 15F Midland Road Southern Pines NC 28387 Telephone Number: 910-695-1043 Fax Number: 910-695-3317 E-mail Address: mtrush(a~earthlink.net __ Updated 11/1/2005 Page 5 of 12 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: Cliffs at Waterford 2. T.LP. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 0512-15-2510 0512-25-4400, 0512-25-5904 (combined to PIN # 0512-15-2583) 4. Location County: Cumberland County Nearest Town: Sprinsz Lake Subdivision name (include phase/lot number): Phases I and II Directions to site (include road numbers/names, landmarks, etc.): The property is located 3500 feet south of Little River west of and adjacent to NC Highway 210. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.1924070 °N 78.9638369 °W 6. Property size (acres): 79.77 acres 7. Name of nearest receiving body of water: Little River 8. River Basin: Cape Fear River Basin (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/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The site is currently forested. General land use in the area consists of forestland residential small commercial and a 4-lane hiPhway. The property immediately south of the site was recently clearcut Updated 11/1/2005 Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project involves installing culverts in 2 jurisdictional areas for the construction of a road Equipment to be used includes dump trucks bulldozers backhoes graders and other construction equipment 11. Explain the purpose of the proposed work: The purpose of the work is to construct a road system on the property to provide access to all developable areas on the site. 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. None 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 future permits anticipated Phase 3 will not impact andjurisdictional areas. 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: The proposed project involves installing culverts at 2 road crossings Culvert # 1 will involve two 24 inch culverts with headwalls resulting 0 036 acre of wetland impact There is no definable stream channel at Updated 11/1/2005 Page7ofl2 this location Culvert #2 will involve two 60 inch culverts with headwalls resulting in 0.050 acre of wetland impact and 901inear feet of stream impact. 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, cPr,arately list imnacts due to hnth structure and flooding. Wetland Impact 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) Wetland 1 FILL Forested no 200 feet 0.036 Wetland 2 FILL Forested no 0 0.050 Total Wetland Impact (acres) 0.086 3. List the total acreage (estimated) of all existing wetlands on the property: 5.56 acres 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 mnct he inchided Tn calculate acrea~e_ multiply length X width. then divide by 43.560. Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Im act Impact Length (linear feet) Area of Impact (acres) Wetland 2 UT to Little River Culvert Intermittent 3 feet 90 feet 0.006 Totat Stream Impact (by length and acreage) 0.006 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- excavatinn. dred~ing_ flooding. drainage. bulkheads. etc. Open Water Impact Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) N/A Total Open Water Impact (acres) 0 Updated 11/l/2005 Page 8 of 12 6. List the cumulative im act to all Waters of the U.S. resulting from the roject: Stream Impact (acres): 0.006 Wetland Impact (acres): 0.086 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.092 Total Stream Impact (linear feet): 90 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.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Current land use in the vicinity of the pond: N/A Size of watershed draining to pond: N/A 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. The road crossings are necessary in order to provide access to all developable areas of the property. The crossings are being made at the narrowest points in the jurisdictional areas in order to minimize 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 I l/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. enr.state.nc.us/ncwetlands/strm~ide.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. Mitigation will be purchased from the NC Ecosystem Enhancement Program - Written approval will be sent separately. 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): 90 linear feet Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): 0.092 acre Amount ofNon-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A Updated 11/1/2005 Page 10 of 12 IX. X. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) 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 aNEPA/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 ^ 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. Zone* Impact Multiplier Required (s uare feet) Miti anon 1 3 (2 for Catawba) N/A 2 1.5 N/A 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 1. 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. N/A Updated 11/1/2005 Page 11 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. There is currently no impervious acreage on the site Phase 1 and 2 will have 10 acres of impervious surface and Phase 3 is estimated at 5.5 acres for a total of 19% impervious Detention ponds are planned to control stormwater runoff. 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. The development will be connected to the~ublic sewer svstem. 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: 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). ~ /-ZZ-d~ Appli~nt/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 12/22/2006 15:49 FA% 910 692 7342 HOBBS LTPCHURCH ~ 002 x.2/21/2006 17:11 FA% 9],02230b89 CONDO CO1vCEPTS 01002 December Z0, 2006 To "1althom Yt Malr Coz~ce~: HUFF CAVIl~iBSS, LLC 2919 Breezewood Avenue Suite 400 Fayretiter-ille, NC 28303 Dr. 7. bI, Carter, JII & Associates, Xuc, is authu~rized to prepare and submit the necessary permits £or the proposed development ~ Spxxng Lake, Cumbe~rlaa+d County, Noah Carolina This tract consists of S? +~/- acres and is identified by Cumberland County Parcel Ydeatificatiion Numbers 0512-15,2510, 0512-z5r4400y and 0512-25-5904, ,Additiv>«a~y, this letter grants pcrrm..gsion to f~Cdeiral and state re$ulatrny authorities to conduct site ~risits on our property to eva)uato wetland boundaries and project impacts. D. ~ia1P~Hu~ YQ Member Manager Y a`Y iV)<4 3~ / 2 V- ~._- '~n jr , _'(~q~N:. 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L r o r- ~ ~~_ rod ~ \ z ~~~ / ~- ~J ~ to ng r D 'V nd,A e ~ arla - nc s ~ ~ ~ 2a ~ ~ ~ ~~ ~ ke i '4' / U l f \ t ~ iR12 1 n ~ .- I ~, J•7 1-1 r ~', ~ • 401 \ ~ '~e 35°07'30" g"70'00" ' 15"05'00" - ~ I 78°55'00^ 78°52'30- J/alert` /s.osa3" Continue on Page 73 7eslsl° Contour interval 200 feet (61 meters) 61 ~ ~~~ v~ 1, ~ ~~ J _ \ ;,; ~~ ,S+ ~ ~~ 1;.x;4: ~. 1 ~ :. ,~~ _ ,. ~ ~ ~ r ~; i r ~F '--•~~~ `, _ !;: _~,`-~-''`GUM _ ,~' t ~ _ _ ;~ t r~~ ~i 1 ;` ~ i Inc .-.~ ~. -°z. ~1 ~ `/iv( /l I y - `` ` I `~ ~. ~. Q_.~ ~_ „,,r~, a ~ ~Q , • ( _ k.! t ry .~ i~ 4~~ i /, 7r. `~ jl k" . /~! _ <rr ~* BM ~ ~ j IW ~y ,~ \. 171' I \\`w4~ Ik b(. _ 1 I, i;; ;1A ,; i ' ~~'~~ I o ~- ~ ``M' '~ '~ ~! "~" c . j`w~ v r • ~. ~ '.. r~ ~'. a ~~ .~j • r_'~ i ~. . ~~.~. $o W Name: MANCHESTER Date: 12/182006 Scale: 1 inch equals 2000 feet i ~~'~" __ , . '.aR.-.. ..-.. _-" .. �; s.- .vim+ <^�PF's•�Fe...LF:......_..n +�A,: .�C.t_f'riF i y..i S4.er ,=W _ '!!_.... _ GdBBae 160o a0 � Gr . Cry9 ap GdB WN L� `i Gdg Gr^O KU17 Aaq w I Cek aB �O gaOTaB , , , Sg AaA' enc° Sag WmB Qh W., n-, HORN �T 4- a Ro �Lo GdB , �1 JT Zijyl, Ta gE WaB VgE rib _ ✓ > GdD ` VKaA TaB PaP Ch Ro � � 2io as WmB ° De Ro De BaB GdB Ro Ro PaPaO/ Pa A Ch DpA J • De Ro TaB WmB WmB Was 6 Co Nos GdB De Bab -BaB d• • / Pa WmB TaB O BaB WaB GoA TaB Tom/ `gag o Cab �o ' 3 Ra Pj / • 3�� Ch Ch Vg VgE Cab DgA WaB Bab ( CaB. Ra ° TaB KaA F Ro TaB 6 AaA Wo J T �� DeDhA •"G� GdB ° o WmB mag••• G\ Gd6 ' BaB Pa 0 �a0 Ch g fl, S ag .p1� C h Ro w\ CaB TaB Ch WmB GdB •' GdD GdB TaB VgE DhA f- ' } TaB Gd , Pt Y e WmB Las R 'BaD O as ag �� �, BaD DhA Cab Cab p DhA �p :� Qa TaB Las Gd8 W BaD F A ed0 BaD -BaD WaB Ch DhA1 FuB GdB BaB TaB Lv• LbB w DLA Cab JT LbB / BaB °p CaB Com• P BaD Qt tent �� t ti B aD VaD I Cab BaB BaB / FuB `FuB JT CaB '�Q- \ LbB w Bab Ur Las • TR BaD �y�` VaD G v D BaD BaD -- ~,, ~' ,~ -~ ~' ~~.; ,` ~` `~ '~ ~.," ~~ fF''' ~ ~.+s..a. f~ ''~ ~. N w~E 500 250 0 500 Feet S N 800 400 0 800 Feet w~s nYF ui crtr : /~ I ,.. - REVISIONS r TOTAL ACRES: 79.77 Ac. ,., +` :: .._...... -..... /, STM. DESCRIPTION DATE BY - ~ ~~ 20NED• R-SA=69.79 Ac. ZONED: C(P)=9.98 PARKING REOIIIRED: (PHASE 14 IIl ~~\ iDTAL WETLAND AREA 5.56 Ac. ~, ~ u 1 Tfdffi .~= TOTAL LINEAR FEET OF STREAM: 1,600 LF CoNOas (2 SPACES PER UNIT) ~ I ~ ,--' ~ `~,,, _ ~- ,,~ ~~ ... OPEN SPACE PROVIDED: 27.76 Ac. (J6.91G) -17 BLDG$/8 UNITS FA 136 UNITS 272 PARKING r~" ~~ ` I ~ - - / - _.- ~. __,,,,-. ~~ `~4r `"~ SITE I4YltiHQGES (2 SPACES PER UNIT) 4 -, '_ ~ - `- ~/ ~ r.. ~~ xAU UNrt: R-iA E I R IIl -8 BlDCS; 5 UNITS/BLOC 70 UNRS 80 PARKING I ~/ C C4N1145 (C) (JO'K50' UNIT/W/DECK) 111 , ,~ ~I . - ,. ~~• ; ~ -17 BLDGS/8 UNITS EA 136 UNI15 CWHtl4SlSE ~ ~ ~ F -_~~ ~I ~ . TOWNHOMES (» -1 BLDG W/ POOL ,~ PARKING { I ~~. TOTAL PARKING SPACES REQUIRED: 357 ( ''- ~ ~~ -8 BLDS; 5 UNITS/BLDG 36 UNITS I ~ l,- ' II ~ nar.n WP,,,.~ (30'X50' UNR/W/DECK) I 1 I ~ -" ~ - 1, _ wlsYno SPACES RFOLARED• I i /' d ~' ~ "- •PLML U1MT: R-SA iPHASE g~) I VAN PER EACH BLOCS 3 PMNING ~ ~ RIVERS EDGE APARTMENTS i ~ c ~~~ ~ APMTMENTS I Ai CLUBHWSE ~ I THIS EASEMENT SUBJECT T'0 c ^ \ / -12 BIDS: 24 UNITS EA 288 UNITS ~~' ~ ~ RELOCATION AFTER FUNRE DESIGN ~ P B' 109 PG 38 „4p TOTAL PARKING SPACES REQUIRED: 4 PMKINC ~ ~ (LOTS I- & 2 - P,B. 'A3, PG. S4) ; g . r { _. , n PARNNC PROVIDER 14 111 i ~ m (, -5 EA - 60' NO TREE CUTTING SETBACK ALONG ULUNG70N HWY CONDOS I ~ • , .... ~ " 33'59" - ~`~ O .r g ~ ,. -240 fEET USABLE DEPTH -ALLOWS BUILDING DEPTHS UP TO 100 r ,,.,. 'SBo' -;._ --. ., ". ~ ~ ~ c '~ t ~ FEET WRH DOUBLE LOADED PARKING LOTS IN FRONT AND REAR OF -17 BLDGS/8 UNITS EA 136 UNITS 272 PARKING ~ I~1 l_ ~ - ~p `1.'. BUILDING, CROSS ACCESS EASEMENTS TO SERVE THE TWO SOUTHERNMOST . 5 UNITS/BLDG 40 UNITS 80 PARKING ' ~ H=",~`~ 1.LT q ---===i t: / ~ ~ V 8 `. LOTS. 17 OVERFLOW '` `~ - <~ SEWER-WILL-11E~ TO E%ISBNG _. -... - ~ ~ ~` ~ r tlQTES; , - \ 1. ALl E%IST CUFFS AT WATERFORD RECREATIONAL FACILITIES SHALL $E ~ ~ ~ y. ` C~ ~ ~ M,~NHOLE WHICH DISCHARGES P PERTY ~ ~ N .. ~ ~ Q i ` ~` BE AVA1L481E FOR MEA USE BY ALL PHASES. _I BLDG W/ POOL ~ PARKING ~ I ~~. TO! CITY OF SRING LAKE WATER ~ - ~ ~ ~ Z ~ ~ 3 I !~ SEWAGE PLANT. ' B LINDARY ~ 1 t ~ y ~ 2. STREETS SWILL BE CONSTRUCTED IN ACCORDANCE WITH NC D.O.T. TOTAL PARKING SPACES PROVIDED: 45J PARKING * ~ ~ ~ /', \ 1. ~ ~ ,~ ~ '~ ~M1 DN. OF HKi1PWAY5' SUBDMSION ROADS MINIMUM CONSTRUCTION •A . J ~' u ~.. HANDICAP SPACES p$QIBDEQ; b 1 crM ( _,..J - /, ~ \ 1~ 1 _ ~ ~ ~$ Q -` ` 3. STREETS ARE PRNATE AND SHALL BE MAINTAINED BY 1 VAN PER E4CH BLDG 3 PMNING _ ;, ~ "~~_~ ~ '\,~' ~ 1 '`, •a S? I AT CWBHOUSE zJ ~ ~ ~ DEVELOPMENT AND/OR HOMEOWNER ASSOC. ~~ 1' COASTAL B RIER RESOU E r ~ . ` ~ McCORMCK FARMS ; W t ~E' !A ~' 10TAL HANDICAP PARKING SPACES PARKING: 4 PARKING 1, t ~. ..\ 4 4. ALL PARKING SPACES ARE 9' M WIDTH AND 20' IN LENGTH. ~t I , SYSTEM AREA. - r .. ~ ~, DF a475 c 603 ~`1 aS m `~V > 4 t^ ~ ~.. 5. ALL CURB RADII ARE 25' UNLESS OTHERWISE NOTED. /r~ i a, ~ 5 c ~ s ~ ~ 6. PROPOSED PUBUC WATER WILL BE FURNISH AND CONNECTED TO - ~ 11(~'~ ': - ~ ~ CONTRACTOR SH~LL_CONNECT A~ ;~ -, ~ ~ ~ ~ ~~~. ~EAISTING WATER SUPPLY NORTH OF SUBDNISION ENIRWCE ALONG '~C i t00~YEAR, 1xJ~TNUAL CHB~NC~E'WA1ER- PROPOSED 8,. WATER MAIN'TO EX 8" WA _ ~ '. ~-.i ~ C •~~ ~ ', . HWY 210/LILUNGTON HWY TO RVERS EDGE APARTMENTS. ;t= ~~~. *• SURFACE EL~ATKIN MAIN NEAR RIVEp~a EDGE APARTMENTS. - T ' I '~ ~~~ = V 7. SITE IS COMPLETELY WOODED W/PINES. PINES WILL REMAIN f : / .~~ ~ CONTACT SPRING LANE PUBLIC WT61tIES -~ - \ 1 ~ vty~': UNDISTURBED DJ NATNE BUFFER AND SETBACK AREAS ! r - N 22'05 03 (A - ! _, FOR LOCABON / ' Q, - ~ 8. BUILDING HEIGHT = JS' 92 6P I ~ ' ~ ~ ~ ~ ' 9. E7(TERIOR UGHBNG SHALL BE 250W ANO SOOW MERCURY VAPOR r~ 02SA{JNUAL (CHANCE FLOOD •, ~ J ~ i , r LAMPS W/PHOTOCELL MOUNTED ON BUILDINGS AT PARKING LOTS ANO ~% .k •\ ~ '., a. ~ / > ' ~~ A SOU1H RNER POLE SHALL BE PULED AT EACH STREET T58'49 / •-~ ~\ NT. -~ ~ II " r : ~ ~, ~ ~ INTERSECBON. 87.x0' r ~~~~E - /~ l y i u,, ~`, 70. PROPOSED CURB CUT FOR ALL HANDICAP RAMPS PER EACH ~ >~~~ ~ ~ ~ ~E~E - 'r a ~` ~ '~ ~ ' `~11. PHASE III DEVELOPMENT TO BE DETERMINED BY DEVELOPER. ` / F~-- ~ ~f~)~ 1 /~ ~ "~ ~ 12. WATER FACILITY Will BE PROVIDED BY THE CITY Of SPRING d,^ ~ C~~~c r m - ~ I Y S 49',5'14 ~ lAlfE WATER SYSTEM. ~< /r~ Vr., /°j a I P .. ,-... // 6138' ~ r0A .- .~ _, f,~ ~ r rY} ~'~ ~ ~ r~°0'' ,~ IWETL4 r .. LV / QI`~ REA ~ ti ~ ~zl F~ r /' ~ ~ '' Z ~ ( ~/ lo.os k~ `• ' ~ F;a~~ --~ \ - _~,..-~~ ,~~ ~ '~r `~~~ ~,.' cIEARIgc 'i A I ~ / ~~~ivau Q . ~ __ ~, d .. _ .. - ~ '' ,, ~ s sg ~ ~~._ ~- IiTI_E ~'~~ ' ~/ {- uMlis r ,' ~ ~ ~~ ~/~ ~'~% ~ ~\ ~ .~ ~' ,~ ~~ e ~ , ~I . / ~ ,.,,.,~ ~ v ~ '~... 9',~ \ " ~- ~" ~ / ~ It i `; 20' SANITARY i ; ~~ - ~ ~~~ W \ ... .n ~ _.. I .SEWER ~ ... ~ !" ~ \ ~~ r B2. IA ti' r'~_ ~ ~ EASEMENT ~ ~ `\ / a0" '-) ~ "r''9F..^78: ~s4'28" N P.o 3d 2+" r 6G 2'4~ y? ,~ ~ ,1' , ~ / ~ '~~~ ~ ~ (n ` }y"/' ' ~ ~ \` \\~~. -: :.i ~, ~,:.~--' STMMEIRICAI CUG ~DCLSAC ~''~k ~ / , E' a "J Ci~~Q ~ ~~ ., w ~ - ~-i ~ '~ / -Y ~,.`.. - -~ _..,.:_. "'-' ' SE4"OE7A14 snEG? C-a9 w 'r~ . / ~ 4... / _\ / I ~ "Y " _ , ~" - I ° ~~ r' PROPOSED S" ~iANITARY~~ ,%~ /~r' ~, ~h~`Q~I ! r V' ~, l I ~,.-; r-:.: ~ K-~ ~ i J .SEWER OU7F~ACL- S ..! MET[ARDS .. ~~ G~ ~ " \" LU '1" N .I ~~ /, ~~~' l ~'~_ ~'4 „y ~~ _ '~.", ~ ~ ~ .. ARE?' "E ... ~ , ~' ~ ~`~. -n ~ ,. ~~~, : ; ~ C' S,. - , , - ~,~~~ ~I ~, r- ~ ~ ,'~ ~~ ~33J ACRES ~ ~ ~ ' O C. I ~ , ATEA, ; ,,~. UN I ~~_ t ~ ~ ~..~ ! ~~ P, ~ ' ~ ~ ~ I. %~I, PHA~LINE ~ 9EOUPoTT ~~. ~~~` i i`C9 ~~~: ~ ~ `.,/ PROPOSED 4 ~/ e`fP] T C ITS _ ~-, r i~-~~ ~ ~66 I~ ~ -~ I CATS W/ ~' WATER MAIN ~~ rl V~ ~.~ j ~ ~y.._ / :I ~ ~„rl. 40•ISLANB A,°= ~~ ~~~ ~ v 'w _. >. ^t :.% ; R ~, r I 'WETLANDS - . .. ,'' RDF SED.B' .. . I AID ~ 4' ~ ~ ~ .A a No. r: ~ . f ,~- AREA "C ~/ ; Q ~ ~~ ~ ~ > ~ ... ,. ~ ~ , ~, - ~, Jtt~ ACRE,r -WATER MAIN .. ~-. r~. ' .. ~ '. - - ~ ~' '. 8 W A ~ 6 ~ " ~ . a 1 ~ / ~~,-" ., -! ~~ ~~:~t ~ / ~ i~ G~ J~ :r ~ i (4.24 Ac )\ .. ~:. SD'~/W ;' a ~/` / ~ , ,l'' ` SPACE ~ _ `\\\. l v / ~ ~/ C. i' r r" " s \ J ~ +r_ - g 9 7 ~k G ~ I I ~"D' IT° / ' ~ ~~ ~ / ~~~ )~1 ~ v~~ .. Zt ~ J ..~ 510 '. ,.- ~ ~~ ~ ~ Z ~ &r ITS , ` ~.. ;, ~ ~ ! ~ <' ' SPACE ~ ~ ~ ~ I I ~ ~~ ~ ~ .. ~ ~~ .. ~ 0 1 ~i 1 (~) Zn; CIEARINgr~r ~..; 0 ~ ~~'(0.33ACJ .;~~ ,~' .,? 'B 4 ~ - 1 ~ ,.. ,,' ~! RHVC, ~r_ "~ Q WMV / ' ~ ' ,.~ ~ ~l ITS %y .~ ~ ! PROPOSED RIGHT-TURN ~ U ~ ;. ! r •,. / r ~.rJ ~ ~ ~'' \ ~ l E PER NCDOT ~ _ r . `` ~ '~. -• ~ I ' l r, /L OUIREMENyS' ~1 ~ ~ ~ • TER ~. ~. ' yP R ~~~ / ~~l aN r ', ~ r ~ SPADE.,, i ;: [ , y „ 't _ / ' - ~ ~` ~ ' .~GI~ ! ,r;' , ~ ~`. ~~" ~ ~ z° • • ,. ~ -. - ~PIIOP~$Ep~b / ~ r . f,~ _- ~ ~/•~~~Yt ~4"q~ 0UBLE RCP ~ ~. :i~ ~~ ... ~, -`' ~ F" Y ~~ N.. rAR F" 'r V~gTER NAfN ~'' ~ ~ OPEN, ~, ~. ~~~ ,THQU$ ~ '~ -I CULV1iRT ,~: "X~~,, ~. ~TOyr, 1, A/ `~~~ I Q '~ 1.17DSACRE ~~'~'- r~ , v f 7 >~ (iS59~Ac ~~~ ~ DOG WALIfr :_'i. ~(T.16 JY ... ,~„ .UHT 4Q' SIDE ~t ~~'.U~~\.' ~ %~~ G ~ ~ 2 r ` ~ I ~~ •." ~ ~ ~ ;,i „ 7 ~'~ ~ -`~ ~ .SETBACK ~h~a ~ ~' ~, / _ O c .~ .T ~k~ ~ / ~( C~~ ~ ~' XRN .`, ~" c~ / `' / / _ r , , B ITS _ ,~ ~~F'~ C4~', 1 .' i ~ ., , ; f . ..., , ,. ' ' . ~ REAR ~,'T~J~' .. .. , - ' ~. C 8 ~ ,~ ~ C.~ ~~'~ ~ S; s~ / ~ ,8¢01, 1`Dy~DIGt ~~ , ~4 i , y .~ ~ Cat .732:13" ~ : - ~ - •/ r -~..~ 1Tf$ C 1' 1 1' ~ r 0~. U, ~ 6 -'N~9 ' ~' ,' .. / r '- ,. -. ,. ~ - ~ -, r - ... PGND ~ - - & RS '. T 4 ' i r ~ (N t CYNitA ~. ah: oEG 2oa / ' ^ ~ 197.q/ 15 a •... , i { S UNft~e! r , 3 ~ _ ! /^ irS 11H u{! , ~:r, ~$~ ~,, I ,. _, R _. ,. ,. - .` -, , '~ ,,. j/ /l /-~. ! I ~--~ N 85' S ,.'N•'' 4 7. ~ :a. ~C' ~ ~ - ~ d 2p~ ~~p~ ' ~ Punx: J3 ,. %' i ,' CULVERT ~- ,,, \..~ ' f ~' ~' ~ RESIPENn.u~Ot~ ~ so' Fgor~r SETBAC --~ ^-~ ~ r ~ ~ T ~ ~ ...GRAPHIC SCALD ~ ~ ~ ~ / ',SKEET DETAIL FRa}CENTEbU~IE ~~~ ~ -. -, JD. '' . ~ ao xv vm no. T ~. •.... - ,~ /, . ~ l '"' SHEET D-~.0 . PR9? r y ~ . _ _. ~' -../` ,. .. r. ~ L ~ 1 ~ T~HDNES ~ r , ~ / -O ,, ' ,, ' i ~ ... fiYdtCK AF Atli _ / i , L ~A ~TOO1 n ~~ i , ' '/~/ ., r ~ .. a: a h i 0 n m I CONTRACTOR SHALL VERIFY TFJAT PIPE ' ~~ INVERTS ARE INSTALLED 6" BELOW ' EXISTING GRADE FOR MIGRATION OF • ~ AQUATIC LIFE THROUGH,THE CULVERT. i 24" DOUBLE RCP ' CULVERT W/ 'wFT. ' HEADWALL ~ ~~ i / ~~~ ~ , P ;. ~ ~~~ SERE SE ~ - , '1°' '\~~ - PAP - { ~ tiaa •; i ~ ' ~ ~~~ ,! / . y' ' . . ,, .. ~T~ • N ENCROACHMENT AREA: '~ " --'"'J 1,578 SF, 0.036 Ac. i i ~ ;~ _~ ~ ~ / WETLAND 1 (PHASE 1 CONSTRUCTION) SCALE: 1"=20' 183.00 . _ ........ . .:.. _ ..........._.. _. ...._ ......, ', '. TOP OF RpAD '. EL=18213: ' ~ TOP Of PIPE 182.00 '.. ._. ~ ..... .. ..._.,. ..._ EL=181.12 TCP:OF PIPE Zd' DOUBLE '.. EL=IBO.SQ RCP CULVERT 181 00';.. i. ,. ~'__ CONCRETE NEAOWALL ~Tw.) EIp6TINC WETLAND ~` 180.00 ' .. .. .......... . _ .,......... t --- ns.oo . ... _; INV. OUT= 17650h \:~ INV. IN=179.12 116.00 ~ ,_ `.. ..'_ -.. ._.... D.DO 10.00 20.00 30.00 40.00 50.00 60.00 CULVERT ~1: 24" DOUBLE BARREL RCP N.T.S ~, ' ~ ' REVISIONS i ~' ~~ ~ sru. DESCRIPnox \ ENCROACHMENT A A: ;'~ ~ -'~~ .2,221 SF, 0.050 Ac. ~ -, ST INC UDtS,~.lP--tZ.#Ip / f 1 sF~ ~ ~~~ ~/~.; ; 2 .,l ~ ~~ ~ i ~ ~~~~ ,~~ ~` ~ ~ ~4 / % ~) 7 ~~ ~ ~ ~ ": ~ A-~ ~ ~ ' ~~ :&0" DOUBLE RCP , CONTRACTOR SHALL VERIFY THAT ~ CULVERT W/ j PIPE INVERTS AND RIP RAP OUTLET ~ HEADWALLS APRONS ARE INSTALLED 6" BELOW EXISTING GRADE FOR MIGRATION ~ `~ ~ ~~ ~ ~ ~~ OF AQUATIC LIFE THROUGH THE '~ '~' ~ CULVERT. ,' \\\\~ ' ~ .4 - i 4 . ~ i - \ \ WETLAND -~ ;~~~ ' , /1 ~ , .n ~ / ~ ~ WETLAND-2 (PHASE 2 CONSTRUCTION SCALE: 1 "=20' 176.00 ns.oD na.oa n3.DD nx.oo 1n.oa 170.00 169.00 166.00 167.00 166.00 165.00 16a.oo 163.00 182.00 161,00 160.00 159.00 158,00 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100,00 CULVERT ~ 2: 60" DOUBLE BARREL RCP N.T.S. PE (TW.) i0.0 .; ti' ~~ "`'`P ~~~ ~~ , ;` ~'` ~. t ;;~' .~~~~ , Q~' ,;' ~ c ~ '~~^": .`~ o~~a ~~.R~a g~ ~ ~8 $: ~ ~ d~ ry~ _~~~~ r &~~o ,~',ti ~ iv ~,•s~"~ ~Q N AS U z w Q ~ Q U J za W O Z Q J F w 2 J Q ~ ~ ~ U H LPL LL o: J ~ Z U~ Y wQ g = 3 ~ ~ 2 a n~.~ OEG 2006 o~¢ AF o~ dF amts .EX wuc AS $NO6N ~, ~. c-o2 ~: