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HomeMy WebLinkAbout20070323 Ver 1_401 Application_20070207 2 0 0 7 0 3 2 3 TIC JOHN R. McADAMS COMPANY, INC. LETTER OF TRANSMITTAL To: Ms. Cyndi Karoly NCDWQ Date: February 19, 2007 2321 Crabtree Blvd -Suite 250 Raleigh, North Carolina 27604 919-733-9721 Re: Falls Village Golf Course I am sending you the following item(s): COPIES DATE NO. DESCRIPTION 1 Check #68097 - $200.00 for 401 Certification Fee 7 Pre-Construction Notification Letter dated 02/16/07 with enclosures These are transmitted as checked below: ^ As requested ® For approval ^ For review and comment Remarks: "" FEDERAL EXPRESS ** Job No.: FVD-06000 ,.y~ ~~ ^ For your use ' ;~u ~ tr ~; uur ~~NR - VvAi 7~.hc ;.;uHLIT`l Copy to: Signed: Candy Karg Group Facilitator FOR INTERNAL USE ONLY ^ Copy Letter of Transmittal Only to File ® Copy Entire Document to File CIVIL ENGINEERING LAND PLANNING SURVEYING PO Box 14005 • Research Triangle Park, NC 27709 • (919) 361-5000 fax (919) 361-2269 www.joh nrmcadams. com Sr.'rtce 1979 THE JOHN R. McADAMS COMPANY, INC. ~~~~_:~}~ 20070323 February 19, 2007 U.S. Army Corps of Engineers Attn: Mr. Eric Alsmeyer 6508 Falls of Neuse Road, Suite 120 Raleigh, North Carolina 27615 ~~~~~~~ F~~ ~ ~tap7 .. atirf~ 8~~t Citi ~+~a Re: NWP 39, GC 3402, & GC 100000 (PCN) Falls Village; Durham, NC FVD-06010 Dear Mr. Alsmeyer: On behalf of Falls Village Development, LLC, we are requesting verification that the referenced project qualifies under Nationwide Permit (NWP) 39. The proposed project is located on either side of Baptist Road (S.R. 1807) approximately 0.10-mile north of the intersection of Baptist Road and NC Highway 98 (Wake Forest Highway) in Durham, North Carolina. Please find enclosed for your review the following items: • Pre-Construction Notification • WetlandBuffer Existing Conditions Map • Falls Village -Overall Proposed Site Plan • Wetland/Buffer Impact Map Key (sheets 1-3) • Agent Authorization Form • USGS Quad -Southeast Durham • Durham County Soil Survey • Wetland Delineation Map (S&EC Project # 3697.W2) • Surveyed Wetland Delineation Exhibit Cover Page (January 6, 2007) • Copy of NCDWQ Buffer Determination letter Research Triangle Park, NC Post Office Box 14005 Research Triangle Park, North Carolina 27709 2905 Meridian Parkway Durham, North Carolina 27713 800-733-5646 919-361-5000 919-361-2269 Fax Charlotte, NC 5311 Seventy-Seven Center Drive, Suite 66 Charlotte, North Carolina 28217 800-733-5646 704-527-0800 704-527-2003 Fax www.john rmcadams.com WETLANDBUFFER MAPS: A jurisdictional wetland/stream delineation was performed by S&EC for the project site. Mr. Alsmeyer (USAGE representative) field verified the delineation on October 19, 2006. A Neuse River Stream Buffer determination was issued by Mr. Eric Kulz on January 3, 2007 (DWQ Project No. NBRRO 06-308), in which features A, B, C1, C2, D, G, H, J, K, O, P, Q, S, W, X, Y, and AA were considered subject to the Neuse River Buffer Rules. IMPACTS: The proposed project is approximately 393-acres and is currently operated as the Falls Village Golf Course (Wetland/Buffer Existing Conditions Map). The proposed development is conststent with current zoning of the property (RR - single-family district allowing 30,000 square foot lots), The project site is Comprehensive Land Development Design Services We help our clients succeed. L~""' THE JOHN R. Mr. Eric Alsmeyer Falls Village February 19, 2007 Page 2 of 4 Since 1979 McADAMS COMPANY, INC. located within the Neuse River Basin (HUC 03020201). The southeast corner of the property is within the Durham Watershed Overlay Protection District F/J-A (approximately 9-acres), while the remaining acreage is located within the Durham Watershed Overlay Protection District F/J-B. The proposed development will preserve the existing golf course and entails the construction of 378 single-family homes, force-main utilities, and stormwater management facilities (Falls Village -Overall Proposed Site Plan). The entire project was designed to avoid and minimize impacts to wetlands, streams, and riparian buffer areas while utilizing the remaining areas outside of these areas for development. In addition, the proposed development has been designed as a low density development option (13.23% impervious surface area). To minimize run-off, detention of stormwater is proposed at two existing ponds located on the property (see Temporary Stormwater Detention section below). Proper sedimentation and erosion control measures will be implemented during the construction of the project. TEMPORARY STORMWATER DETENTION: Temporary stormwater detention for the project site entails utilizing two existing ponds located on the property. The first existing pond to be used for detention purposes is located in the northeast section of the property and has been determined to be a jurisdictional pond (see Inset 2). There is an existing dam structure that is in degraded condition. The existing dam structure will be removed and a new dam structure will be constructed, which will meet North Carolina Dam Safety Design Standards, and designed for the 1, 2, and 10 year storm events at elevation 306. As a result of temporarily detaining stormwater run-off, a temporary stream impact of 480 linear feet and temporary jurisdictional pond impacts of 2.38-acres will result. There will be 87 linear feet of permanent stream impact and 0.05-acres of permanent wetland impact as a result of constructing the new dam structure. The second existing pond to be used for detention purposes is located in the western section of the property and has been determined to be an isolated man-made feature (see Inset 3). This existing pond retains water by earthen dam structure. A new dam structure will be graded and adraw-down valve will be installed in accordance with the North Carolina Dam Safety Design Standards, and designed for the 1, 2, and 10 year storm events at elevation 320. There will be 0.03-acres of permanent wetland impact as a result of Since 1979 -- ~~"~` THE JOHN R. McADAMS COMPANY, INC. Mr. Eric Alsmeyer Falls Village February 19, 2007 Page 3 of 4 constructing the new dam structure and dissipater pad. In addition, there will be 0.59-acres of temporary impact to the isolated man-made feature a result of temporarily detaining the stormwater run-off. RnA1~R~ There is a network of roads to access the approximately 393-acre project site; however, the development plan proposes only one impact. The development plan proposes a road and golf cart path crossing at an isolated stream that has 50-foot Neuse River Buffers associated with it (see Inset 1). The total isolated stream impact is 62 linear feet and the total buffer impact is 0.09-acres (total Zone 1 is 0.05-acres, total Zone 2 is 0.04-acres). MITIGATION: In total, there are approximately 480 linear feet of temporary stream impact and 2.38-acres of temporary jurisdictional pond impact associated with temporarily detaining stormwater run-off at the pond located in the northeast section of the property. There are also 0.59-acres of temporary impact to the isolated man-made feature located in the western section of the property as a result of temporarily detaining the stormwater run-off. Compensatory mitigation is not proposed for these temporary impacts. Permanent impacts associated with constructing the new dam structure at the pond in the northeast corner are 87 linear of jurisdictional stream and 0.05- acres of jurisdictional wetlands. In addition, 0.03-acres of permanent wetland impacts are proposed as a result of constructing the new dam structure at the pond within the western section of the property. Furthermore, there will be 62 linear feet of isolated stream impact associated with the constructing a road and golf cart path. Therefore, total permanent impacts are as follows: 87 linear feet of jurisdictional stream, 0.08-acres of jurisdictional wetland, and 62 linear feet of isolated stream. With regard to Neuse River Basin Buffer impacts, a total of 0.09-acres of buffer impact are proposed. Measures to avoid and minimize impacts to natural resource areas have taken place. As a result, compensatory mitigation is not proposed at this time. If compensatory mitigation is required, the applicant proposes to make an in-lieu payment to the North Carolina Ecosystem Enhancement Program. CONCLUSION: Falls Village Development, LLC proposes a residential development on the existing 393-acre Falls Village Golf Course. The proposed development Since 1979 "" THE JOHN R. McADAMS COMPANY, INC. ' Mr. Eric Alsmeyer Falls Village February 19, 2007 Page 4 of 4 entails constructing single family homes, force-main utilities, and stormwater management facilities. The proposed development will result in the permanent impact of 87 linear feet of jurisdictional stream, 0.08-acres of jurisdictional wetland, 621inear feet of isolated stream, and 0.09-acres of Neuse River Basin buffers. Compensatory mitigation is not proposed at this time; however, if compensatory mitigation is required, the applicant proposes to make an in-lieu payment to the North Carolina Ecosystem Enhancement Program. In addition to permanent impacts, there will be a total of approximately 480 linear feet of temporary stream impact and 2.38-acres of temporary jurisdictional pond impact associated with temporarily detaining stormwater run-off at the pond located in the northeast section of the property. There are also 0.59-acres of temporary impact to the isolated man-made feature located in the western section of the property as a result of temporarily detaining the stormwater run- off. At this time, we are requesting verification that the proposed project qualifies under Nationwide Permit 39. Sincerely, THE J . McADAMS COMPANY, INC. ~--'Q George Buchholz, REM, PWS Environmental/Wetland Scientist stormwater and Environmental Department Enclosure: Cc: Ms. Cyndi Karoly, NCDWQ, (7 copies) C+~ W A r~A Michael E. Easley, Governor C~ Q William G. Ross Jr., Secretary North Carolina Departrnent of Environment and Natural Resources Alan W. Klimek, P.E. Director p ~ Division of Water Quality 20070323 Mr. James Dasher Soil & Environmental Consultants, PA 11010 Raven Ridge Road Raleigh, NC 27614 BASIN: Neese X January 3, 2007 j~~~~1V~ aaN ~ o ~oo~ 6~: Soil 6 Enrirnnmentat Cansultanla i A Tar-Pamlico NBRRO 06-308 County: Durham (15A NCAC 2B .0233) (15A NCAC 2B .0259) Complaint NOV Buffer Determination X Incident # Appeal Call Project Name: Falls V~71age - NC Highway 98 Location/Directions: Site is located on the north side of N.C. Highway 98, on both the east and west sides of Baptist Road in eastern Durham County Subiect Stream: UTs to Lick Creek and UTs to Little Lick Creek Date of Determi~tion: 10/18/06 and 11/02/06 Feature Start Buffer End Buffer Stream Appeal Located Located on GPS Points (if provided) Form Call on Soil USGS Serve To a hic A Subject X X B Subject Throughout X X Cl Subject at Flag SOl Stop at Flag COl X X below Pond 1 (pond isolated) C2 Subject at Flag S02 X X D Subject at Flag DOl X (near east prop. line; ma be offsite) E Not Subject X F Not Subject 14.5 X G Subject at Flag S04 X X H Subject at Flag HOl X below Pond 2 (pond isolated) North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 791-4200 Customer Service Internet hZO.ent.State.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748 N,,a"~~Carolina r/Vllf!lCQ~~lf An Equal Opporluniiy/Affirmative Action Empbyer -50°6 Recyded110% post Consumer Paper 1 /3/2007 Page 2 of 3 Feature Start Buffer GPS Points (if provided) End Buffer Stream Form Appeal Call Located on Soil Surve Located on USGS Too a hie I Not Subject X J Subject at Flag JOl below Pond 3 (pond. isolated) X X K Subject at Flag KOl X L Not Subject X M Not Subject 15 X N Not Subject ~ X O Subject at Flag S04 V X P Subject at Flag S06 X Q 5abject at Flag SOl X R Not Subject X S Subject at Orange DWQ Fla X X T Not Subject X U Not Sabject 18 X V Not Subject X W Subject Throughout X X X Subject Throughout X Y Subject at Flag S105 ~ X Z Not Subject X AA Subject at Flag S10 X NOTES: Features B, C (at Flag 502), H (from origin), K (from origin), Q (from conllnence with R and P), and X perennial. Feature W I/P status not determined is the field. All other featnns intermittent. Thu on-site determination ahaU expire, five (5) years from tlu date of this letter. Landowners or affieted parties that dispute a dekrmination made by the DWQ or Delegated Local Authority that a surface water exists and that it is sul5jtct to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing e% Cyndt Karoly, DWQ Wetands/401 Unit, 2321 Crabtree Blvd, Raleigh, NC 2760422611. Individuals that dispute a determination by the DWQ ~ Delegated Local Authority that "exempts"a surface water from the buffer rule may ask for an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the r{ffected party (including downstream and adjacent landowrurs) is notified of this decision. DWQ recommends that the applicant conduct this nokfieation in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter ISOB of the North Carolina General Statutes to the Office of Administrative Hearings, b714 Mail Service Center, Raleigh, N. C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60 days. Np `nth ~a a North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 7911200 Customer Service Internet h2o.enrstate.nc.us 1628 Mail Service tinter Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748 An Equal OpportunilylAffirmative Action Empbyer - 50°k Recycled/10% Post Consumer Paper 1 /3/2007 Page3of3 The (owner/futurt owners) should portly the Division of Water Quality (including any other Locat, State, and Federal Agencies) ojthis decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/40l Permit for the proposed activity. Any inquiries should be directed to the Division of Water Quality (Central Ojrce) at (919}733-1786, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919x876-8441. yam' CC: RRO/SWP Files Central Files DWQ Wetlands and Stormwater Branch Joe Pearce -Durham County Nom` Carolina ~f!<ll~~~ North Carolina INvision of Water Quality Raleigh Regional Oftice Surface Water Protection Phone (9l9) 791-4200 Custom Service Intemef: h2o.enr.statenc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 t-877-623-6748 An Equal Opporluniy/Affirmathre Action Empblrer-50% faecycledlt0% Post Consumer Paper ~ ~ a !-~ a r~ t ` ~ ~ ` t ~. v - . ~ f ~ ~ ,~ ~ i=sue= ~ -"'`-i~ s y : `~ ': ~~ ` ~ ~ ~ , ~ ~<r . ~-~ - ~ "~ , ~ a . ~ ~ `~~,~ ~ ~~ ` i _, • ~ { • ~ ~ ~ mss ~ ` , r ~- ~ .^~ ~ 4 ~` _ ~ ~ ~ ~- ~ ~l ' • ~ += ~ ~• , .' - `~ { ~, _ t~ • ~ '_''t \ " F ~ -• h r It ~ 1 - +~. \ ~ . ~y ~ 1D ~ ~ f - ~ . .--' tt i ~. ~i r , _ . „_ ,. r - - ~ ~ ; . _.k °~ c _ _ ~ {` -" l~ ~i ~. i ~ li ( - ~ fL( '~, ~ . 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"_ ~ ~ '~ T . - t ~ ~ - ~ `. ~ , ~ ~ ~. >--a ,., ~. t x~ ~ ~ ~ a~ F ~" ~ ~ [ ~ ~ ~ ~ _ ~ . _ at ~a ~ 1 ', ti. ~ t „~ ~ ~ _\~~'~r- +~f/ tom;,: .o-.~ .4~ ~ ty.. ~ l! ~ w~~f ., ~ r ~~ ~t ~ / ~ _, ~ ~ -. • ..e • ~ ,~ - ~. , r f r } s , ay ~,. - ,` .~ ~ ,~ r. r, ~ R ~.-r r! _ - ft/rr~.~r fl r 1~ p ~ '~ +~n ~( ~ ~~.{;Y_'~~ x,t~. .~~ r ~ h5 ~ ,_ t~,} ~~'1 +1j ~~tr ~ ~ ~ r ~.~~..c~`~s i ' ~ ? ~ i :7; 3ssi w No. Figure 1 - USGS Map --------- -, Falls Village ~ Soil & Environmental Consultants, PA Project Mgr.: Waterford Development 11010 Raven Ridge Rd.• R~eigh, t~ 27614 JP - ~ Durham County NC (919} 846.5900 • (919) 846-9467 , _ Scale: 1" = 2,000' web Page: www.SsndEC.com ,. ~ ~ 06/23/05 ; Southeast Durham Qua<di ~ ~~`'`~~ .~~~ z ~ '"' 1~3~ ~ ~ ,~":f '~ Dated 1993 ~~ ~ :Y:s=~ 20070323 ~~yps ~ S1C>~?~~A'~R BW+1'JCW 'c.o ~ _~ x {"~ t '.- kss; ~. 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(sts) ~s-5~oo • (919} 84&-9467 eb Page: www~SandEC.com Scale: 1" = 2,000' ~~ ~ :~ . ~~ ~` '~ ~^{~ ~~~` '/ `` Durham County Soil Surve~~,~ sy~~; Ool23105 ~ Sheet 28, 1971 " t 1 Cp 9 ip~yi DENIM 'ter t^~Q/'~ I(~Gpi~l~~~)taV /p~t41 /1j~!y a i'/~ -h-- 20070323 Office Use Only: USACE Action ID No. DWQ No. Form Version March OS (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing 1. 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 39 Residential, Commercial, and Institutional Development; GC 3402, and GC 100000 Isolated Wetland Permit 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), check here: ^ II. Applicant Information ~ ~ ~ ~ ~ "~' 1. Owner/Applicant Information FEB 2 ~ 2u177 Name: Falls Village Development, LLC, Attn: Marc Reynolds ~?ENR- wAfiEk l~u~~i~ Mailing Address: 115 Falls Village Lane; Durham, NC 27703 Y~~TZ ' Telephone Number:919-596-4653 Fax Number:919-596-2912 E-mail Address:FallsVilla eg_ Golf(c~aol.com 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name:The John R. McAdams Comnanv. Attn: George Buchholz Company Affiliation: Environmental/Wetland Scientist Mailing Address:2905 Meridian Parkway Durham, North Carolina 27713 Telephone Number:919-361-5000 Fax Number:919-361-2269 E-mail Address:buchholz(~johnrmcadams.com Updated 11/1/2005 Page 5 of 13 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: Falls Village 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN):0861-03-32-9117, 0861-04-73-2911, 0861-04-61- 5634 0861-04-92-0247 0861-04-53-3148 0861-04-73-0206 0861-04-61-9309 0861-04-93- 6290, 0861-04-53-1436, 0861-04-72-3626, 0861-04-71-1022, 0871-03-03-9261, 0861-03-43- 4711, 0861-04-61-0741, 0861-04-82-1852 4. Location County: Durham Nearest Town: Durham Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): The project is located on either side of Baptist Road (S.R. 1807) approximately 0.10-mile north of the intersection of Baptist Road and NC Highwa~98 (Wake Forest Highway) in Durham, North Carolina. 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): 35-59-02°N 78-46-16°W 6. Property size (acres):393.09-acres 7. Name of nearest receiving body of water: Lick Creek and Little Lick Creek 8. River Basin: Neuse River - HUC 03020201 (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/.) Updated 11/1/2005 Page 6 of 13 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 project site is comprised of an existing_golf course that was constructed in 1985. In addition the project site contains forested land Wake Electric Transmission Line easement, and three ponds. Land use within the vicinity is a combination of residential, agricultural, and forested land. 10. Describe the overall project in detail, including the type of equipment to be used: The proposed project entails the construction of single-family residential sub-division associated force-main utilities, and stoemwater management facilities Typical construction equipment will be used such as a front end loader bulldozer and~aving equipment 11. Explain the purpose of the proposed work: The pu___pr ose of the proposed work is to construct a residential sub-division in the least environmentally dama ing method by avoiding and minimizing impacts. 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 jurisdictional wetland/stream delineation was performed by S&EC for the project site. Mr. Alsmeyer (USACE representative) field verified the delineation on October 19, 2006. A Neuse River Stream Buffer determination was issued by Mr Eric Kulz on January 3, 2007 (DWQ Project No. NBRRO 06-308). 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 permit requests are anticipated for this project 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. Updated 11/1/2005 Page 7 of 13 Provide a written description of the proposed impacts: The proposed development will result in the permanent impact of 87 linear feet of jurisdictional stream, 0.08-acres of jurisdictional wetland, 62 linear feet of isolated stream, and 0.09-acres of Neuse River Basin buffers. In addition to permanent impacts, there will be a total of approximately 480 linear feet of temporary stream impact and 2.38-acres of temporary jurisdictional pond impact associated with temporarily detaining stormwater run-off at the pond located in the northeast section of the property. There are also 0.59-acres of temporaryimpact to the isolated man-made feature located in the western section of the property as a result of temporarily detaining the stormwater run-off. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, se arately list im acts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact (indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres) (yes/no) (linear feet) Inset 2 Permanent grading and forested no + 60-feet 0 05 filling - . Inset 3 Permanent grading and forested no + 85-feet 0 03 filling - . Total Wetland Impact (acres) 0.08 2. List the total acreage (estimated) of all existing wetlands on the property:20s989 sq.ft. (0.48- acres) 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 Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on ma) Before Im act (linear feet) (s . ft.) Inset 2 unnamed tributary permanent perennial 8 87 696 to Lick Creek temporary Inset 2 unnamed tributary associated with perennial 480 840 3 to Lick Creek stormwater 8 , detention 567 Total Stream Impact (by length and area [square feet]) 4,536 Updated l l/1/2005 Page 8 of 13 4. 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, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) pond along unnamed temporary associated Inset 2 tributary to Lick Creek ~'~'ith stormwater pond 2.38 detention Total Open Water Impact (acres) 2.38 5. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (square feet): 4,536 (s . ft.) Wetland Impact (acres): 0.08 Open Water Impact (acres): 2.38 Total Impact to Waters of the U.S. (acres) 0.59 Total Stream Impact (linear feet): 567 6. 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. There will be a 621inear feet of permanent impact to an isolated stream associated with the constructing a road and golf cart path. There are also 0.59-acres of temporarypact to the isolated man-made feature located in the western section of the property as a result of temporarily detaining the stormwater run-off. 7. 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.):embankment and installation of draw-down valve Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.):tem~orary detention storage for storm_ water run-off to handle the 1,2, and 10 year stormwater Current land use in the vicinity of the pond:golf course and forested Size of watershed draining to pond: Expected pond surface area: Updated 11/1/2005 Page 9 of 13 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 entire project was designed to avoid and minimize impacts to wetlands, streams, and riparian buffer areas while utilizing the remaining areas outside of these areas for development. In addition the proposed development has been designed as a low densitX development option (13.23% impervious surface area) To minimize run-off detention of stormwater is proposed at two existing_ponds located on the property The first existing pond to be used for detention purposes is located in the northeast section of theproperty and has been determined to be a jurisdictional pond (see Inset 21. There 1s an existing dam structure that is in degraded condition The existin dam structure will be removed and a new dam structure will be constructed which will meet North Carolina Dam Safety Design Standards, and designed for the 1 2 and 10 year storm events at elevation 306 As a result of temporarily detaining stormwater run-off a temporary stream impact of 480 linear feet and temporary jurisdictional pond impacts of 2.38-acres will result There will be 87 linear feet of permanent stream impact and 0.05-acres of permanent wetland impact as a result of constructing the new dam structure. The second existing_pond to be used for detention purposes is located in the western section of the property and has been determined to be an isolated man-made feature (see Inset 31 This existing pond retains water by earthen dam structure. Anew dam structure will be graded and an outlet structure will be install in accordance with the North Carolina Dam Safety Design Standards and designed for the 1, 2, and IO year storm events at elevation 320 There will be 0 03-acres of permanent wetland impact as a result of constructing the new dam structure and dissipater pad In addition there will be 0.59-acres of temporary impact to the isolated man-made feature a result of temporarily detaimn>? the stormwater run-off. There is a network of roads to access the approximately 393-acre prolect site; however, the development plan proposes only one impact The development plan roposes a road and golf cart path crossin>; at an isolated stream. The total isolated stream impact is 62 linear feet. Proper sedimentation and erosion control measures will be implemented during the construction of the project. 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. Updated 11/1/2005 Page 10 of 13 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/strmgide.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. Compensatory mitigation is not proposed at this time; however if compensatory atg ion is required, the applicant proposes to make an in-lieu payment to the North Carolina Ecosystem Enhancement Program. 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 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 (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 ^ Updated 11/1/2005 Page 11 of 13 X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) 2 It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water ®pply Buffer Requirements), or other (please identify)? Yes No 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 ap lying the buffer multipliers. Zone* Im act a res ( ) Multiplier Required Miti ation 1 0.05 3 (2 for Catawba) 2 0.04 1.5 Total 0.09 '~ Gone 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. 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. Com ensato mitigation is not proposed at this time; however, if compensatory mitigation is required the applicant proposes to make an m-lieu payment to the North Carolina Ecosystem Enhancement Pro rg am 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. Proposed impervious surface is 57 71-acres or 13.23%, additional details will be provided in DWO stormwater permit application 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. To minimize run-off detention of stormwater is proposed at two existing ponds located on the property. In addition proper sedimentation and erosion control measures will be implemented during the construction of the project in accordance with the North Carolina Erosion and Sediment Control Design Manual. Updated 11/1/2005 Page 12 of 13 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). V ~ Applicant/Agent's ature ate (Agent's signature is valid o y if an authorization letter from the applicant is provided.) Updated 11/1/2005 Page 13 of 13 aoAL6. ~ •• - 600. EXISTING CONDITIONS ENGINEERS/PLANNERS/SURVEYORS ~TpL7A1~~ RESEARCH TRIANGLE PARK, NC DATF,` DUi~if['f1~A~ NORTfi CAR~~A P.O. BOX L4005 Z[P 27709-4005 02-~4-Q7 (919) 361-5000 n p~°'~~ N°~ FvD-osooo ~ THE JOHN R. McADAMS t+u~NAlAE: FVD06000X-1 FALLS VILLAGE COMPANY, INC. PROJECT No. FVD-06000 FILENAME: FVD06000X-1 FALLS VILLAGE SCALE: 1" = 600' OVERATLTL~~P~R~O*TPOSEDD S~ I~T~E PLAN ('~/] DATE: 02-14-07 DFu , NOSH CAROLINA THE JOHN R. McADAMS COMPANY, INC. ENGINEERS/PLANNERS/SURVEYORS RESEARCH TRIANGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 (919) 361-5000 ~-~~' I I l / / '~ d>- /' ,' ~ / / // ' / ' / /- / I I / / 1 / , / / / / //~ ~' I I d \ /I I r ~ l , i / /I l OI ~\ ~ dl I \ I I I 6 I / / / / / / I / ~ // / ~ / // / 1 ~ II \ ~ ~\ / \ ~ - / / 1 /~ I V 11 I ~~~ I vI I~ I / / I I~ / / ~ I I / ~==C I ~ ~ ' /r- / / / i ~ ISOLATED ' '~ /~ I ' i I- /~ // \ /\ / ,' ~' -/ ,.V I% _ 11 STREAM / /' ~-/ /'l /' ~ / , I /~ r ~ ~ ~/ l ~- ~ / ley ~° ' - - ~ ' ~ /' ' ' ~- / ' -' / / I '' / // 1 ~ ~~ I / , / ~ , /~ ~-- / ' , ' STREAM IMPACT ,~ I / /I~- CD / / i /r/,~/ ~ j / /--~ // ,/ / ~/~y ~/ i' / i' i' I 1 \ l 1 / I i' / ~ \ - // /~ '~//' / /'/' i/ / ZONE 2 IMPACT ~ I I ,' I 11 I rl / .~~i/ 'I / ~~' f, ZOO I~IMF'AGT~~' / / / O.OI ACRES 1 I I f / 1 / i ~ ~-/' _~-~ ,-' 0.04/ACRES ,~' ~/ /~~i / I ~ j I ~ ~ ~ i / / / , f_ ,ter I-TONE ~iMP9.GT/ i ~ / ' , / R'~ , ~ ~ dl ,' 9:01 ACRES'' ~ ,I ~ ' - _ ~ ' ~' ROAD ~ / /' , I/ ~ ~ ~ ~ /,/ ~ / r' ,/ / ~ dl / di 'd / , / ' / / ~ / ~// / // / / /I , -' /' /, / - /~' GOLF CART ~ ~ / I / i \ ~ 1 / / ~ ~ /~ ~' , - / , PATH ~~' ~' // T i i Ilb I/ i / ,' / / f~~ /_- i- lu • ~ / / / / / ~ l~ ~ 1 / ~ / ~ / l ~ ~ / ~ / / I / / ~ (1 ~ U ,' / ~ / ~~ ~ ZONE 2 IMPACT / / ~/ / ~ ~ ~ ~ o> i i /~ ,' // / i / l /~ /~ 113 SF /~~'' ~ ~' ' ~ ~ ~~ r / r ~/ / ~ / ,' / ,' / ZONE I IMPACT // ,'\ ~ -~J ,r ~ _ - ~-\I~ \ ~/ r 1' /~ \ I I I ~ O.OI ACRES / '~ / `, 1a ,, - / r ~ , _/I I 1 11 i II I I i~ ~ / -t- / _ / / ~ ~ - - ~-1 / 1 I - ~- I / ~ ~' -~ / I / i ~ ~ l ~ \ \ I 1 \ ZONE 2 I MPAGT - ~ I r / a ~ ° ' ~' _ _ -_ - ~ ~ / \ \ ~ ` \ \ 1 113 SF '_ /~ I' ,_' ~~~,~~~~/, _- ,-\~ _ \ ~\ / \ \ ti /~ ,' /1 ~ ~ ~ v ~ LD / 1 / 1 \ '"'"~.~ IJ a/ f / / / /' ~ Lp~ ~v~ LD 1 1 I 1 L y / // / / ~~ ~`CJ ~ ~--- ~ ~ / I I ~ I I / / / / / _ \ \ ~ I ~ o~ 1 ~ NEUSE BUFFER p ~~ ~,µ, ~ G7 z ® ZONE I IMPACTS ~ 4"-~ ~ ~ ~~ y x s.iki'~"'' i~ S31'Q~~~~~~111AI~''N ZONE 2 IMPACTS ~~p GRAPHIC SCALE TOTAL ZONE I IMPACT: 0.05 ACRES loo 0 50 loo 200 TOTAL ZONE 2 IMPACT: 0.04 ACRES TOTAL STREAM IMPACT: 62 LF INSET 1 1 inch = 100 ft. rEO~ECT No. FVD-06000 ® FILENAME ' FALLS VILLAGE THE JOHN R. McADAMS COMPANY INC : FVD osooox-i , . a SALE: ° ' IMPACT EXHIBIT ENGINEERS/PLANNERS/SURVEYORS ~ d _ ~ oo ~ T RESEARCH TRIANGLE PARK, NC DATE: ,NORTH CAROLIIVA D P.O. BOX 14005 ZIP 27709-4005 [/~ ~2-~4-~7 (919) 361-5000 1 `~~_ -_ ' ` __ ~\\ I ~ I III I II i 11111111-_~- ` III' - -- - \ / I'/l~li1\\\`\l\\`~~ I I '1 \I1I I I I I II I II ^ `~~ , -' I \ - l l,I/l \\\1 \ -`--, /1~11~ ~ ' IIII 1 ~ I . ~_ \`, \\ __ / l/ II II I •____ _IIII ~\~~~\\` I I I / ll ll l I II \~C-__~~ _, /----__ ~__`_`,~ , , ,'/I 1,1'11 1`I\III - - /'~\I\III\\ II I I'1,\I _~___- __ -~~' __ _ I ---- ~- -- ~ _ ~ ~- ~_ __ '~;// II \1111 II I \ -\__' '' "'1`II % II\I I _ ~.I ~ ` - ; M,J~xdi~tUM T~Mt'Qi2ARY ~ ~ ---- "" . - ~,\ , ' \,IIII .__,-~ I ' _- ='P©~L:'ELE~%kT-161N_ 306 1 ;III ' I ____-- _,- _ --- II 'I _, I, - ~---- '~I\' , ~ --- I Ill' ~ __`_-- '~ \II III \`\ `` \ \.TEMPORARY' ~tR~Ai~~ _ --' _--- -_' 1 1 - --- -----` //~ ;' \ I\.\ ,- ,_ __---_`'--'---- \I\I\\ ` \~~,\II\ -~ IF;IPAGT: ~#8O,%LP - -~------ __' ----__----_, .-- `.~\\,I 1 , \\f, \.,---- -- --- ~--- -- ' ' II' I' ,I - - ~, ._ .% ' ,, \ ,' - _ _ ~ I _ ---- _ -- _ _,- _ ~tt ., - __ -- ____ -~ I -- - 5 BgaO 4----= ~ ~ \ - . ' -_ - - - __~ I I ___ " \ -----_ I II \1-- - \ - _ _ ~ - '' ____ --' I , ~ ' I -~~-`~=.- =_ __ ~" ---~ _-_- --~,_ - _ _ - ;:~~~J's(' I I EXIS~~NC~ JURISDICTIONAL ,' ,-' %~ , \%-; -- ' ~-;- - - -, ~ ~ ~, , ~\ POND\I2 G `, I i ~ 1 / ~ // i ~\ l \ ' ''/ I `~ / ' ~ \ \ I \ I I \ ` 1 `` , 1 I \ / I ` , I ~~ n. ` _ \ ~ \_ -_- ~- - \ \ _ ~_ _ _ \/ L t \ _ ~ ~ ~\ - ___ ____ ~• ~ I \ ~ _ \ I -- ~ _- _ --- -_` ~ '~~ 1 \~ _ -. / ` , r - ~ \ _ ,' r" ~ _ , _ , i \ , -- '_ I I it i=T I I T II 1 1 1 '- _ 1 \ I1 I ~ 1 % I / I T \\ ~ ~ III III 1 ~- ~_ J I I I - , 1; 1 \~~_ -__ \\I ,_~ _\ `~I - %,/ill^`" PERMANENT WETLAND IMPACT:, 0.05 AGRES _ i- _I .~ % I I _ -_-- _ ~;~ ~ -_, I- ~ I - \~ -_ ` ~ `--_ ~-~-_-- -~ 1 ~\ \ ~ °T~ \ II - / ~ 11 ~ •"Jr - \~~~ +1 ~ il,~ Imo' '1111 I'll 'I Ir I'\- "-- -- - 1'`'~~`Il;ll,' IIII\`-- / - \~, _ `;1~1{y~~%~1~111 Il~~- _' J ~' - -_ -- it ' 11 II IIII II; 11((I~:\ , '> =_:~, I 111~~~1~~'",~?11~~F ,~;,1;~~1 1, ;~., I \,I, ~~' Y 'II - 1 II \I I~'.-1~1' ,!>iJ+-F~L~~,II i'~''/;, -~'%~, - PERMANENT STREAM IMPACT: 8~ LP D TEMPORARY STREAM IMPACT: 480 LP ~~/~~ TEMPORARY JURISDICTIONAL POND IMPACT. 2.38 AGRES t F,~-~ ~ ~ ~~iJp7 eta GRAPHIC SCALE 200 O 100 200 400 ~ INSET 2 1 inch = 200 ft. PROJECT N°. FVD-06000 FALLS VILLAGE THE JOHN R. McADAMS ,'~, FILENAME: FVD06000X-~ COMPANY, INC. ~ SALE, " ' IMPACT EXHIBIT ENGINEERS/PLANNERS/SURVEYORS a ~ = 200 T~ ~pv~/~ *7~~~ RESEARCH TRIANGLE PARK, NC ~ DlJi~l iL'llrl, NORTH CAROLIIVA P.O. BOX 14005 ZIP 27709-4005 DATE: ~2-~ 4-~7 (919) 301-5000 \ / / I ~ i o /~~ / I ~ / /I / ///// / I I I \I I\/ I/ i / `~~ ~ i \~~I~ ~0 I / ( I ~ J ~ I lr I/ i /l // // / ///~ l l l \ l // I/ ~~ ~ ~_ / ~f A / ~ ~ ~ i' / / l / I / I v _ / ~ / ~' o^ / ~ i I ~ II ' ~ i~~°1T9~ `~--- ~r~qr , ~ ~ ~ WETLf~1D 6A 1PAGZ ~' - ~ I~ I i / I I 0.03,/AGRES - -~ \ I I / , / / / \ ` \ 1 I \ \ \` i i i ~ ~ ' ~ - ` ~ MAXIMUM TEMPO/RAR7>~ \ ~~1 \I~I I Ir 11 i I \ I /- ~ ~ _ ---_- ~ \`\POOL/ ELE~VPr~TI¢N ~~O /, ~\O \ \ 1 \ ~ \ /I / i~ , p ~ ~ r ~ I 1 \ 1 / j I / / / / /~~ I I I I I I , // / , / / ~ \ \ I I 1 t ~ I // // / ~ / 70 I I r / I / / ~ / F~SCISTIT~I~ , ~ I I \ I ~' / / / / /' ,, I \ I / ! I 1 / / / / ` \\ \\\ IbOLA'TED MAN / / \ I \ 1 I I ~ / , / / // // ~ I ~ I ~ / / v r -' v I v ~ i // %` 11 / l 11 i I I/ //i r ~ vI vIvv MALSE FEATURE ~ i ; v vv`vv''~/ // /' i ~ r // // ,/ / / / / / / ~ v / I I / ~G AGRES / I ~~ v ` I 1 I / / l / 7 I / /~ / // I i ~ / l ~ I v l / / / l / / - '/ // i 1 /' / / / `~ / 1 I II ~' / I / ~ / 1 / / ~ / ~' / / / ~ / ( I ! ~I I ~ / A ( ~ A 1 ~~ ~ , ~ ~/ ~~ v I I v ~~ v '~ t / I 1 ` ~ ~ \ ~~ / ~DAf ~ l / A \ 1 1 I v 1 I- i A I ~ vi ~ ` 1 1 \ \ I ~ I j ; IJ \ 1111 ~\„ /i i'~~,~ i \\ ~\ \_ / \ \ 1 /ice ~ /// / // / A\ / ! ./..., ~/ ~' i -'~~/ /~ ~.~- v --~ 1 -~ _\ \ V" i V ~ I I / / - ~ 1 / ~ / \ ~ 1 I I / \ 1 ( ,Y l I it / / / , i i' ---- \~ ~~ \ ` / I \ \ I I I / 1 1 \ ~ 1 ( 1 / 1 1 ~ ~ /- \ \ 1 1 1 ~ I , I; I I I I 1 \ \ 1 / ~ / i~ ~ ~ ~~ \ ~ \ l / ~ ~ ~ ~ I l~ V I r"I I 1 1 I / / / / / / / ,--'~ -' 1 ~ -, ~ --- ~~ ~ / f v ( v l I 1 I l// l l/ / I I A 1 1 1 V 1 v / / / / / / / / i / /~ '`v ~_ ~~ ~ ~ `_ / 1 /l p_ I 1 I~ v / i / / / /// / / i / ~, ---- ~ ,__ TOTAL WETLAND IMPACT: 0.03 AGRES ~ ~~~~ rp~ 0~~ ~ ,~~t~'1 ~ ~ ~ ~ ~a~~it~ ~ ~~1xt~P'' o .~ ,, x GRAPHIC SCALE loo o so loo zoo INSET 3 1 inch = 100 ft. PROJECT N0. FVD-OE000 ® FILENAME FALLS VILLAGE THE JOHN R. McADAMS C P NY NC : FVDO6000X-1 OM A , I . ~ d SALE: ~~ H IMPACT EXHIBIT ENGINEERS/PLANNERS/SURVEYORS ~ ~ _ ~ OO DURHAL ,NORTH CAOLINA RESEARCH TRIANGLE PARK, NC P.O. HOX 14005 ZIP 27709-4005 (/~ DATE: 02-14-07 (919) 381-5000 Since 199 ~'rl~ THE JOHN R. McADAMS COMPANY, INC. AGENT AUTHORIZATION FORM All Blanks To Be Filled In By The Current Property Owner Name: Mr. Marc Address: Falls Village Development, LLC; 115 Falls Village Lane; Durham, NC 27703 Phone: (919)724-9211 Project Name/Description: Falls Village Golf Course Date: 2/13/07 U.S. Arzny Corps of Engineers Raleigh Regulatoz-y Field Office 6508 Falls of Neuse Raad, Suite 120 Raleigh, NC 27615 Attn: Mr. Eric Alszneyer Field Office: Ralei>;h Re: Wetlands Related Consulting and Permitting To Whom It May Concern: 1, the current property ownez-, hereby designate and authorize The John R. McAdams Company, lnc. to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc. from this day forward. The _.~._ ~dayof This notification supersedes any previous corz•espondence concerning the agent for this project. NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for government officials to enter the property when accompanied by The John R. McAdams Company, Inc. staff. You should call The John R. McAdams Company, Inc. to arrange a site meeting prior to visiting the site. Print Property Owner Property Owner Signature Cc: Ms. Cyndi Karoli NCDENR-DWQ 2321 Crabtree Boulevard Raleigh, NC 27604 CIVIL E N G I N E E R I N G L A N d PLANNING S U R V E Y I N G PO Box 14005 • Research Triangle Park, NC 27709 (919) 361-5000 • fax (919) 361-2269 www.johnrmcadams.com 0 0.3 0.6 0.9 1.2 1.5 km ~ 0 0.2 0.4 0.6 0.8 [~ ~~~~~~~'~ 35.9820°N, 78.7717°W (NAD27) ' USGS Southeast Durham (NC) Quadran e ~- ~ Q ~ll~{--5.813 Projection is UTM Zone 17 NAD83 Datum ~^~ ~ G=1.31 ~ ~ P~~ Ko. ~°-°s°°° ~~~: i=wosooox-~ FALLS VILLAGE THE JOHN R. McADAMS COMPANY, INC. ~ s°^'~ AS SHOWN nee: 02-14-07 5O T DL1lE2HAM QUAD DURHAM. NOR1Ii CAOIINA ,,.~~ psi ,~ r.o. eos moos ~ zr~oo-coos (eie) see-sooo "~--. C w ~' wsl: ll r ~ J ws wsE $~ 1~ , . s ~ \. GrC !. `.--i ~/ \ WSC WsE. ~ , f' 1 i BJEGT. ,~ ~w~C \.: • tst ~ POP ~ c i e i ~."~• ~ '•., • • ~ /~ r . - ~ ` ` ` /t~l ~~' ji ~ ~~ ~~ B V~/ ~l ~ ~ ~ ~ ~y -~'^-. 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W5G -WHITE STORE SANDY LOAM, b TO 10 5~5 SLOPES ( ,~; ~~p WsE -WHITE STORE SANDY LOAM, 10 TO 25 5G SLOPES `'' B ~ d LOOT R ' ~ WvG2 -WHITE STO E GLAY LOAM , 2 TO 10 5!5 SLOPES, ER . ODED a~ehJft - h~7wa~,,,ii C.~ur~~.~ ~l ~ ' r , }. A +4 1[I!! ~ i Vn1~W74~'E<I~ f~RNJC61 Pa°,aCr "°• Fw-osooo FALLS VILLAGE THE JOHN R. McADAMS ~ nL6NAYE: FVD06000X-1 COMPANY, INC. C SCAB' ~ ~ - ~ 200' DU~11 lAlrl CO V lr 1 1 SOIL SUR~ ENGINEBRS/PIANNBRS/SURYBYORS ~ ~ DATa: DU~Mr N~~; ~R~~ RESEARCH TRGNGLE PARK, NC P.O. BOX 14005 ZIP 27709-4005 02-~6-07 (919) 981-SD00 '~~ '~-- ' rc'~`, ~,~+C ~ ~~ $~ ~,, . ~ ,~ •~ ~. ~ ,.. i =,1 4t _ ~ `~ ~ 4.6 $ o - 1 ~ 5 ,~ 1~ 4 ' ~ T • i ._ ~~ R - 3 ~ O .. ~ :,' O _ _ _ _ 'fl :d OJ ~i p L ~~ - \1 '`~' a ' ~ o ', ~' _- ~, `_ ~j •,~ ~` \ ` ,, , S.c \ \' „ ~f .a Q' `~y~ ~~, ~ ~ ~ Q ~-~~1 ~, F ~~ Po cF a E~ c =~ d ~ s a g J - 3 ~ 0 3 ~ 8 ~;. ,. ,,~ ~~ This certifies that this copy of this plat identifies as waters of the U.S., or wetlands, all oreas of waters of the U.S., including wetlands, regulated pursuant to Section 404 of the Clean Water Act as determined by the undersigned on this date . Unless there is a change in the law, or our published regulations, this determination of Section 404 jurisdiction may be relied upon for o period not to exceed five years from this date . This determination was made utilizing the 1987 Corps of Engineers Wetlands Delineation Manual . (title) (date) m i ~ / 91"`~ 1 f a~ REFERENCES PLAT BOOK 136, PAGE 168 PLAT BOOK 134, PAGE 77 PLAT BOOK 136, PAGE 13 PLAT BOOK 136, PAGE 165 PLAT BOOK 136, PAGE 166 PLAT BOOK 138, PAGE 194 PLAT BOOK 158, PAGE 327 DEED BOOK 2599, PAGE 642 DEED BOOK 2599, PAGE 652 DEED BOOK 1087, PAGE 693 -,,,,. ..~ I, Jerry W. Davis, a North Carolina Professional Land Surveyor, do ~ ~ ~ hereby certify that this map was prepared under my supervision ~~~~$$ and shows the locations of Section 404 Jurisdictional Areas as ted by S&EC of Ralf~,, NC .- ' w, /? a7 L-27{~ @ JER W. DA P.L.S. L-2700 Date ~ Z ~ I~' ~+ z$ Z ~~ 20Q7032~ w~ ~go ~~ n U ~~ ~on ~a° GRAPHIC SCALE 600 0 300 600 1200 1 inch = 600 ft. r., ~. :?:b*.u ~x 1 ~ r., ~~~ ` ~~ << ~ W ~~ ,~ ,~ F~ p ,~ o 0 ~W~ ~' ~' ~ ,, ~, , `'~, ~, ,~y1 ~3~~ °z .~~ :~ ~. ~~ W ~, ~, ~~ ~~,~ A w ,\~ ` ~~~ `~ ~ ~~~ Q ~ ~ ~ ~ t ~ t t "~ GENERAL NOTES 1.) THIS IS A WETLANDS DELINEATION EXHIBIT . 2.) BOUNDARY LINES ARE SHOWN ON THIS WEILANDS EXHIBIT AS TAKEN FROM PLATS AND DEEDS LISIED HEREON AS REFERENCES, AND HAVE NOT BEEN SURVEYED . 3.) COORDINATES SHOWN HEREON ARE BASED ON N.C. GRID - N.A.D. 1983, BY VIRTUE OF TIES TO N.C.G.S. MONUMENTS SHOWN ON PLAT BOOK 136, PAGE 168. rn 4.) WETLANDS WERE DELINEATED IN THE FIELD BY SOIL & ~ ENVIRONMENTAL CONSULTANTS, PA . o ~ N 0 0 0 5.) THE WETLANDS SHOWN HEREON WERE LOCATED USING A c°o 3 0° cov LEGEND TRIMBLE GEOXT HANDHELD G.P.S. DATA COLLECTOR . THE ° °o u o DATA WAS POST-PROCESSED WITH G.P.S. PATHFlNDER OFFICE o ~ M 0 EXISTING IRON PIPE SOFTWARE, UTILIZING C.O.R.S. DATA FROM 11iE DURHAM ~ o '~ ~ C.O.R.S. STATION FOR DIFFERENTIAL CORRECTION IN ORDER 113' WETLAND FLAG S TO RENDER SUB-METER LOCATION OF THE WETLAND FLAGS . ~ ~ ~ ~ ~ a OVERALL: SHEET 1 OF 13 ®~aenA~s