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HomeMy WebLinkAbout20080301 Ver 1_Application_20080214 Austin Village Commercial Center Indian Trail, Union County North Carolina Joint Application Form and Supporting Documentation for NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS AND NCDENR Prepared For Mr. David Smith Austin Village Retail, LLC. 227 West Trade Street, Suite 800 Charlotte, NC 28202 Prepared By: Leonard S. Rindner, PWS Environmental Planning Consultant 3714 Spokeshave Lane Matthews, NC 28105 (704) 904-2277 February 12, 2008 Q~c~~oe~D FEB 1 4 20D8 DENF2 - WAi'EFi C2UAl1TY WETLANDS AND STORMWAIER BRANCF! Page 1 of 10 Corps Submittal Cover Sheet Please provide the following info: 1. Project Name Austin village Commercial Center 2. Name of Property Owner/Applicant: Austin village Retail, LLC 3. Name of Consultant/Agent: Leonard S . Rindner, PWS *Agent authorization needs to be attached. 4. Related/Previous Action ID number(s): 5. Site Address: Intersection of Chestnut Road and Potter Road 6. Subdivision Name: Austin Village Commercial Center 7. City: Indian Trail 8. County: Union 9. Lat: 3 5.0 6 81 N Long: 8 0.7 0 l O W (Decimal Degrees Please ) 10. Quadrangle Name: Matthews 11. Waterway: UT of West Fork Twelvemile Creek 12. Watershed: Catawba 13. Requested Action: Nationwide Permit # 18 , 12 General Permit # Jurisdictional Determination Request _Pre-Application Request The following information will be completed by Corps office: AID: Prepare File Folder Assign number in ORM Begin Date Authorization: Section 10 Section 404 Project Description/ Nature of Activity/ Project Purpose: Site/Waters Name: Keywords: 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 Apphcable° or "1viA".) I. Processing Check all of the approval(s) requested for this project: X Section 404 Permit ^ Riparian or Watershed Buffer Rules ^ Section 10 Permit ^ Isolated Wetland Permit from DWQ X 401 Water Quality Certification ^ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #18, Nationwide Permit #12 for off-site sewer installation 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: NA 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 (n1N7((~~ 1. Owner/Applicant Information ~ ~ ~ ~ I~ \'! L5 D Mr. David Smith Austin Village Retail, LLC. FEB 1 4 2008 227 West Trade Street, Suite 800 DENR.wATEROUAUTI` Charlotte, NC 28202 WETLANDS AND STORMWATER BRANCH Telephone Number: Fax Number: E-mail Address: Z. 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: Leonard S. Rindner PWS Company Affiliation: Leonard S. Rindner PLLC Mailing Address: Wetlands and Environmental Plannin~p 3714 Spokeshave Lane Matthews NC 28105 Telephone Number: 704 904 2277 Fax Number: 704 847 01 85 E-mail Address: len.rindner.pws(c~~f7mail.com Page 2 of 10 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 maybe 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: Austin Village Commercial Center 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 4. Location County: Union Nearest Town: Indian Trail Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): Intersection of Chestnut Lane and Potter Road -see attached location map 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): 35.0681 °N 80.7010 °W 6. Property size (acres): 15.75 acres 7. Name of nearest receiving body of water: UT of West Twelve Mile Creek 8. River Basin: Catawba (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: Former disturbed agricultural land• developing commercial and residential areas. Page 3 of 10 10. Describe the overall project in detail, including the type of equipment to be used: The project is a commercial center consisting of a grocery store anchor and related stores, offices, and businesses and stormwater treatment facilities to service a rg owing residential area of Union County. Heave construction equipment will be utilized. 11. Explain the purpose of the proposed -work: Development of en ing Bering and stormwater management areas. 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. A wetland and stream delineation was conducted for the site. This information was utilized in the planning and development of the~roposed site flan Verification to utilize Nationwide Permit #18 is being requested to facilitate construction of a stormwater wet detention pond and littoral zones. 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. Additional permit are not expected for this ~roiect If additional impacts are required a PCN will be submitted as required 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: Impacts to wetlands are limited to less than 1/10th acre of disturbed wetlands associated with a drained pond in order to create Page 4 of 10 a stormwater management facility to treat runoff from the project. The sewerline will be implemented in accordance with NWP #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 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 (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) 1 NWP #18 PEM1C (disturbed pasture) No 500 + <1/10` Total Wetland Impact (acres) -less than 1/l0a' acre < 1/10th 3. List the total acreage (estimated) of all existing wetlands on the property: Less than 1/10th acre. 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, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on map) Stream Name Type of Impact Perennial 07 Intermittent. Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) Total Stream Impact (by length and acreage) Page 5 of 10 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_ dred~in~_ floodin~_ draina~e_ bulkheads_ etc. Open Water Impact Site Number (indicate on map) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.00 ac Wetland Impact (acres): 0.1 Oac. Open Water Impact (acres): 0.00 ac. Total Impact to Waters of the U.S. (acres) 0.10 ac. Total Stream Impact (linear feet): O if 7. Isolated Waters Do any isolated waters exist on the property? ^ Yes X 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.): stormwater management facilities are proposed 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. Page 6 of 10 Impacts are limited to less than 1/lOt" acre of disturbed wetland in a former agricultural pond bed The stormwater pond is strategically located to minimize impacts to the pond and streams downstream from the project site. 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 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€7ide.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. Impacts are limited to less than 1/lOt" acre of disturbed wetlands. A significant stormwater pond with littoral zone is~roposed. 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 Page 7 of 10 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: NA Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount ofNon-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): 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 X 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 ZB .0233 (Neuse), 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 ^ Z. 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 multi liers. * Impact Required Zone ,_______ ~ _~~ Multiplier ,~,~;~;~~~;~~ 1 3 (2 for Catawba) 2 1.5 Total Page 8 of 10 * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additiona120 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. _ 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. A stormwater management plan is proposed for the project and will be submitted to NCDENR for approval. The attached plan indicates the location and sizing of the Stormwater treatment facilities. 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. Municipal facilities XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ^ No X Is this an after-the-fact permit application? Yes ^ No X 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 X 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 htt~//h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The project is develoRin>; to provide services to residential development in the area. The protect site is subject to stormwater management recfuirements as a result of the 401 WQC required for the project. Page 9 of 10 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 Thr~tened S,p~c es, accessibility problems, or other issues outside of the applicant's control). Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 LEONARD S. RINDNER, PWS Environmental Planning Consultant 3714 Spokeshave Lane Professional Wetland Scientist Matthews, NC 28105 Land Planning Tele: (704) 904-2277 Fax (704)847-0185 February 11, 2008 Mr. David Smith 227 West Trade Street Suite 800 Charlotte, NC 28202 Tel 704.561.5301 Fax 704.523.2946 RE: Austin Village Shopping Center, Indian Trail, Union County, NC Dear David: In order to interface with the United States Army Corps of Engineers and the North Carolina Department of Natural Resources I will need your authorization. Please sign the following statement: This letter authorizes Leonard S. Rindner, PWS as our firm's agent in matters related to Waters of the U.S. and Waters of North Carolina for the referenced project site. This includes interfacing with the United States Army Corps of Engineers and the North Carolina Departr~aent of Natural Resources. L ~~~~~ ~ // d Date Please contact me if you have any questions or require additional explanation. Thank Leonard S. Rindner, PWS Environmental Planning Consultant Profession Wetland Scientist "oy 7 4 Z 485 A s F s ~©T , ~ PL~~N MCKEE ROAD 5 O o G° ~ ~ `~ ~ ~ o o ~ ~~ i CHESTNUT LN ~ Q ~ o ~'v' ~ ~ q p4 34zp VICINITY MAP N.T.s. } ~ ~ .~ ~ ^ 1 35.0681° N, 80.7010 ° W (NAD27) SCALE =1:24,000 AUSTIN VILLAGE PHASE III USGS Matthews (NC) Quadrangle Projection is UTM Zone 17 NAD83 Datum HUC = 03040202 APPROXIMATE SITE LOCATION 1 .e ' ~' ~ ' ~.. ~ J ,,.fir ( i7 i I , r d~ ~_ __ .~.,~-* - ~-i }~,i ^"' r....:,.:} -. ~,,.~, r i J - ~ * i. ~~ .~4 - ~' fi , rF r_ ,. r r ~^ ,5~. ~ r r .~ ~" { ~i k ( I ~..~`r --; ,r ~ ~~ _ p -~'~• 15 I ~ /;r - ~I f ~~ 5 - r r- . ~.~.._. I_ h _: r -~.. -. J1r St ~r r ~ ,._.---'• 5ti ~ ; r p„' it ~ y '+ ;,;. '~ ~' l ' .^' ~~ 1 ~ ~fF - /x ~4 P ~"~ ,4 ~~_~r• • ~~ '~_.! ;i 11~ j~ l~• i ~'r ~i~~ti r~. f~ 'r ~r~. t r' r r ~ S~. ~ t f ~ L s%~r ti: '! ~~ I (I I~ " `•yh • } J''~-. r ~ i I ~ I`. I err 'r~l! I. 1, ~ ~°t~ 'i ~ ~'~'~~'7~"' T~'~ r i ~r1"~ jl _, I~. ~ Irr ^. I~ ~~ !~~ • +.•' ~ 5 r~-y .''~ 1i t1 I~~;~ ~ '' t 1\. ? 1'I r't Y~L.~.-' 1r~'~~ .i'1 ,'^ir `.. _ o~ ~ ki~•, !~. llf r5.. s~ 1C'r ~~~ t• ~ ~~:.t _ 35.0681° N, 80.7010 ° W (NAD27) SCALE = 1:48,000 AUSTIN VILLAGE PHASE III USGS Matthews (NC) Quadrangle Projection is UTM Zone 17 NAD83 Datum HUC = 03040202 APPROXIMATE SITE LOCATION Soil Map-Union County, North Carolina (AUSTIN VILLAGE PHASE III) ~~ ~ Natural Resources Web Soil Survey 2.0 12/14/2007 Conservation Service National Cooperative Soil Survey Page 1 of 3 N Meters A 0 50 100 200 300 Feet 0 200 400 800 1,200 Soil. Map-Union County, North Carolina AUSTIN VILLAGE PHASE III Map Unit Legend Union County, North Carolina (NC179) Map Un1t Symbol 'Map Unit Name;:. - Acres in A01 Percent of AOI CeB2 Cecil grevelly sandy clay loam, 8.2 16.0°,6 2 to 8 percent slopes, eroded Cm8 Cid channery sift loam, 1 to 5 2.8 5.6°,6 percent slopes - - _ - --- He8 Helena fine sandy loam, 2 to 8 .20.8 40.8°~ percent slopes Tb62 Tatum gravelly silty clay loam, 2 19.1 37.5°,6 to 8 percent slopes, eroded Totals for Area of Interest (AOI) 51.0 l 100.0°,6 Natural Resources Web Soil Survey 2.0 12/14/2007 Conservation Service National Cooperative Soil Survey Page 3 of 3 •i vwium uu+NO* DMwN ro ~ ,tie n.~. "'r'Pa~ ~'N"'. ~~. ~ . lE[3F.NEY. .... EE.~ 1(1 C CCCC]]]] a ~ I ~) ~ ! ~ ~_ ~~ r : ¢ ~ ~, ; h ~,~ g ~ I -I ~.--~'.Q~~i w~• t ~ -~ ,ee _ ^.-._, . 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OR 1'9Gb 1CPG5 RE. ~ ' V15tON5 'DPOGRAPmf.AL SLRlEi P4E'MED fC?- s ~~` '~'"' ~~~: ~ CAOSLAND ''a. i ruw a ~ `=n.~i.`.~m.~"a.+... ter. °' w~°'~^~'~ ^S-~ raw^ ~ ~ c $"'r°°w~ry ~ wSL"'yr d'~'~ $ q.3. PMARR 6 A.SSOGIATE9ryP.A v ~ * f.~r.'r'w~d~~i ~miw~f ~atoliA~ vx6ww~ y ~~ ~\~J s~w`e :nt Ni ~ie. m~-iw V APPROXIMATE MAP -WATERS OF THE US *FOR SURVEY AND STUDY PURPOSES ONLY SUBIECT TO USA.C.E. VERIFlCATION /. {: }':::- •. ~,'. AUSTIN VILLAGE PHASE III JURISDICTIONAL WATERS OF THE U.S. 12-14-07 ~m -N- r° CURVE TABLE CURVE RADIUB ARC BEARING CHORD Ct 141 75' 46.28' N 3T30'S4" E 46.08' C2 99.50' 79.30 N 60'0719 E 39.05' C4 49.50' 73.61' S 09'56'33 W 32.97' CS 14.50 22,77 5 74'22'29' W 20.50' C6 64.50 66.37 5 69'52'31" W fi3.46' LINE TABLE LINE BEARING DISTANCE Lt N 61'43'21" E 7.50 L2 N ST54'13" E 7,42 LJ 5 07'02'50" E 10.33' L4 N 60'36'17' W 44.61' LS N 29'1706 E 79.00 L6 N 60'3a'bfi" W 14.fi4' L7 S 60'2349 W 4,56 L6 N 29'17'06 E 24.90' L9 N 74'41'04" E 76.44' L10 N 74'48'49" E 81.49' Lit S 0T02'S0" E 4.71' L12 S 13'26'77" E 34.69' ~ PART OF w e+pv n n • ' ' I nAy I ~ 9R jy621 T' ~~ N ° AUSTINPRCPERTIES,LLC DB 1341-558 ~~ wls 1s sea S1 13.39 7 v °"~ ~ 6DQ i~x 46 54'41" E 254 4 ID: 07-147-130 h rRACTB ~ O~ ~" 1P NOT DRAWN T SCALE . 5 ~ t9J , AUSTIN PROPERTIES, LLC ~ ~ (~ DB 1741-558 ID: 07-147-130 I /\~ 1 ~ IN 1~ 'I A ~ 29°2 ~3"W r. DE I S 4 ~ JURISDICTION41 WEfLaND , ..... /J } _ AS { 1 , O (FlAG6 CI-C12) >F X42 '. 1 Q~ (~ AAEA C4666 SO.Ff. -'. * wA6 AI W W1p ;~3~ a C5 __ _.- - W} C6 X4 _- - -------- __ C7 N. 46 -- - ~ w'' C2 ,A 9 _ _ _ ~ 1 w27 A7 AB JUR1901CIIONAL wETUND 2 W2 D `~~ '` ~S ,N 6 B2 (PUGS AI-AB) AREA _ W\ ~T,E~ - D2 LWEAF(A) TL~p C' ' 2~ (~ g0.EECHl T /~ M N 4 ; Ci 17 \01~~~~ ", B3 'W Ep ~ E'~ 0(tc ~ -' 434 SO.Fi. `~/ 20P INEP0. fEE _ _ -![9 _ -_ !2 •'~t _____•- `11 ~ U`~. =__C14 W,6 9 N TRACTA ca c1D 9p PART OF AUSTIN PROPERTIES, LLC DB 1341-558 ID: 07-147-130 WETLAND CERTIFICATION THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF JURISDICTION OF SECTION 4D4 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS a CHANGE IN THE LAW Of OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE (5) YEARS FROM THI$ DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL. NAME: 80 40 0 40 80 SCALE IN FEET 1 " = 40' (SIGNED BY U.S. ARMY CORPS OF ENGINEERS) FLOOD CERTIFICATION TfILE: THI$ I$ TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON DATE: M4p5 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED I Y 1994. COMM. PANEL N0: 3717900080 C. THIS IS TO CERTIFY THAT ON THE _______?6TH __ DAY OF __________LULY-_--_ Y0 __ OS pN ACTUAL SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 (27 NCAC 56) AND THE RATIO OF PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. SIGNED REVISIONS ~6~D6WAT6tDFE- 45 - TO RNSf DANM - TO CWNGE PROPOSEf i%io%o> - noortiwia ~aoAD roPo 1/n/w - ADDmpNx RoAp roPo 3/7/07 - ilE TO GRID (NW 0.S) 4/20/ROY - RDDRIONAL tOPO ALONG pPOSED SEWER ROLRE 5/2 A07 - ADDRIONAL PNYSIUL LOUTION 13/D QOG PRREPoNSFDPRDPERTY~NES 1/03%OT -400 wETVND6 KD ND IND WETLAND DELINEATION MAP FOR: CROSLAND 1200 CHESTNUT LANE TOWN OF INDIAN TRAIL, UNION COUNTY, NC DEED REFERENCE: DB 1341-558 TA% PARCEL: 07-147-130 E. R.B. PHARR 8E ASSOCIATES, P.A. SURVEYING & MAPPING 241 POST OFFICE DR., UNIT A-2 INDIAN TRAIL, N.C. 28079 TEL. (704) 821-4029 ~ +h E: DATE: FILE N0. IT- 143 1 "= 40' JULY 26, 2005 JOB N0. 72554 N ~ A '' \ ~ - ~ ~, ti ~~ _, `~ '. ~ ~, 10~ MS. 4 ~ _C r ~ \' -~ F ~ ~\ ~~ i ' - - ~~~ ~> ` ~bt+s8 6a i ~'~, ~ iti ncaes- .c' - __ ~~ '.S ~n~~lFaaPSa ~ ~ a ~~ n~ { t, ,, F _.. - _ ~,.,~ `ter ~ . ~ .-+" ,' ____ ~~,. . ~ ~, __--., ~, e q ~ ~ ~ rsE~ . ~ -_ to '~ ~---~ . ~= s ' ~ ti, .'" ',_1 35N1 ,~~~~ ~' c„c ~F - j ~ ~ ~ u_ ~ -538 ~ .. _ D ~ :3G rr ~ e e r ~ ~ ~ V ~i ', ~ ~ ~ ®=fir '~' '~ L i ,. •a ~, _ - - o ~~~ ~~` ~~ ~ _ r .1 = _ ,~ ~, ~-- _ __ ' -f ~ ~ t~, ~z i --' ~ r'+°_- -_ ~ ~~ c f-~~ - i, .~ ~ ~~ i ~~ ~ r ~~ 5 ~ K i. i '~ - 1 ~~ _ Y,. a \ ~ ~~~ '~A 8 5~' -r C? '. - '.fu<a A RES ~ ~ ~i ~ ~ i as ~ ~~. ~ ~ ~ ~~~ i i .' ' ' ~` - '~= „ . ,, .~ ~- :~ .a ~ _ ~~ ---- -' ~.__, ' ~ I ... -, ~ ~ . "~ ~ .. ~~ ., . ~ - -,.. ;_ L'4~'. t,~,.~~ u -- . r~ - r- '~ ~ - ;~t.r. - ~ vii ~ ~ ~ h, ~e-~e ess ~ 4e ~~ a - ~ #~~ V1CNfil' MAP u*a 1. BURLEY DBCLM.Bi ~ ~ ~ LECB~D ~u A . ~ ~ma , ~ M.a ~~ € ~ ~ ~~ -~- `~ I ~ .,bK ~a ,~, _,_ I ~ ~ f I 1 %~ '- oaeounoN R.,w No1Fe ~ - M a n~ eee.ars .w vmnn.r cwi..nu . n m..x ... I ~' ~1~ - os®r.a w.i mr.m w~.~~.um riwM ..roa ~ ~~ . _ .. ,~ „~~..a . o~..Ra. ~., ,a ,..~~... w...m ... ~ m.,.d ~~,. R.b.~. o- .~~u I ~ - -- .. ~..~a .... ~...a ... ~~ a ..,w.,a .,...,. ~' ,'`C*)' .u.v.aw~w N~.o~ Mmoax a~..wia.oo.N w..®.. a i - ~ ~ C/~ ~-- i ' ~ _. I I~~F_ ~- ~ __ f .r ~:. '~ ~ ~ ~fa' I V~ io: '~ `~ ~ r ~, -~%~ `~ i ` __ -. _ o~ ~:~ AUSTIN VILLAGE PHASE III ndW me Nome aroiw Leon DEMOLITION PLAN -- AoJKt MO. .1JE! Wind Wvlad Oyu 1~ ~(;w,: .~ wa, 4~ ~_~ ~~ N ,•.~ ~. CV1.0 ~`, ~ ~ ~~ , I ~, ,~ ~;~ ,- it ~I / .•~~ A / , ~` I ~~~~. Y' ~.. NNM l4l®1 ~~ I ~ ~:' ~~ I ~ i ~i /~ . I I I M' I ~ I~ _ ~ \ 1 ', I I i .. ,' ~ pEc-. c; DA 3<t ;! IC \~ „~. ~ ~ i ~~i~ NCNfiY W1P Nra® &7fiVEY DIBCLAMER l~ r~~ ~%__ a VILLAGE PHASE III 6Wgn Trd Nohh hrdYu 7lOTB TRUCK ACCESSIBILITY PLAN...:: ~~ >w w~~a. R~Nad ~ eu+~ .e .,~. cew+. AaPt' j, t'~~H:i':, ~PU~T== DB 5109-348 Id 07-14'-1308 ~yr'.R 8~ 4 ~w'. 9~~ '_ .. I I ~ .':.. 09 t\ i i `\.. ,..~ ~. f0 b W \rVZ. l ~ u~ ,. ~ m ~ ,.,oN® I i ,. ~~ i ~ 1~' ~~ r ~lii ,<._,P ,~ • ~ gg w ~ ~, _~• '~ .n o<.~,.~ I ~ yy/ .~~,~ :~ ,~1 ~\ ~~\, ~~, y~~ sua~r oecw~ '~ 1 .,~ma agog ~~~ ~ ' ` . 1 I 1 v I y . ma ~aF'+.. 0° . ~ ! `-~.. ~ +I ,r~_ -~~.~... -i _ i ~, ~ TO &-ffT CV4.0 FOR 6iOBION COMROI. NOTF9 MD CX71J6IAUCTION .~.... 8EdlBJCE. .rva C~__ , ~ ... .~iMt 1131107(` ~$-: ~rna~ or~~ VILLAGE PHASE III InObn TN Norm Grolna 11071 EROSION CONTROL STAGE Z Pre~wt Na 7>~ WueE /~ mw.-iv.®. m.w. ® w~-~v axmwens ® mime-vowwwe,n ~.,~_ ~- t,~ .r ' _WS, ~ ~ oe mo<. IC G7-14 ~. .. ., sM.am ~. L ~....arno. wA p® CV4.1 -n -~ n ':~ ,~® -. ~\ - 1 ( t ` C -c., "`"-4 ~ ~ ~ i ~ ~ NIP. ~ ,fl ~ ~' 4 N 484~3C US_ ~ ' ' r - , LIMIT ENUD '. - ~ 1. ~ .~SF E f.4 ~Q _~.~s ~ jtf * ~/fi ~ E AREA , Itl~`ALL..PERMANENT OUTLET $1RUCIllRE AS PART OF ~~ ~ - *. ~ r ~ ~ ~ w t~ib `'~ ~ I „i-- ~ Tt :, r I ~~ •"'~~ ~o. i ~ ' ., - EROSION CON'R20L 'MEASURES ~ I ~` '' _ ~ ~ ~ ~ ~ _ ~~ ~ - _ • ~: ~ ~ ~` I i ~ 1 , i ~ `j ,. ~ t DOU9lE ROw SILT FENCE ~ ~ ~ T`~ i . " ~` - , . ~ ,~ r 4,~O~~J ^ . r __ >t y e ~ ~~ '' .. . -, 1 , ~ .DO ~ I ~, ,, ,~ ~~ ~ ~ ~>~ ' R t 684.09- ' { ~ "~z ~`~` , , ` ~ ` ` - ` s +' ~. 1 ~ / ` \ \ ,; , `~. , ' ~ AINACaE AREA ~F1 ~ ` , f,,,~' :• ~ ~, , ,`~. , 1 ~ DR GE AREA; 26.98 AC y, ~ AREA: 15.99 AC r q ~ , t '`°~ ~ I ~ ~. ,' a; - BA N ~~ ~MMERTYPE ` \ ~~, ` ~`~~ ~ ~ _ ~ . `~~ , ~ ; i ti ~ ~ - , _ BTM: 684 (222'x65') ~' , r , . , ` O "' ~f ~ _„ ` ,~\ ~~ , CREST(SA)....692.0 (~?~44'x74') `'. ,, ' `~~ "~ ' ~. ~ ' ~~ ` . TOP: 695.5(}; ~ ~., _ ~ :. ~ ~ 1 ~ ~ , ~. y ~ r USE 8" DIAM. FAIRCLOTH`SKIMMER ~~ ~ ~ ~ '~` \ ~ WITH 7" _ORIFICE. ~. ~ ~;, ~ \~~''~~ ~\\ _ - -_ _-. _ SURFACE AREA REQUIREfl: 30~~75 SF ~~~~ SURFACE AREA PROVIDED:. 56,x.57 5~ , ~`\ 3 ~ ~ ~ - GON1RACyTOR Tti, - -- -- -_ ~ ~~ - - ~ , \ ___ .~ ~,. ~ INSiAIi PERMANENT WTLET ~. I '~ ~~~ a ,STRUCNRE AS PART OF 1 ~ ~IP CAP APRON--~_._l r "~E aF ~' i~ Za,~ ~,W ~` - - ~ - EROSION, CONTROL`MEASURES ~ 1 ' ` ` I ~ , . ~ ~ ~ i' , ... `~ DOUBLE ROW ~ -'DRAINAGE AREA X14 SILT FENCE \ , ~ ~'_ / ._7 .~: ~ ~'~ ' ~ f DRAINAGE AR~A: 1'7.96 AC ( I - ~ ~' " ~ > DISTUR~EQ AREA: 15,~-~9 AC ~ ~ " ~ ~ -~`~ ~ ~ BASIN Ikt~ SIMMER TYPE ~ -- ~ BTM; 684 (22~~x65') ~ ~ ~ _ ~ i i ~- - CRFST(5A): 92.0 `{244'x74') ~ ~ ~ ' - TOP: 695.5 `~ ~i ~~ , ~~ USA 8" DIAM. FAIRCLd,TH 54CIMMER IFf`- ~~ - WITki 6.5" 0~21FICE I' ~- DT'L 17/CV'7.4 "' SUfkFACE Af~EA REQUIREQ: 20,475. SF - ~, ~ SU~2FACE AREA PROVIDEQ: 38,294 ,SF ~ ` " UNE CHANNEL_e.NL{ DROP INTO BASIN PATH NORAMERICAN ~ ' - GR~EIi 0350 OR PROVED-~ k OTHER PER MANU ,ACTURER'S :. i`. .C"`. / / - ~_-_„ -~ -~ I REQOMMENDATION~ ANO SP gfICATIONS. 4.< x* :. / / . ,^ lull , I I r~ ~ I a ~ ~~ ~ - ~ I ~r '- - ~ ~ ~ %` ~,. - / ! ~ ~ ~. ~ _ ~~~ ~ \ 1~F'' _.~ ~~ ~ \ ,~ \J r ~ UNr a. ~ ~~ iJ~ +` ~~ F ~ y ~ ~ + J `~ J/ 11 .` i ...-._-LIMIT 0~ pEwU AREA TY~ r" l i ~ ,i ~ fl % ~ 1 ~\ ~`. I \ o ~,~I` { , \ 1 ~~ +, ~," ~ 1 ~ o` P ~1 ,~ r I S '. \ t 1 i ,i ,` ~ ` \ '~ , ~~ - ~ ems- \~-"~ ~ ~'. ~ w p ~ '~, '~ s` '~~ ®~,„~...n,m.~ ~ --saw ....~ wwo+~pp+m ta., anrryim nu.~iTMwu R~ ~ O,4/\J ~~ ~wr nnoaiwu~v"m.++~ m,,.,w i',.",: "m'""''n.:,.1°m: ~. ninon Sao. e~«n+...~.:.~ro °..°O••rom"~..m um. a~ aX0°o.o 'o v a um a am. ow.w xi,o u'~"o.iio a'a io-a ®" ~iv~V wu~~o~mn ~ ~o ~a..ua ~~« r s~au ® . a-a~YU anti-aivu p .. ~ ,~.mwm_wat ® .vo~w~,~.me.«,,.a ~LON lT1M JNNro13H pmM .~..~~. ,~.~... ,...a.,..uw r,~mWSnb~~„ Ned 3JdNItR1a ~~ ~ ~~; ~~ ~ , -,- r~,n.o.w.~ !COAL e41ae~ 4ueN Sul egP4 ~~. .... b,~®.e.,~ 1113SdHd _,_ n„„,,,,~~„~ 3'Jf/l~lA Nlisnd _,_ .~..~ - ~ ~°~'~ pu~isoa~ , ~~ ~ Q8Y]l • ~ k9YIV'IJ814 J.3AFiI18 *ar dVW A1N.71A Y ~ Y ^ ii 1L +~ mw =~s- 7 BC I ~. , ~~~ "T ~` i ~_~.~~` tl3tit3d ~~,- _` 3 _~ . _ I ,__ _ . _ i 1+f • .nJ ~' ... ~~~ ~~ ~ ' ' ~ , , __ ~ 1 - ~ ~, ,. ,` ~::,. `~ F - ~ ~ __7 ,, -~ ,. _ . r i'~.~` [~ __ , ', ~ - ~ ! ~---- ~`_ ' , :' /~. ~' f ~`~~ -CONNEG~ ROOF DRAINAGE TD SITE STORM DRAINAGE-" SYSTEM. AS 1NDICATm-(TW.) rr ~ t t It - CQLLECIION PIPE TD BE 3LF BELOW FFE O 0.50% (TYP) ~ ' , 1 ~(~ r I', `` , rI~N i ~~:hCUUI.t `Y*,n # ,,: 64~:.~ h;~.6'E ~r TNNIti~L NP,NE Si E ~T - t.CTES TREES LE 28 LACEBARK ELV JLMLE 'aRVIFCLLA 'EIDER II ALLEE~ 5-3';:AL 'C-17' HT. 9&fl A.I. SPECIAEv NA7f'.HEJ 3p og c4~iLIt.ET',9h CAK Qu ER CUS LAUFIFCLIA -?..5'CaL. B6-E A.I. SPEgMEv 'C!aRLINGTGI4' i:'-t4' HT. MATCHE-.^. ER 4' EASTERN RE ~3UC ~ERCIS CANAOEN515 3"CAL Bda6 A.I. 15-20' HT Ea ~ WG~a E.acTEF~~ THL.:A CCi_IDENTALIS '_-3"CAL. 6&B A.I SPE~ME:J a ~BCR V9TAE ~Niv'=~ 1`_--'-2G' HT. MATCHED .4HRUBS ^B 385 CwA,F B.1RF?FD ILEx BURFOF.91 ?-6' HT. Ccx.T 4' QC. SFEgME4 MOLLY 'VANa' MATCHED 'CE .. NEN' ENGLAhC ASTER hCVA 3 CAL CONT A.I. ac1E? a"~GLICAE WATER QUALITY BA9GJ~ LITTORAL SHELF (850 TOTAL LF) ;vN Ts:T:=L~ ~ E CCVk•:?tt >dab1E BpTa.nICAL 'Js.!dE SIDE FtrvT SFar''~ .;~ LF :;a <.a.4 ., AREGtti FELTANDRA QUART 74' .~ ABUM s'IRGINICA EF i[& 15 BLUE FLAG IRIS QUART 't4' CC IRIS v1RGINl;:A ~~ t45 1? CJGK SAGITTAR7q GUA?T 24" OC F.OTATv LATIFGLIA LT i°1 3~ LIZARD'S SAURURLS 4U ART i4' GC TP.IL CERNlfJS !'k F,an g,-: PICK ERELWEE~ FONTEDEs1A Gu_'ART <4' OC CORDATA SF ?B? « 4RIEGA TEC A,,^,GR:.iS CLAML!S QUART 24' OC >wEETFLAG '•,+gRIEGATJS' .:'. _.~ 3' ELUNT ELEGCH A~.:IS QUART 'L 4' OC 5?Ik:ER'JSH OETI;Sa ...~ 7.-.4 i4 S4LL:;'~. ;;A~{Ek CN.1aHT 24' CC SEDGE L.JRICA T`. 5~3 55 T,;SSU~K CARER ST~2ICTA OIiART 24' OC `-:ED.;E 'Bi'KLES GOL'Eti' (3Fi0UNDCOVEFiS L5 3,49' BIG 9LCE LIRIDPE NUSCARI GAL CONT. ti' CC S ESIMEN LI>'TI[JFE ~IG OLvE MAT: HED SEEC 26','.88 5F. - 'OOl EDGE f a LffTORU\L SHELF LAYOUT -N.T.S. - ~ ~ G +"" r?P.Efnei nC'L~~ RIME nNG NVG' ~ ~ ~$ 1 '=Tnl'CRME F:TEV ~a 5i[s5 ~ REBnR m+_EEV ~ ~~-,, T vxEC.atts frryCT xEti tFFO T ra lnlESi Ai1N r-;t>e`Fae Rv ' ~ ~rtV ~"-~ Px~iir _ .u~" ._ _j~ F ~ ! ~ ~-- ' ~~\ }j~M55 11 ~~ ~ ~ J2 \..~ ~ ~ qCV ~ j ~.- ~~ TJ ?E]NFORCG CtYlCitEiE WATER ANU NASTE TEP STR,.CitMES.' 1 CgKMETE NFE SNKL xnYE '0' RING SEM.S TER ,~5'~ pE y Hu~T~n i. ~~gCt~pIILpR~~Jq,FO~~M M TC (~E,S9FJIID ,~`~~ 4 IRpa~ BY~tf/E ENCbEER~ RFaS a!~? 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EtFV: 1 • ' ..-. <so•cwrsB ` ~ ~ d i ---~ aatusT ~-ah-o-s T~cn to~urniE m <-a' :: sT,ucrw.~ N e Bn m RENhEA9.E N~+ ~ fEy aT csT TREnf11 Ta E+TENLt •afoss mE Fp,'NCanw a->s~.:-a~ n=B swEa, ~-~' ~-.^RIJNP~a sarv~ie~uNC~~wI~-~ ~ ;:kenun ro nc ecNiea uNC ~w~ ~s nc ,&TwcNTs wAT>~t o~Ai.m Pore otritEr STRUCTURE oS-c2 KTa'`18 .R Fl ,, ~ Rw P,ao BCTM _~ I ~•-. nN0 WEIi ~ _ TOV ;s FcRr ,a• r Imw ~ ~ ,~ ~ i _~, 54 ~.__ Y re w£w PExuwENi rv~-~-~ .`' L i FEfeIIHOIi POUL_ ~ TcF" GF W'EFt 1 L ~~(/~~\~\ ~ +- \\ > -~ 4 ~ ~- t'-0' nBOK fCKBAT BC•iTON! 4~y ~"I SufiABLE BACxFlIL ua.TETNAL m ORFT2 4 '~V ~ \ B OJK 4FR®A Dnnh MRN 9JG~T5iLJ vALK 0 ` x AP'E NA. ) 9Fb o REJ4 nn!` MFW DfTNi M~^ ~ ~ ) NaMTCia Z nCCE55 p,~TtE7 SiquCTJRE Wnl mASN-• NN S1CYAn'M nt'Ta5 1-^• uln R.rP. 3~ MN. PREEEC T FRGN \ Q' FREE Bpaaw' iCW P.•~ fl4 ^ 5G rEN= EvEN' 5 k 3CR 11110Rn1 A8L)' N/ KTLnND- lT C1RFI(I. \ P4A'i4a'„ +O' Ma. WYJTN /1 4 \ STIYRAwa.T[R BPRAQ 1 tC WFJP 1w..5 ~ L.,cAna 1H5 ', ` ~ R6 RAP .. _. VN i>EPm \SOE EEE OETA:L " ) ~ MN FvgpOno . \EUB.arRtuCNI '~~TFYtiIRaRT ~Y~. oEnuafrE.1 v(kL ~, \ E f~ ~ _ 2' K nT-fLOata P.1C~ aRTI-SCE 11M5 > ( 'f~' - T s -~.. ' IRTOR SNFIF a ~~ 9 , CLNCY aSYIPa TON / ] - Wat SiaA ~ICP- ~ RlN' RO1T'L I '- •" ~ 1 ~ .. - ~'. .... ~ , FGRE4 D'EUN wM ~ / ~ ... • ~ > . `E[WDii FJRESAY- Ylt]151EC YALK S • iF C \ 9.0'E uIN V ~ ~ I GE ^TCiit[ LIY!'+ 511+11 BE RECUIati uaN POf2 WCTIE ICON dERGENCV ORM.v-' F EgSilaC SGLS A1E PEHYEaF1lE Ca' 1 ' ' ' ~ JAL IE. W E Wlm SUP;E Ga1E A aN Anoma+K AnK.rr3s u.lsT s[ ;cFFtaaF Few wn[r AND LxPTF s.HN117ID l0 KRFi TNai waTEP y~+ M IE ~L ':a1 H: uWial~ __ - vALK M e4RV1 G.5[ RtOP4 N ) BEST MANAQEMEM' PRACTICES (WET POND)DETALS Krs ~ ig ~ 15 ~ ~ ~ \ ~=- -~~~ ~ - _1~-- ~ ~ ~,: J r10 I ~ :'sT'4sw UNION COUNTY PUBLIC WORKS MONROE, NORTH CAROLINA AUSTIN VILLAGE I i ~~ .(_ - ~ .P. ~ ' ~ ~ ~ J `~ al`f~_ ,.~ ~ ~ I ^~ R~ ~ l~s ~ SUMMARY CF SANITARY SEWER AND WATER LINES SANITARY SEWER WATER (PUBLIC) WATER (PRIVATE) SIZE LENGTH SIZE LEN GT". SIZE LENGTH 8" 5,366 LF 8' 1,160 LF B" B~6 LF 6" BO LF 2" 1,770 LF TOTAL N0. O F MH: 62 DESIGN COMPANY: COLEJENEST & STONE, P.A. PLANS PREPARED BY: DTB, DJM, LPC ADDRESS: 200 SOUTH TRYON STREET, SUITE 1400, CHARLOTTE, NC 28202 PHONE: (704) 376-1555 FA%: (704) 376-7851 DATE DESIGN COMPLETED:09/24/07 SURVEY COMPANY: R.B. PHARR & ASSOSCIATES. P. A. SURVEYED BY: - ADDRESS: 241 POST OFFICE DRIVE, UNIT A-2, INDIAN TRAIL, NC 28079 PHONE: (70<) 821-a029 DATE SURVEY COMPLETED: - DEVELOPER: CROSLAND GROUP, INC. ADDRESS: 227 WEST TRADE STREET, CHARLOTTE, NC 282D2 PHONE: (704) 529-166 CONTRACTOR INSPECTOR. es loo ,, bci r, 'L J w~W a MCIEItt III[ '' I \xa wml ~ \~ ~ ice" r '~ / ~ ti o ~ "~ ", ` ' r ~~ ':~ i\ ~ ~ ` ~ .~~` LEQEND (WATER AND SANRARY SEWER) mien Dean wm»o ..nll xMx -r ~m=nx~~~~xEµox.~~ _,_ IwLSVYL vn1FB lME -/- ~BA.xx~N,~,e~x~e ,.,,~. xxCa05m swnurt ¢ea. <H[M.elxi -/- ~ ^~~ =,x~~,x. ~ x.x„o~ ~ . ,2 , SURVEY DI9000MER w n~x°Po ~ rmr ~ m ° o:i' i°s ~"a "` x ~ i ~ ~.°° I wudsn arwan _r- L-J u , m ~ v m.. i .c . WATER Dlei•TAI BUTION NOlE9 ~ ~~ x,ol.x. ,mil ~ y ~a W~ ~ TM~°°° ~~.""".o.'xmw''~x,,TMx°, o'..~xx .o" .~..~,.naw . ,~n.,a mroom a0x on c/cvs,o m i eu'i..m u u. a m ~ oawOB ne en!nxo nie: i~ 'rem a~inm~irt x x ®'~rmvxi 5 " °„E OENH9AL NOTES waxy ooa a mx:,.~ ,xE mro~: „',;,,• "" ,,~ ~ ~ • ~~na ~le x.,a.~ ,~ ., N .~xexxa , ~ 1 E ~~x ~~ ~ ~'~ g~ PIS ~ ~~,~ :~ ~:~ ~x~K~ As~l ~~~~ 6C/u ~ ~~w~ no'lm m`aimmuun~ax .°`°',o rc:n°v xu msnxo o e q YxMxpoh- TVAe] xPMC. NMxxn. °~ i~[%mr~ ~ ~i6M`ii `ae~xa~,ao mx ~ ~rumu ~cawcrnn ro ,o. TwRA srmlxs m S wm ox na BI¢ art awmn« wnnlm pew. ~.m,a ° vu~ ` w~..a "° ' " " q~~r.xrla~xx,~s lxlo.mm..,a.x ,l,:a NMI ~""µrn Want ~. a x,i Fiatizs-ssu x~.w`~ ~ a . ,a.:xm. c: .K ~~Ma aw°"„ ry ,wa: w INO:,xwxo+..au,laT x iS"am ~°xm . ,w Foi~x~ °L~}..xwa°i°.a °` "" i ,~ ..,,a xw w.LL .~ M:„~,m TMR.~ N.e+ ~ ~ w w,x n. o+~ M ~ ;~ ~.'~. s.`~,~~ma~,xE~, m ..moo.. ~,a ~~ ll°e lox lr wl,~~ ~M ~""l"ox° ~`~~ , us,.w,:.x. xm ~Ae~ xx„a e<..,a,aN .M:. °~~ _ w e x w ~.~.au. noxw w~oxo BANRARY St~MER NOTES ro ~oa,< u,a.~ ool~l .wxox. .I,x+.xero ~x:nxo MID ~ r rt u xewMm ~snx 1V,rnexs~ ~ u' ws oMMLL Wll ~ ux. ~ ~ 1 ~ fi MA~f~ m.~p 4'~ ~ M11(M 1Lx 1lE e113 lMwlex P¢An~f N nE Ax90ox119 plNx ¢ e W101 YKxllt~ 0 xwrtrav ~' ~nlaw0 •••-_ urz .oa.rlm wm nTM xnau.rexl wr ~ ~ ~` ~ ~ rw o >wc vwlml n wwc ue .w+ crniucrs TM n'rt n'i° u ~ r ~ ~ oxwoox: a. s•.a umuu we ro eE nn.Lm eT. own xo ~,a sulu ~~ ~ - - ,. _ ! . ~ ox w ~e ro i lsruiio :i vwl°`u'rx aaic"`'' rz xu. swnxxr ailw alai O6 Ow x luua onmll~ x0100 a TMe xwla I ~ ~ ~ ~ ~ FRE DEPARTlxB~IT CONNECTION ~ TOP .) NoTEs cF.D. I S c ~wut ~osex: x u~i ~.unxcv~r asx d~crlnln Ic~um a . 2 ) sl nx0 ow naT xOC ~ "0 l, CONSTRUCTION SHALL BE IN Era "% ~ ~ ~ ~ ~ ~.u.'p z c i;, ' ACCORDANCE WITH UNION COUNTY M0" ° PUBLIC WORKS STANDARD SPECIFICATIONS. , n v ~nw ro.ra xernox xrnm~ unxc .w .v.w~m x..m cTC.°.`wx w m° r"nc axe' ¢na~ "r1A618xa"e.`rn~a a na C~- r Crosland AUS I IN VILLAGE PHASE III Inden TAd NarO'l Grdro ]1010 WATER DISTitIBUT10~ AND SANITARY ., SEWER PLAN., COVE(t SHEET Pn11M Na ~~ IuuM 11rANd m .o/u/m uvwiavlM[ovxrxn ® ll/ioM xvx i¢vuxt mxxmx m M/lsim wsK r[Mx0 Ct~xx ® o]rp/Ca rcR Coax KwHm~3 ,tsl ASr H ~ARO~ oer~s7~,1y mimim 0 100 100 100 CV5.0 ma,e~xl.x. ww, 6 U'~ 4~ _, '~ - ~,_. - ~~~ ' j `~ . - ~y '. ' ° ' ' SAN. SWR ~~- EX. 8 V ~~,~.`,`~ ~ ~ \ \1 ~~ , -~~~a n . ~ 1 ~~ ~ 1 ~~~~ i ~-- h~ -°- - ~.-~--~° ~ t t l 1 1 1 1 ~+ 1 1, 300 ' 3a1 ' 302 303 304 ~ i ~ 1 .;~ -o as ixr s ~~ ` 298 1 299 - ~ _ ra Y ~ 2s7 ` `~ ~ a a ~ '~~SU°~~° ~ 295 r a: _ ~ L .---•_.I ` L epws caM>+~ I M 3A I ~x TRIBUTARY TO THE Y i MH 3 ~w wtis,~x ~„$, tl ~ ~ rl ~~~-'~ WEST FORK OF _ e ~~ a aNn tc+awct _ _---- - TWELVE MILE GREEK ~ ~ H ~ ,,, , `` --, ~o>~-cn MH w~tiER .qN~s+ ~ As MH MH 9 pIH 11 c~«es~ *a"~' MH 7 ~ 1 A 11 - ~ e m-eo.cs ~ ... +KOgo m w a ~ _. _ _ i I Sx~ Na ~ s ~ + ,ems - ~ - a _ `r artam eua a f Q , l c o~ ~ fS!-p1 Q t7-10-0]I ' ~ 4 324 1 /~ l 319 ~ 320 '~ 321 ~ ..- ~~ _j ____.-- 8` SAN. SWR ~~ ~~ ~~~ ~~ `~--..~---Y-~ [ ~ ,' ~ 1 ', ` 305 r eaoogi.wt onca~eNr , 1 308 307 ` ~_ ~ _ _ 313 J~ 1 309i,~-""` ,~ °i! 312 311 t 310 ~ _ _.__,__ _ _ _ -~ _- ~_ 10 MH tt1~ ~ aA ~~ FA151' ~ ~QRB~E~I(~ ' ~ ~ ROa-t J`~ ~ ! W-Y7-01! ~ 1~~ 1 t ` m C {{{I a""'~ :~~„ ~~ (~'rne l an r~ VILLAGE PHASE 111 Indm Tlpl NoM Groln~ 11078 WATER DISTRIBUTION AND SANITARY s~wcR ai eta ` i 1 - . ~ ~ . ,® .q ~ ~ ~ ; ~ E x - ~ ~ ~= „~ ' ~ w :s R DRIVE --~'--- °-- -- .i .._ _ -. -- ,v„- l-- ~ u,rnr ri ~ _ - ~1 ~,--." ~ a10016~.VBi 141Ai 4 M+~g1~n~" ~ .R~ /~ % ' ~ ~ ^~ v~ ,__..___ _1~~w 1^ n~aM w~ 1 \ ~ ~ fir q ` Gr~d~~1 ~/ii~ i `\ ` ~ ~ ~/ R/Hgtl i .~ w. i 1 ~ 1 mrws.~n .: y_ ~' v n ~ ~ ~~~ _./ d° i~~~ ~ ~ / ~(` a E e: ~... n ®nro.rv. xe~ ~.uw.csm.. n . _.. / ..... ' ' 1 ' ., i°, vw \ ~ - !!' / \. \ o--,._,. / ®mmia u~cavi¢auawrs naom~an° i~ / is ~ asraw ~~~ ~ ~~ - ~ ° `+F ~' ~ ~ 1 ~ ,. ux~,s. _ ~.~ ~ i .-~"~~.'~e u ~_ ~~y . 1 `~ ~' ~ ib p sees „~-~ ~1, --~ ~ / v~ / s~o ° rm ~ ~'Cy~9~ mwts K \' _ rC~~~~~- - ~' --- -- r '~ ,,,,~ ~ .1 ~ 1 Aluq wrtwrc~ w~\ i (\ C ~ \ 1 -~~~ a_mwr n~rca~ ~ \ - ~ ~ 9~. ~ .~°`~` ~ ~ -~ - ~ s ` ~/ ~ `~/ ~ m / / I \ ~W~M! ~YIIL\ -/ / ~b1~1 ~ ~ ~ {~. ~ SIN 11110 r: / / s - ~cr v v i 14\\s\nirnl a ~In1 / _ _ . /•f \\ ~ V j' ~ `~F ` ~ ~. / ' i • ~ /' ` / i ~ \ i l /~ ~ /~ ~\ ~ ~® / 0 q t0 q .~:~ =sr ~~fbR~~ =gr ~~~ ~ D ~ro 0WL1: t+eryGt l IClA211® 0 q '0 q CV5.1 ~.~ d~~ „1~~~>w. u.v.:.m.r~mn®e, 10+00 11+00 12+00 -j I t I ._ _- 1 .~- - r 14+00 15+00 1fi+00 17+00 18+00 zo+oo 21+00 0 ~~ ..~.,w..~~-:.. Crosland AUSTIN VILLAGE PHASE III mae~ rrw North Grolnn 11071 r--, t t - ~ - --1 _~- 1 __~- 1 ~ a I ,_ _ `~__~-I-- 1 u, t I 1 ~ ~_~ .. 1 a 1 m r ~-'"~ _.._ 1 1-~'~vraillwrv 1 ': I rwtbi aw _ .. , ~~ ~ n.ar - 1 rmol ~ ~ s~ 11 ~nZi /'~ ~°°u°w r~°~w°~'~ n, t d t ~ ~l~ 1 >,/ d k~ f~~s~ _/. \~ 1 ._--''' ulr I tl ' ~_ J n raa rae 1 . _ ri ~ -.+~ t .. _ _ _ \ 4 .~1J psr n~ol nlovwrt m x _ --`( ~ ~'Q'Pk _ _ _ - y > 4r~1 \ imirc v "~c °~®`~~ ~ - _ =11m"_, - -- m iol~,w 1 _ _l ---r ~ ~ ~~ ~ ~~w»~ ~ e ~m vul wi. y~ia 1 ~.. ~- ~ ~ m~"r~n ~ ~, wwvr_ne ~~, ~ ~~~Gz / i~ ~o`u° ,-~__ ~ ~ I ~ _~ __~ _ _ _ -_ g„__,,. ~ m.m~.. m+l.clul r~l~b ,lia~~ \ i ~. ~ -.n -1 '" °'°M°uM _~ Lr ~_~~ ~ .o I d!~ '°'%' - --ni tom- - 1 ;~ V a ""wr 1 rvx ~ t .-pgrr~ia~ C l ~p ~. 1 ~ ~. t 'l1l ,c.' a e.~wl I ~~- ~~ fpRA6 io`~M ~rarr aum a etod w~asi __~, °~ I ~ ~~ _ _.--- 1 ~ t __-- --; -- ---~ ~ I ~~ ----- ~ __ __-- ~ ____ t - ~~~, _~r a•n .° " l 1. _ _ ~- _ tI ._--~1 t 1 . ,i i i rr rime ~ ~- - I soli A o: ilw0 ~ ` N Ito loR NnluAllul owl ~ / r IaR 4ofCll • nonneo ~ ~ mro w I 1~ e[y~Am _~ I 1 I~ 0~i0 Ib ~ ~ I ~ t POND I a ~ ~.a+> I i ..,..* t . ~ ~.`""`~lr .r.m.l.:~ ~ t t t``\ ~ ~~, ~~5E7ri, 3'~.Sn°° .d..a .ral ~'! ~. t - A. ~V9r.~ ~ -~-~ ~ ~ ~ ~ ~ >w ~ ------ ~_ WATER DISTRIBUTION AND SANITARY SEWER PLAN ~~ 1>a1 a.wn m+ u . al.v+rs ® a~a.iae roue v.uew cwuwn Q m/n/oe wwco.. n ® m/m/m rtre my ~, „ ~,;o~. g ,` 1C~Ll: 1® ICAI2i1 />ow cvs.z ..~.~~~..:o 1~.~ r:~® ~~ .e~:~:.~..., C~- ,~ __, h_ , / / I ~ ~ / 1 ~ ' ~~ - m. wsi POND _ ~.- ~ 1 ~ '/\\ `v ~a vn`.~a~° l 1 \ \ \ \ \ \\ / NO M - / ~ I IO1/~ '(C .YO1 IW m N / ` I~!/ ~/ A t ~ x®m ~......------__ \ ` \~ . _ ~~ ~ \ .cM IIO 11V! I _ ~ W ~ ~ / . mli® ` / '""~ ~,k ~ ' Rh f~~eNA \ \ ~~p~a ~~tw g u~t a~ ~ ~ .+ _~e ~~~4VJ ' /' ~X ' \ W V. w~/ F ` ~ I \ ((y~~amn~Yy 1 ~nldrt ~ _ \ ~ ~ w a"` ~ a n i ~ ~ a~ ~m ~ . Q ~. CC.°.,.dw ~,,, ,,,,, '°°'m ~...m _ i ~ ~ / / \ \ \ ! h ~1~ Y ~ ~ RM fOrOM ~~ ,6 _ ~ ~ \ 0 / / ~ ~ 'Y ! ~ i~i ~[ rt~ Y tcutn r.w ~t / f va~AU~ PHASE III Ialnn TtY Nash Gminn 1107! WATER DISTRIBliTION AND SANITARY SEWER PLAN n ` ~ ~, 9 gwnd i~ Nn+InnE Q ioyin~ uax ~ ri cawuwn ® mpap wWC wcawc couuun ® m/ti/u w~ c0~~pn Q m/mN RA caa ~COUileLwrs HARRIS TEETER lae,soo sFl ~ CAROB ~~ 'P~ 1 s~ ~} 9~``eiMj~ Bey o.~ /IDM ~~ o w w b \ ~ CV5.3 n.~ ~ Nia4iwi „. e. ~......,... ~~ Crosland _ ,,~ ~ \ 374.~95 /~ ~ \ ~ OMw ~y .r. :.. ::- i ~' (7QIE4~PLE/~iSANT~ ~ NCGS 'PLEASANY 1 1 ~ / / ~ ~ ~erw b t~ \ \ ~~ f'~ ~ 1 ~ t~~ \ NA4B9960.4777' ~ rA~°'16 ~ w ~mervan ~~ ~ E 1499867.2827 i / raNra er ar is rn w~>a awnr rc'c ro ~ \ ~ ~~~ '1~ ~~ NGW 29 '_ __. ~~'~ rt ~ ~ ~ ~~~ ~~ ~~ ~ ~nur E1779.33' ~ f -~ a~mr ~° ~~ ~1 ~ `1 `r oso ,...r.r so r ~ 'van IL I ~ ~ ~\ / / WJlLemeF 1 `~ 1 ~ OeiK ~ , _ ~ aln .rose ,.. t I ~ / -~' ~~ . ~ 4r nY Ilia 4i~lA~Yar ie eu~owo.. "u~.''rt rose ~ aw rt ~ •• ~ ~ i w. ~ ur nr r RE'l.89 ~ a (M.1 Y at ea ~ r'~U'dle ~ I r~ . _ ~ ~ ' ~ u i sr .r so >~. arw ss01.~ i ~m'~sors °' i~at se r ~° e 4, ~ , g ~ ~ `! ~ c \ \ ~ i raw as ur. n'~°"'w o.w.a ~ a vas rv +r..a~i.o - e arwv"a'ic :. ~ ` / R _ M1 ! ( I ~ / 1 rtM FIAIlR 1[!?T91 ~ elo . amm IMbm lFl ~.>u~ ~` _ rts ~ r M _ .. I ~ ' ~ ' ~ G~ r o ~ ^m., ~r w~ eur A s ~ ~ ~ ~~ I p .. 40.01AC {I (49s BPl I AUSTIN VILLAGE PHASE III mu.a r~Ml NoM Grolnn 71071 WATER DISTRIBUTION AND SANITARY SEW7=R ALAN ~J/t Itwld ~oNN] Var amu.[ couuprs ua ~m ur ® ~~rAm. w.. ~ s s ®a+/avna .~n a ro `,_~ ' ., ~ _ . ' " tl1 m m,~,~ .a ~,. Haan e~ o~. C e~ s ~1LNe M1T OIIM ~11OM1. Wet44r.a4~a w i IRarL ~~Cy~~t{~yw~L~K IICLV ~le YOaluleUY OlM w ~w ~ st ~w~N enihMa ~ ~y5 y ~?/~~\ a ~ } v ~ y~RO( ~/r °k~ ~ 5~~ ~ t CAlI1Kle1 A IED M ~ ~'YM1 MO e01e 0O~'fex 1~eM .IeOf ~Il~tl Nb Ma u J~.1~~ Q~ '~{~~C µ h ~ Nlel Otl111a MwIpC - ri°i me a a a. a ~~a a s a . ~ti~ a ~~/eaM ~~ R. ®® l aY N1AN ~~® ~ p~ ~ a >7 b e I i ~ ~ ~~ ~, , way ~® CV5.4 a'i:,~.s....~.r. ~.....e.., u .a raen as "°"`s 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 o- __._~_ r = -- - - - - AUSTIN - - - _ - - - - VILLAGE i _ _ -- - - - -- - _ - - _ - - - PHASE III T - - - ~ - - - ~ _ _ - - _ - - - ~ eata1o o Ini \` p ~rrioe® Norlh Gro1n~ ]I0T! _ _ - } - ~_ - ~ ._ _ - _- _ _ f11De ~ e I ~ _ ~_; :fir- _ - _ _ - _ _ _ _ _ _ ~ ITE ]ns WATER Q ~1.E rte. ~\~ ' I - - ~`.~ ~ ~ a.,~E,~.,,,a ~r / . :.~ ~ DISTRAUTA Y ANDS NI R ~~ ~\ ( ~ ~~- - ~ >Q..rw. ,, r ~~ '"° ~„~. ;~ , m ~, ~. SEWER PLAN ~ .. n9~1 -,. , - / ~ ~ \ ucf Dim ~i'' / / (IIG~! S9e / / w~~ °~~~ ~i E i ~:~4 .:. ~ ~ / ~ ux~~wur ~ ~ t ~,vqN. a m 1 , e?\ ..,.. _ _ _.. _. { ._ ,. - ~ nt r i0 ri.~ ile~~ ucr ~imA ut / :' A~ tl' I -Tut OLEO 1h i _ "~ _- ' '_ •_ ~ ~ (' ns"°'a u~ Nw4kuA. rv. ~y ca.an ~M ~ ~ - 4 ~irw ~ / / ' m ~ on n9 si r. ~ i m „~/~ ~~ r 0.~oo eFl i. b.~ / "Y o¢ ~ ne ~r s~e,~m rw p a/w.a wa,~wca~~rn.mn \ \.. \ ~\ FFE 70690 m w~ ` ~O~' /// ~ ~'/~ /~ ~ ^~ man ~°a h fosow:~ ~iu"r°°m 1O1_- ,... ®ovicert. P \ ~/`~.\ RK hX.tl % ~f . ~.~ IR` / ~,~ ' SR~I~K~7J;~AO~fL rt• ., EMi ~C~i V: R nsmr J ~ ~ ~ / / ~ ~W y ' ~111t ~ 4 yT k Sl ~+ C4Fp( Blipq F ~ \ \ ~ - _~Ki ~ / (~.W1 it) /~ / fN iMM ASK A KL1[ ~~<t ~ ~'./~~4F ~Essi ~ -• • ~ ;~~ rK ~ TN 1 SEr ~ 1/ 4 r y1 r1°E JAW / ~ ~ M~~o O W~ f i ~R's0 r ~ ;~~A q~ w~ ~~+ j ~YVV\\ "// l ..- r •• 'n r oa~ms KIU / ~ ~~ .nom e• 1+10 '~{~ Sft~- w~y .. 1f uL AGE ER ~~M / ~ ® ~ ^mnu~~~^b1 f~iMw I R r1rv1 of ML / j / 0 Zd 00 q l~/m E - '"` ~ ><,,,M cue: ,+r pom e,w1 EM.1 a` ~ ~~ ~++aaroea ~ ° \ ' ~ Ew r nmlom nsR near .tea. ~ - - o~~ a ~.r „n.. ~~ ""` CV5.5 TWGf A ff~! fYwlO ltK • r0uc Iitr ~ ~ WK L,000 F rc1a1 IM0 a mr TOrIOio ~K KEK • i ~ ,. R_ v~.+ i rvniK Y imp Holt rover •oar .<~ - /~ w orNOY° \ \ ~.~ nr...:.«w.~r. M~ a... ~ \ ` a 011a ~' x~mc i~ c muiiwa. ~ ~"~ ~ /i ~ w .1 e.. ,~a~, I om~na - ~~ r s wm 1w1 w.,.rrlm~.r. uv0ua0 ni navw~[ J / rv~ ~~~Twrre rme 0 rrK 1~a. a~ .\ ~~ ~ / 6 w ~ ~ ~a1° :' Ewr~nw ~ vrK i // /' ~ ~:a.~.: I ~~ 0 BIlLO.q A t OAOO ~) Pn8 Al0 ~. 1 ~~ PR WA OlUl1fY POND ~ O ! .GLLl® /~ / ~ W 10 0 jjti II // ~' \\ r wA~il ~ 4 / ~~~ ~~ ~ 'rtc'tirT. ~ • .W bP ~ / wra'et~. ~yy ~~ YfsLw wll vYV y ~_ / x wl1 ~ .. x. SANITARY SEWER LINE C \ ~( ~. 11I. 6 LQi C.IA ~~ srel ~I w~i .m a'.~. ~ ~ ImL..I airtixs , ~ y~,K MPS ~~ ~, r~ °~ ~ ~ ' = ,L L,~ .r mnc rte . WATER MAIN RELOCATION KAIE; 1ti10' 0® S ' y r, ~``~ L ..__ 6N1 NO MIDI OiM M1O01l. i•M011~[ iEIK ..IY L L 1. • ./PA. .mr ~Lmm / ~~ %"'.//~ SANITARY SEWER LINE D / / v .~. M .GAL.: ,~ e® C~ Crosland AUSTIN VILLAGE PHASE III . Ind.n Tlld xonn arou. Twn WATER DISTRIBUfi10 N AND SANITARY SEWLR PLAN= I.YNd Q AI ~w. Kcdvwrs ® ti/]oM ucr~imre m.lwn ® ~I/ao/el ucrn ~c an Q apary w.uc x we cauuvln ® WaeN. Pfl on gvprs 5~/dNu''C~'p. ~ 5~~~~ wus Ivy P~m i .CALli1'MD'MO.p ~ o w b x