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Home My WebLink AboutSW8041030_Historical File_20100302�� io NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor March 11, 2010 Mr. James E. McCotter, Manager Swans Builders, LLC PO Box 7287 Jacksonville, NC 28540 Division of Water Quality Coleen H. Sullins Director Subject: NOTICE OF INSPECTION Trailwood Section II and III Permit No. SW8 020110 and SW8 041030 Onslow County Dear Mr. McCotter: Dee Freeman Secretary On March 8, 2010, Angela Hammers of the Wilmington Regional Office of the Division of Water Quality (DWQ) inspected Trailwood Section II and Trailwood Section III in Onslow County to determine compliance with Stormwater Management Permit Number SW8 020110 and SW8 041030, respectively. DWQ file review and site inspection revealed that both sites are compliant with the terms and conditions of each permit, respectively. Please find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter for each permit. Please be advised that you are required to comply with the terms, conditions and limitations of your Stormwater Management Permit under Title 15A North Carolina Administrative Code 2H .1003 and North Carolina General Statute 143-214.7, including operation and maintenance of your permitted stormwater system. If the project has changed name, ownership or mailing address, a formal change of name/ownership form must be submitted to DWQ within 30 calendar days detailing the change. Please provide the name, mailing address and phone number of the person or entity that is now responsible for this permit. Please be advised that violations of your Stormwater Management Permit may be subject to the assessment of civil penalties of up to $25,000 per day per violation. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910)-796- 7215. Sincerely, Alv,-4 *-., Angela Hammers Environmental Specialist Enclosure: Compliance Inspection Reports GDS1akh: S:IWQSISTORMWATERIINSPECT1020110.mar10 S:\WQS\STORMWATER\INSPECT\041030.marlO cc: John Hennessy-NPS ACOU Amy Wang, Ward and Smith, PA Angela Hammers; WiRO Files; DWQ Central Files Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One Phone: 910-796-72151FAX: 910-350-20041Customer Service: 1-877-623-6748 NO Carolina Internet: tNww.ncwaterquality.org atura!!r� An Equal Opportunity 1 Affirmative Action Employer Compliance Inspection Report Permit: SW8041030 Effective: 12/14/04 Expiration: Owner: Swan Builders LLC Project: Trailwood, Section III County: Onslow Trailwood Dr Region: Wilmington Jacksonville NC 28541 Contact Person: Dewey Bordeaux Title: Manager Phone: 910-347-2062 Directions to Project: From intersection NC 24 and SR 172, take SR 172 North towards SR 1744. Turn right onto SR 1744, then take left onto Parkertown Road (SR 1432). Veer left onto Lee Rodgers Road (SR 1431). Trailwood Drive is on left. Type of Project: State Stormwater - LD - Curb and Gutter Drain Areas: 1 -(Queen Creek) (03-05-01) ( SA;HQW) On -Site Representative(s): Related Permits: Inspection Date: 03/08/2010 Entry Time: 02:30 PM Primary Inspector: Angela K Hammers Secondary Inspector(s): Reason for Inspection: Follow-up Permit Inspection Type: State Stormwater Facility Status: ® Compliant ❑ Not Compliant Question Areas: ® State Stormwater (See attachment summary) Exit Time: 03:00 PM Phone: 919-796-7215 Ext.7317 Inspection Type: Stormwater Page: 1 Permit: SW8041030 Owner - Project: Swan Builders LLC Inspection Date: 03/08/2010 Inspection Type: Stormwater Reason for Visit: Follow-up Inspection Summary: This permit was found in compliance with permit conditions. A Certification of the stormwater controls and impervious surfaces has been received by this office from the Permittee. Please note that Curb Outlet System Maintenance requirements must continue to be followed to remain in compliance. File Review res No NA NJ -- Is the permit active? ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? t1 ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ®❑ ❑ ❑ Comment: SW Measures Yes No NA NE Are the SW measures constructed as per the approved plans? e ❑ ❑ ❑ Are the inlets located per the approved plans? ❑ ❑ ■' ❑ Are the outlet structures located per the approved plans? ❑ ❑ ■ ❑ Comment: Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? I] ❑ ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ upon request? Comment: Page: 2 NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director May 2E, 2009 Mr. Dewey Bordeaux Swans Builders, LLC PO Box 7287 Jacksonville, NC 28540 NOTICE OF INSPECTION Trailwood Section III Stormwater Project No. SW8 041030 Onslow County Dear Mr. Bordeaux: Dee Freeman Secretary Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection Report". The report summarizes the findings of a recent inspection of the project's stormwater controls conducted on May 19, 2009 to determine compliance with Stormwater Permit Number SW8 041030 issued on December 14, 2004. As indicated in the attached inspection report the following deficiencies must be resolved: 1. Repair swales that do not meet the criteria of the approved plan including negative slopes and vegetation. 2. Perform maintenance necessary to bring swales into compliance with the approved plan. Please inform this Office in writing before June 26, 2009, of the specific actions that will be undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the requested information, when required, may initiate enforcement action includingthe assessment of civil penalties of u to $10,000 per day. If a written plan of action inot submitted to this office by June 26, 2009 then DWQ staff will re- inspect the site and issue a Notice of Violation if the listed deficiencies have not been addressed.. Please be reminded that if any ownership or name change has occurred it is the permittee's responsibility to notify this office in writing. If you have any questions please contact me at the Wilmington Regional Office, telephone number (910) 796-7215. Si cerel , AngAvT4 Ha ers Environmental Specialist GDS/akh: S:1WQS1StormWater\INSPECT1041030.may09 cc: Jason Houston, PE, (Parker & Associates) James McCotter, President, Trailwood HOA, Inc. Wilmington Regional Office Angela Hammers Central Files Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-72151 FAX: 910-350-20041 Customer Service:1-877-623-6748 Internet: www.newaterqualky.org An Equal Oppodunity \ Affirmadve Action Employer None Carolina A UMA Compliance Inspection Report Permit: SW8041030 Effective: 12/14/04 Expiration: County: Onslow Region: Wilmington Contact Person: Dewey Bordeaux Title: Manager Owner: Swan Builders LLC Project: Trailwood, Section III Trailwood Dr Jacksonville NC 28541 Phone: 910-347-2062 Directions to Project: From intersection NC 24 and SR 172, take SR 172 North towards SR 1744. Turn right onto SR 1744, then take left onto Parkertown Road (SR 1432). Veer left onto Lee Rodgers Road (SR 1431). Trailwood Drive is on left. Type of Project: State Stormwater - LD - Curb and Gutter Drain Areas: 1 - (Queen Creek) (03-05-01 ) ( SA;HQW) On -Site Representative(s): Related Permits: Inspection Date: 05/1912009 Entry Time: 02:30 PM Primary Inspector: Angela K Hammers Secondary Inspector(s): Reason for Inspection: Other Permit Inspection Type: State Stormwater Facility Status: ❑ Compliant It Not Compliant Question Areas: ® State Stormwater (See attachment summary) Exit Time: 03:00 PM Phone: 919-796-7215 Ext.7317 Inspection Type: Stormwater Page: 1 Permit: SW8041030 Owner - Project: Swan Builders LLC Inspection Date: 06/19/2009 Inspection Type: Stormwater Reason for Visit: Other Inspection Summary: To bring this permit into compliance, please address the following: Swale #7 had several areas of haphazard rock with evidence of flow bypassing the rocks observed. Swale #6 appeared to be negatively sloped with a Cedar tree planted in it's center. Swale #2 needs more vegetation toward the end of the required 100 feet length. To meet the requirements for a transfer of ownership of the stormwater permit, a signed copy of the O&M agreement by the proposed Permittee must be submitted to DWQ. Page: 2 Permit: SW8041030 owner - Project Swan Builders LLC Inspection Date: 05/19/2009 Inspection Type: Stormwater Reason for Visit: Other File Review Yes No NA NE Is the permit active? ■ ❑ ❑ ❑ Signed copy of the Engineer's certification is in the file? ❑ ❑ ■ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ■ ❑ ❑ ❑ Comment: Built Upon Area Yes No NA NE Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑ ■ Is the drainage area as per the permit and approved plans? ❑ ❑ ❑ W Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑ ■ Comment: SW Measures Yes No NA NE Are the SW measures constructed as per the approved plans? ❑ ■ ❑ ❑ Are the inlets located per the approved plans? ❑ ❑ ❑ ■ Are the outlet structures located per the approved plans? ❑ ❑ ❑ ■ Comment: Swale #7 had several areas of haphazard rock with evidence of flow bypassing the rocks observed. Swale #6 appeared to be negatively sloped with a Cedar tree planted in its center. Operation and Maintenance Yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■ upon request? Comment: Swale #2 needs more vegetation toward the end of the required 100 feet length. Other Permit Conditions Yes No NA NE Is the site compliant with other conditions of the permit? ❑ ❑ ❑ ❑ Comment: To meet the requirements for a transfer of ownership of the stormwater permit, a signed copy of the O&M agreement by the proposed Permittee must be submitted to DWQ. Page: 3 �A� b tQ L STATE OF NORTH CAROLINA COUNTY OF ONSLOW CERTIFICATION OF OWNERSHIP OF STORMWATER FACILITIES AND AGREEMENT TO TRANSFER STORMWATER PERMITS The Declaration for Trailwood, Section III (the "Subdivision") recorded in Book 2476, Page 720 in the office of the Register of Deeds of Onslow County (the "Declaration"), provide that the Permits for the Stormwater Management Facilities may be transferred at such time as at least fifty percent (50%) of the Lots (as defined in the Declaration) are conveyed to owners other than Declarant. The undersigned hereby certifies that more than fifty percent (SO%) of the Subdivision Lots have been conveyed to parties other than Declarant as described by deeds recorded in the office of the Register of Deeds of Onslow County. In fact, Declarant does not own any Lots in the Subdivision. FOR AND IN CONSIDERATION OF $10.00 (TEN DOLLARS) and other good and valuable consideration, the receipt and suffcier,cy of which are hereby acknowledged, SWANS BUILDERS, LLC hereby transfers and assigns the North Carolina State Stormwater Permit No. SW8 041030 and all the powers, duties, obligations and responsibilities thereunder to TRAILWOOD SECTION III HOA, INC., and SWANS BUILDERS, LLC further agrees to take all actions required of it by law or regulation and necessary for the State of North Carolina to approve said transfer or assignment of the permit or the issuance of a replacement permit to TRAILWOOD SECTION III HOA, INC. IN WITNESS WHEREOF, the undersigned have caused this instrument to be executed in such form as to be binding and effective as of the 3/ � day of &1 a , 2009. SWANS BUILDERS, LLC By: J es E. McCotter, Nlanager STATE OF NORTH CAROLINA COUNTY OF ONSLOW I certify that the following person personally appeared before me this day, acknowledging to me that he signed the foregoing document for the purposes stated therein, in the capacity indicated therein: James E. McCotter. Bate: 3 - 3 / 22009 Signature of Notary Public Notary's printed or typed name My commission expires: ��,, (� `1 aU I (Offrcial Seal) ®TA/ o Notary seal or stamp must appear within this box. 050819-00005 ND: 4816-1504-9731, v. 1 3 DRAINAGE PIPE CHART Tract Data LEGEND: SEDIMENT TRAP CHART Total Acreage 44 36 Acres To _ N.e, w � T� OUfii,Efi g .... ............. R/W-Right-of-way >3 AREA Q10 DIAMETER GRADE LENGTH VELOCITY Number of Lots .................. 43 Q- Centerline 24 ule Sediment Disturbed Volume Size Minimum Lot Size ........ ...... 15,000 S.F. Ems' - Edge of Povement PIPE (acres} (cfs} {inches) {ft / ft) (if) (f's) ,. p ISF - Iron Stake Found Trap Area (Acres) (Cubic Yards) (Length x Width x Depth) Al -� 0 7 - 2.04 18" RCP 0.0063 28 N/A�'ge Lot Size ................ 41, 645 S.F. N.C.S.R. ty . MHL-Minimum Budding Line #1 1.8 150 501L x 211W x 41D A2 0.80 2.90 18" RCP 0.0056 36 4.22 Minimum hot Width ............... 60' at M.B.L. S.T.-10' x 70' Sight Triangle -t- #2 1.3 150 501L x 211W x 41D Bl 0.20 0.80 18" RCP 0.0083 24 N/A 20' at Right-of-way r 100 Street Address SITE E #3 1 2.1 150 501L x 211W x 41D B2 0.38 1.60 18" RCP 0.0050 40 3.75 Smallest Lot Size ............... 17,126 S.F. (Lot 28) -a- Street Sign ! _ #4 2.0 150 501L x 211W x,4'D :: Linear Feet of Streets 2547t C 0.44 1.60 18 RCP 0.0075 40 3.97 •••••••••• _Stop Sign #5 1.8 150 501L x 211W x 41D " Sewer ...... Individual Septic Tanks D1 0.50 2.50 18 RCP 0.006 100 N/A •••••••••�••••••••••• -Traffic Flow Arrow X P #6 2.3 150 501L x 211W x 41D Water ........................... Onslow County 3.7.6-Exists Elevation ty D2 0.95 4.30 18" RCP 0.0083 26 N/A ng s, P,74 #7 1.9 150 50'L x 211W x 41D D3 1.28 5.80 18" RCP 0.0033 40 3.9 Zone :...... ........ � roposed Q�•ts � pH p�R it.B'2 #8 1.6 125 45'L x 19'W x 41D Existing Use .................... Undeveloped-pDttch 40, Elevation Nq El 0.23 1.00 18" RCP 0.0083 24 N/A #9 1.2 80 361L x 151W x 41D Acreage in Open Space or #10 1.0 70 321L x 151W x 41D E2 0.47 2.00 18E, RCP 0.005 44 3.6 paA -Pipe Label Tr�aitu,oad'Dr. ......... Fl 0.25 1.10 18" RCP 0.0125 24 N/A other land usage ..... 0 Acres #11 0.9 70 321L x 151W x 41D Acreage to be dedicated or RRA-Rip F2 0.50 2.20 18" RCP 0.0075 40 4.2 p Apron #12 1 0.5 40 Z51L x 111W x 41D G 0.40 1.40 18" RCP 0.0075 40 3.7 reserved for the public .......-0 Acres RCD-Rock Check Dam #13 1.3 100 38'L x 181W x 41D H 19.0 35.80 48" RCP 0.0106 60 9•7 Location of recreation MST Sediment Trap area facilities ............... None CICB-Curb Inlet Catch Basin Design Standard 66.7 CY Sediment Trap Volume per Disturbed Acre. _ _ -. Area to be disturbed ............ 22.54 Acres- YI-Yard Inlet Q=CiA RCP = Reinforced Concrete Pipe Pipe H � RCP•-Reinforced,C4ncrete Pipes to=5 min. LF =Linear Feet te25 min. -Flow Arrow t RELEASE SWALE TO i10=7.17 in/hr. FPS = Feet per Second .40=5.34 in/hr NATURAL GRADE AT i \\ C=0.5 c=0.35 RELEASE TO , �y/�` -Swale Label ELEVATION 13.5t " \ /' NATURAL EAT ! sf -Silt Fence W/ LEVEL SPREADER 1 \ f ELEVATION 2b.0t ._,7•�' CL -Clearing Limits `\^� f NOTE: W/ LEVEL S DER _, _.._.._.._.._..- - Wetlands Line a ,o._ �, _ -27 Vicinity Sketch r --� 1. Contractor shall use invert elevations shown on plans _-2s_ -Woods Line 80-Blow-off •�� ` ``,�" `��/`"`-� for construction. Grades shown above are rounded. _!/% 2q_ -� Not to scote / / P.T.-Plug Tapped / 2. Pipe H is an Existing Pipe / - 3o GENERAL. NOTES' a-.,�`�--►3- / / l '� _ FW-Fire Hydrant 10 �-�i/ /y;R • �" E 1 / /f f / /�2 /. � .. v RCD W! / wM-Water Valve I. T Information data wine from a m g . ' . r / \ p Lidar• on data from the N.C. Flood _ LEVEL �/ ' RCD W/ /rye , / \,---------- -Water Line aerial top*ON*Nc survey by J.L. F # Associalas -16 S / _ _ \ - RGD w/ Level and ' c by J. i+dill r / - / O.(o t 5 2. Wetlandsfront a map by L. _ s Surveying. /% ( , P.A. entitled Wsttand Delineation / t t 58 . ` _ -,�, / / ,e ELAVATZION •t ,-- -_� ` E TO DwAwnber 10, 2001 arui approved by the COE on January tO, 2002. TtlRAL ,4T r- -2� 1 S. Entire developroant area previously timbei, 410' small treas 4 16.6 � / t� , - ,+,,...•`�,•-_-, �a ( •n•••.•. , . �q `. f p t 4. Existing desion taken from ptaris titled °Troltuusoet'Subdivision Section to prepared by John L. Piairce 8 Assiv4qt.es, P.A. a / / 6 ,4 -\ 3 \ / / ,� .- _ 23�" "� - 20 / / '24 J2 ( / r -/ \ 1 t 30, 2002. .,'• / I 7 is ?Q` 2r� / ` \ ( S. Storm from this signs will flow , Into an tributary / 30.1 to Qwem Crook, that is classified as SA WON waters. i / f ^+r►\. , - _ _ _ _ - \ to - _ _ \� \. 22 r -_ _ 6- _ EROSION AND SEDIMENTATION CONTROL NOTES: ��s r?9 N/F 1. Sedimentcontrol devicesand s shall be Mailed _ - i5. i / / 2, �'� r , ti� ^ 2�_ _ _ - _ Yv _ \ 1s Luanda Gait Conway �{ to effective e, ` r � , J'-\'~-- ,.35-"- % t \ Control of aecs sedimentation until the caritributing �p ors stabilized. 1 0 f - . �.- . / / r ,. 2. Construction i `\3 prior r .:. '\ � \ `.'- --� r � - - --. r ,- ,, -a2 ,.....-- � ._.. _ _ _ „_, ..--! - •..� l 33` ! � 4 A. Notify Engineer, Owner aid LOW QW11ty Section �-•. >?.,,1- - • ,fit �\ /q_ \ \ l \ \ / / /! �-- 3` j 33 9 tobegir"Ing construction. i `✓ \� ` \ , ,,, I I / -- _ ., r- , .., , _ - , - _ - -- -• "' B. Install stabilized construction / \ � \ J !`` ---- , •�-�3•y J�_ •- „ , 35 \ � ff �` � \ \\ \ � j II ,� ,,,... �{/�..,- ---'\.. _ _... ,- - --- _ - --' :// �/ l . .-,. --•- _-..�t ._ t G. Clow afd b right-ofad h8' beyand r -of-way y.- an each Clear and rub drokwas crid utility;easernsrits 2W 6$/ / / t t of ikw of 40 RGD we �' \ \ 11 r. r ,� .3� gT lt8 3„i D. rare to be c an ors hndividuat Limit of let ckiaring LEVEL -� ' `�'�� \ \� ?'\� �` •�. ` / � •� / ,,,..- -.� � // - � � ,' --� 83 / / will be according to the plan as . Silt l tad \ t ( t I / at the dawn slope ' of c y a lest is AnnistUr ®Urt yam/ � % �' , \ cleared. Silt fence shall be maintained tr4il the lot isstabilized / T \ ep con y. Silt are an ' topographic ktf cn f / t QD in to be to prime to 12 , 4- _ �? i _ _ 6� �1J \ \ 1 - J \ \ dauP9 s . 06 1 i 'be adjusted to the actual physical an oft topography. That is, where �``. � \ \ \ '`` ,t^ � /- � •r 1 siltferrets is riot shown on the but ht9r r / i / a d s� silt is .._ �� / . � \\ t 1 . \\ \ '`�•� \ � / TOP 353$3 39, � r . ice, 1 be irotalted. Where Er INV. 32. ? � � � 69 :' J r � � �, / / � actual topography reftects an upward stop sift fence is rat E. Construct Constroast and rock / 2. 8�T chock dara where shown. Install , \\ < < �t `\" \ \ \� \\ \ 3> \S e / \ ®{ t `\ P. F. InvymmiliaWy seed, mulch° estd Install iktetrs tg \,, \ . G. Rough grads streets. / 1 N. Install water - t 70 'f / \ ti 1 ,. � control as to fuss , 81 � fur+ctt tit . \ 1 \ - l- � 1 \ TOP 38.2 \ �, h �, . a y 13 , > � 9, � � i - N s \ \ --- \ \ J. ' � Place _ cAeC over am . Install HE6rIN SILT \. f \ , l o \._ � \ \ ) �`'\ `u, a -r..`� - _ % ,: •� \asphalt surfooe course. For additional Inflarrnation, am # FENCE AT drainage notes. � t• � �\ �.$3 �.. , � t � �' - _ _ _ 4� f f \ CLEARi \ r \ ` , \ ` ,.� gip. \ f- '� NG -._ LIMITS K. and mulchshow di t l' or Jiro aid "►i f f \ i i1 `- ,� . / with sod on all *wales, (ard pn _ground cover an :all L exposed slop".) / i J _ m j i i ` a_ ► �. t \ L. Seed, far`tilixs, and mulch provide tarqmrary groundcover an all _ f dr %/ .2 \\ 7,/,/,� / /, m J� C �t$ �` l \ '/ C1C8 \ ' -%\ within 15 Of orty of t1 iv, Tar' Kiln ,Hills r =( i t 1 work. 1 � g m i / r � t `�/ems / n �1 ` ` � �'� - - � t�'i ` �� , �• - � \ \\ � t ` / / / i secti Ill i 3 TO 34." \ \ l M. for all ' dis t within - is working / o 46 31.27 i 31.40 // -3 f, days or no more than foil ,_ V \ completion `\ / ✓ // ;// 2s.-`/ f ida 218�p 83 m `9 , f' \ -- _ - 4 J i / (- 1 ' f Apply t and fertilizer and work $ • 6 of soil, Seed �-- ~ - - - , . / / `� \ / m shall be distributed uniformly with a clean I -221 ff / / i ` 14� , f �� / I f 1 - -z�� \ 30 st •T 3,q l� \ f / i ! / 2 i / ) _ . f f - • / �...-� -1 QP 3�- , �y% f- -' \ rrwtdt. All mu bps and/or It to help t t ! 3 y i /, / { C f ,� / f \� r` INV. 31,ft9 \ J! p r ro� ,y / NA%tii�A6c f �. �' Z `ice , - GICS hold in place. Material aid application s am as follpApst ? �. ,1/ r / )/i ry t \ l llil m , f i Material N r../ , 2k / / J t` t / Aa 1 \ \. 1 \ \ 4 \ ` Application Rate � � __ ) \ / -�.� \ �,- 1. i ` 9 _ ��_�- �'\ Lime 1000 lbs./ac. '. fib- / U 1 -- „�`1 T 1 \ \ Fertilizer 1 i !-P'` �; /ff 4$r 1 �• \ \ i - - \ Fertil { 0-10-10) 800 1bs.Iac. l t \ \ Mulch 1.S tons/ac. -24- / i ry e _ • _ , . _ 85 / \ - i �\ Permanent Seeding 1 �}- '� 1 \ ( I ► l `� t f ST Ala .-- .�^ D 3s / / I �\ 5 € -32/ - \\ ~-3s_ �� Common Bermuda 11 i W/� ry - \ \ (Unhulled Sept. 1 - April 1) 100 lbs . /ac . DER / '~` `\�` > T \ S .81'!$r�e to^\ .. -- ,� `� j 1 (Hulled April 1 - Sept. 1) 75 lbs./ac. { r -_.r v. 2q.4 {� , \\ w "Rebel" Fescue SO 1bs.lac. so �\ 11 t ry`> \� ~��23 �i\ %/jtn 11 L! 'y" \iJ <� f - �.. `� Rye Grain (Sept. 1 - April 1 only) 50 lbs-lac. /il l �: /� \ a� \ \ \ \ - _ �?►' 29 $ \ a Inv. 28.8 lsiUC1 - - - - y" -xl� ^ 1 �T � s-r - ` '� / ! German Millet (April 1 Sept.-1 only) 50 lbs. /ac. / a/r /iER, 3t- existi •N \ } \ \ t j -zr_ / -� \ - ...�:�wy 1 ./ ` -- • -. \ > ( Tem orar Seeding \Y i" ^ 3,t` _ 1 mi ? `'� I Dec. 15 - April 15 %� �ho�/ �\ Y� 1 I ( �''`�\_} �.;,� !� r ° �'` /� ' - '\ �, 3v�- -', ' \ f I /.../ Kobe Les edeza J P 50 lbs./ac. f �- / Rye Grain 100 lbs./ac. / r ,\ ^9f� 20 existing desig Y / April 15 - Sept. 1 1 rn�i:30 u,cxle t 's 4 f ^` \too^� l ` - I \ ` rod -�23 , ( J ✓� ': German Millet 40 lbs./ac. i n t / ,. �•c/.. �"' r ` ".`._ i \ \ C \\ U, J: 1Ct $i 5�"^�XiS`Lt Ky' ../' -'1 i f� r~`'F \\ �_ \B% gr e do f - / �, // 3q_ \ �.� / Sept. 1 - Dec. 15 \ ° _ e / ( Trailwood r �� ` � -38• -- l �-\ �^ mac' ♦ 4 Rye Grain 100 lbs./ac. �7 , . --3 29 , �?�`e.lima \� �22 , /� / f M.S.Section I I 1 26 , `� _ e �- Q\ / $. Gait is responsible for cdt 1 measures �\ -22- - -- - a `'o \ 4 �- 1 't N _ _ ' 43, Pg. 92 - u+ \ \ icy '- -f - / / n6 i'�ACW ffY1'Y iexi -trig existi desi . _ an this sites. �^ t 2A "p cb to 35. min. / , �,\_ jL �1 t , ... inv. jam ' i - I i / - . _ - i n , r i1.98 _! \ - - i v37.8 w/ 5:1 side opes S. all have stabilised, 'c r is to Ilk- 2. 0.5� grac ei control , , 4 mulch to lin these a ??__ � .�..-21 \� t. xis$tr� erptg t .,_� / G. For r+egr ,see the lesion 3 `„� ?s` -- --� `� \\ 4� \ �, i . • b�_t m{ 1 �- �extsttng``��.,, '�,` '40 i o / --�.' design '`.t-/ \.. 1 / j4o.3o_j d \`\,. �? \ \ `�'\ / --.. _2t--• -• � / t � � � > � s erScistin desi General Grading, Drainage, a Erosion and 0 1 \, -�-_( ( ( ry i ` �cb top 35.82 lallu P ciCC' extstin dest Bn e Qe Q e [� it that he and all his ( , ` 15 , ' ! Inv. 3.Ia I cb top 4o.rb6 cb top 40.66 f • \ Tar K s } L _ . _ _ t tnv. 37.9,4 Sedimentation Control Plan site l) do not lion iI''Z - stakes or other in laying out the project whether by Sit\\I 1 ` \zZ �ry3-Ar _ -. \ \ . , 5� R J W t'"V . 38_06_ J t _ - - - `I �'} jj M.B. 30, Pq.1 -.-,__� �/ \\ '\ 2Vjr9 o the or entity Including t under the employ of the 1 , m ca, for *boll his to arts ..verify R®1EiDs �i L�R��IN:�if-.�E NC��i�E�. , /�'•�s. \ V!%1�►LE CALCULATION CHART T ILW D E to fullest practicable that s ," other and 1. The be cans for this am sub to the L2g?� - `J �\ Area 10 Side- Channel Velocity Velocity CTICR H__� - , or to be, accurate and , and ' ly, but prior' De t of'Tran ions ifiaetion . The CoAraetor,.'r \ Q Y Y wank notify the emit of l conflict, Section (acres) (cfs) Sloe Slope (ft/ft) (bare) fps ( rasse+d UPS Ae th of flow 5wansboro Tw 0nslow Go m to , fY • Y my , at his ex eJ I test results an 1) , 2) Bates `"`""""'"`----E'- E 0.65 e. e P , ., Nov Gsa•alata error or ion regarding the work. The shalt not be responsible 1 - 1 0 8 2.60 5:1 0.008 2.5 1.et.a rr, and 3: . The Controetor shall that all construction`�� Cl}R® If all of the not strictly aid to. The Enq shall pnd is +perf in with the N.G. Departxne nt of 2 - 2 0.4 6 1. 50 5 :1 0.010 2.3 1. 2 0.51 ®.$ ,.••••••, _ j e• ° , not be responsible duet to , his can riot be verified. . • 4 ° Swans Builders LLC T riatiort; Specif for and Strnxturos 3 - 3 0.67 2.30 5:1 0.006 2.1 1.1 0.65 .•`.••' ESS1Q •.'9 °•,� r 3 For critical or costly of the work, where the oantraeta- believes latest edi , and 2003 Hot Mix t and Manual, , 4 - 4 4.3 1.4.50 5:1 0.010 4.1 2.1 1.2 4 ,f°t�®� Nq•: ., may not be , the for shall the stakktq P.O. Box 7287 entity to s in an area w its preservation can be and shall the and /or , toot , 5 - 5 0.89 3.40 5:1 0.010 2.9` � all a Jacksonville, North Carolina l • 1.4 0.69 $ij. s y and D.O.T.' al or to , are applicable. "1 m be for density. and Rewired thickness for this Project is as shown 7 - 7 0.81 3.00 5 :1 0.011 2.9 1.5 0.64 F 14 5 75 Vol{910) 347-2062 density chi. on the tiroat for or #aue•rt if o°> °?y" •�• t4tt o• Q�a than that Q=ciA k' act c n, ,f'a' ors +G,+,,i�,Y Si DATE: p� /� •• - /fig f ,{ GPAPHIC SCALE: I _ 100 3 t; ..� nee 1i�. eon A l E 08/03f 0 2. A minimum di of lift7V shall be C=Varies 'n=0.42' �aJ 56'Earth ..., :. :.., seteait}>t41t� 0 50 100 200 atanq the ht-cf-way of out er m ilfi=7.17 in/hr. n=O.OS Crass: ,••, ,,;,-��,1��+:~ ,�.('�%�' _ tt i 3. _ 20 foot radi at right-of-way bores, 30 facet radii at _ � ARIU!, :; . t.• .1; A .�°�,3 A v-1.49 EZ 2/3 s 1/2 r, CElii,,E .S LAND:3t3lt"+�L:yORS LANDPLA,�INERS ��L�� edge of ions. Ct1t�SULili3G i.�f .. , 4 NC 2��11-ii�76 $. All culverts s to be r per n 0- . 12/ 0$ KHW - C . swale calculations chart of Transportation icr'* unless Note-; P t1,130 976 1At 1lsOiat JiL3 E i� Parker _AssociatesInc-, the ar sae tt of T . 12/ /04 KHW Chug. Pipe Al i D3 (e) artd/or b9r Ertg and/i 0 111144tiOn. 1. See site plan for typical section locations. DATA COLLECTOR: 'I"At ll,s CO h flat Department 2. Sections selected are r s sections. i _ . 12l01/0$ KNW Chg. pvm L and add dbl. eb s S. All and practices to Nora Carol pexrttrnelnt _ Se ti le ed e worse case s s . 600K N/A � ll/t1l04 K1-ihl - at t�8-13 aid Dbl. ee of T e 3. Line all swales with American Excelsior Curlex Blanket WA it _ Ns7► - >. �:: � .. •_ ' - c 6. For other led canstruction , plan and profiles. FILENAME TRAILWOOD53 ' 04 KHW s O or line and anchor w '= .DWG KHW -, Rev. M24/04 KWW - Per PAi reviewu l e. alit with sod JOB NO.: 5030522-3489 Sheet 2 Of % 3$4 Ft4l6 - ]f 320 k" a. r .,yza. _ ,•,.,,.:_:o,euuW:.....`.. 1 _ ..... - .:k.. .•' ...._,... �� `."A.cFa,: ��* _ ;�,?.,�ii{�ya,::<_,:,;. , d ( , >.: „ •¢ WnxnnrmSmIITx,P.A 1001 College Court (28562) Post Office Box 867 New Bem, NC 28563-0867 December 15, 2009 NCDENR - Division of Water Quality Stormwater Branch 127 Cardinal Drive Extension Wilmington, NC 28405 Attn: Linda Lewis RE: Trailwood, Sections I, iI, III Transfer of Stormwater Permit SW8020912, SW8020110, and SW8041030 Our File 050819-00005 Dear Ms. Lewis: AMY P. WANG, Attorney at Law P: 252.672.5516 F: 252.672.5477 apw@wardandsmith.com DEC . '� ;i4J Enclosed please find the following to effectuate the transfer from the developer, Swans Builders, LLC, State Stormwater Permits SW8020912 and SW8020110 to community association Trailwood HOA, Inc., and State Stormwater Permit SW8041030 to community association Trailwood Section III HOA, Inc.: ® Original completed Coastal Stormwater Permit Name/Ownership Change Forms for Permit Numbers SW8020912 and SW8020110 for Trailwood Sections I and II ® Documentation of the transfers of ownership for Trailwood, Sections I and II ® Copy of recorded Declarations for Trailwood, Sections I and II o Certifications for stormwater controls in Trailwood, Sections I and II for Permit Numbers SW8020912 and SW8020110 • Original completed Coastal Stormwater Permit Name/Ownership Change Form for Permit Number SW8041030 for Trailwood Section III o Documentation of the transfer of ownership for Trailwood, Section III ® Copy of recorded Declarations for Trailwood, Section III ASHEVILLE GREENVILLE NEW BERN RALEIGH WILMINGTON www.wardaiidsmith.com "WARDANDSMITH,EA. NCDENR - Division of Water Quality December 15, 2009 Page 2 O Certification for stormwater controls iii Trail SW8041030 wood, Section iil for Permit Number Documentation of the assignment of rights for Trailwood subdivision, Sections I, II and III Please process the transfer of Permits SW8020912 and SW8020110 to Trailwood HOA, Inc., and Permit SW8041030 to Trailwood Section III HOA, Inc., respectively. If DWQ intends to inspect the low -density facilities in Trailwood, please notify the developer, James McCotter, at Lmmymccotter(&,hotmail corn in advance so that he may arrange for a representative to accompany the inspector and to answer any questions. Should you require further information, please call me. With kind regards, I am Yours truly, Amy P. W APW:apw ND: 4833-5660-2373, v. l Enclosures cc: Swans Builders, LLC (w/o encs.) Trailwood HOA, Inc. (w/o encs.) Trailwood Section III HOA, Inc. (w/o encs.) Mr. C.H. Pope, Jr. (w/o encs.) Mr. Adam M. Beaudoin (w/o encs.) Hammers, Angela From: Hammers, Angela Sent: Tuesday, June 30, 2009 11:57 AM To: Ipaitext@bizec.rr.com' Subject: Trailwood Sec II, III and Shetland Farms Stormwater Transfer Requests Mr. Houston, As I reviewed the request for a transfer of ownership for Trailwood Section I, 1 discovered a common piece of information throughout the transfer requests for Trailwood Section ll, Trailwood Section III, and Shetland Farm. For Trailhead Section II and III, the transfer of ownership request form was signed by Mr. James E. McCotter as the signing official for both the current permit holder as a representative for Swans Builders, LLC and the president of the Trailwood HOA. For Shetland Farms, the transfer of ownership form was signed by Mr. Doyle Evans as the President of both Swans Realty, Inc. and the Shetland Farms Property Owner's Association. DWQ cannot accept a transfer from a current permittee to the same person acting as the HOA president. Please re- submit the transfer of ownership once the HOA has been formed and the signing official accepts majority responsibility outside of the current Permittee (so, the current Permittee must not have majority say in the HOA to be an acceptable transfer). Please forward this information to Mr. McCotter and Mr. Evans as the transfer of ownerships are not acceptable at this time. If you have questions, please let me know. Sincerely, Angel Angel Hammers (Please note my new email address is angela.hammers@ncdenr.gov) Environmental Specialist NC Department of Environment and Natural Resources Wilmington Regional Office 127 Cardinal Drive Ext. Wilmington, NC 28405 Office: 910.796.7215 Fax: 910.350.2004 E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street + P.O. Box 976 Jacksonville, NC 28541-0976 (910) 455-2414 + Fax: (910) 455-3441 Ms. Angela Hammers, Environmental Specialist Division of Water Quality 127 Cardinal Drive Ext. Wilmington, NC 28405 Dear Ms. Hammers, NO-1 r-19AAl'S-.FE1R5LM Nvg 'jb D eV eLo Q oK -u-- t1J1Z J1 l Aj 1 t"R'cLT ► t-) 06A. s� 2 Re: Stormwater Inspection Reports for: Trailwood, Sections I, II, & III dated May 26, 2009 Shetland Farms dated May 22, 2009 In response to your Stormwater Inspection Reports for the above referenced projects, we respectively submit the following: Re: Trailwood, Section I: #SW8 020912 In regards to the deficiencies noted, please see the attached correspondence of October 28, 2005 and January 9, 2006. This section is a division of lots fronting on an existing State maintained road with no Curb and Gutter and no Outlet Swales. Re: Trailwood, Section II: #SW8 020110 In regards to the deficiencies noted: A) The swale between lots 17 & 18, Rip Rap is sporadic in the upper reaches of the Swale. This appears to have been placed to stabilize the area. The swale is stabile and functioning. It has at least 100' of 5:1 Swale beyond the Rip Rap prior to daylighting to overland sheet flow and approximately 140' of overland sheet flow before becoming concentrated flow at the natural drain at the corner of lots 16, 17, & 20. We believe the Swale has been constructed within substantial compliance and intent of the desi`_wi draw; ags. B) Attached is a copy of the original O & M Agreement dated March 26, 2006. The O & M Maintenance Verification Form will be forthcoming as soon as it is signed by the proposed permittee. EMAIL ADDRESS: TEXT MESSAGES TO: PaitextAbizec.rr.com MAPS AND PLANS TO:yaidraftAbizec.rr.com + ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS + FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS O�O� W ATE9QG 9r Date: ProjectName: Project Nor.�`W�d 209� v County: �J/%SGDuJ -SW fl4 5C/ova ✓�-lv�OZ 4�/D The Wilmington Regional Office of the Division of Water Quality received your Stormwater Permit Name/Ownership Change request on &2 IF Your project will be reviewed within 75 days of receipt & you will be notified if additional information is needed. If you have any questions, please contact any member of the Stormwater review staff in the Wilmington Regional Office at (910) 796-7215. Jo Casmer Administrative Assistant PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street + P.O. Box 976 Jacksonville, NC 28541-0976 (910) 455-2414 + Fax: (910) 455-3441 LETTER OF TRANSMITTAL TO: Ms. Linda Lewis DATE: April 8, 2009 NCDE-i\R-DWQ REF: Trailwood, Section III 127 Cardinal Dr. Ext. SW Permit # SW8 041030 Wihnington, NC 28405-3845 WE ARE SENDING YOU: One (1) original and one (1) copy of the State Stormwater Permit Name/Ownership Change Form, One (1) copy of the Peed a Transfer, and One (1) copy of the Erosion Control Plan; all for the above referenced project. A1109NAM- To DELIVERY VIA: N Regular Mail ❑ Hand ❑ Federal Express ❑ UPS Overnight ❑ UPS Ground ❑ Other THESE ARE TRANSMITTED AS CHECKED BELOW: ® For Approval ❑ As Requested ❑ For Review and Comment ❑ For Your Use ❑ For Bids Due ❑ Other COMMENTS: APR 0 0 2009 Richard C. Muni, P.L.S. Copies To: Swans Builders, LLC RCM/rmh CF (P), LAM (if enclosures are not as noted, kindly notify us at once) c2. LOT. RCM.Lewis.Trailwood.SectIII.OwnershipChngForm.4.8.09 EMAIL ADDRESS: TEXT MESSAGES TO: imitext(a�bizec.rrxom MAPS AND PLANS TO: asidraf Abizec.rr.com + ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS + FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS NNSWARDANnsNUTx,EA. 1001 College Court (28562) Post Office Box 867 New Bern, NC 28563-0867 March 1, 2010 NCDENR - Division of Water Quality Stormwater Branch 127 Cardinal Drive Extension Wilmington, NC 28405 Attn: Angela Hammers RE: Trailwood, Section III Transfer of Stormwater Permit SW8041030 Our File 050819-00005 Dear Angela, AMY P. WANG, Attorney at Law P: 252.672.5516 F: 252.672.5477 apw@wardandsrrd&com Per our recent e-mail correspondence, enclosed please find the original Operation and Maintenance form signed by the President of Trailwood Section III HOA, Inc., Mr. LeRoy Johnson, and notarized. Please complete the processing of the transfer of Stormwater Permit SW8041030 to Trailwood Section III HOA, Inc. With kind regards, I am Your truly, Amy P. W APW:apw ND: 481 l-5447-9877, v. 1 Enclosures cc: Swans Builders, LLC (w/o encs.) ASHEVILLE GREENVILLE NEW BERN www.wardandsmith.com RALEIGH WILMINGTON PARKER & ASSOCIATES, INC. Consulting Engineers - Land Surveyors - Land Planners 306 New Bridge Street + P.O. Box 976 Jacksonville, NC 28541-0976 (910) 455-2414 + Fax: (910) 455-3441 Januany 9, 2006 Ms. Linda Lewis NCDENR - DWQ 127 Cardinal Drive Extension Wilmington, NC 28405-3845 RE: Transfer of Permits for Trailwood Sections I & II SW8 020912 and SW8 020110 Dear Ms. Lewis: Your letter of October 28, 2005, has filtered down to me. Although our office is not specifically working on the permit transfer I wanted to clarify your concern noted in your final paragraph regarding the Section I Permit apparently being erroneously issued without curb outlet information. Section I is a strip of lots that were platted along the then existing Lee Rogers Road (NCSR 1431), a "ribbon" or "strip" pavement county road with roadside swales - no curb or gutter. Enclosed is a copy of the recorded Plat. Your permit issued on December 2, 2002 appears to be correct. Please contact me directly if there is any further question regarding this particular concern. Very truly yours, PARKER & ASSOCIATES, INC. John W. Parker, President Enclosures xc: Clifford Parson (w/enclosures) J.E. McCotter John Pierce. P.L.S. CF (P) JW P/kde c3:JW P. Lewis. Itr. 1.9.06 EMAIL ADDRESS: TEXT MESSAGES TO: paiteztAbizec.rr.com MAPS AND PLANS TO: paidraft/albizec rr com + ENVIRONMENTAL ENGINEERING + STORMWATER, WATER AND WASTEWATER SYSTEMS + FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDMSION AND CONSTRUCTION PLANS OF WA Michael F. Easley, Governor �O G William G. Ross, Jr., Secretary pin North Carolina Department of Environment and Natural Resources Q Alan W. Klimek, P.E_ Director Division of Water Quality October 28, 2005 Afar. Dewey Bordeaux, Manager Swans Builders, LLC PO Box 7287 Jacksonville, NC 28540 Subject: Transfer of Permits for Trallwood Sections I and If Story water Project Nos. SW8 020110 and SW8 020912 Onslow County Dear Mr. Bordeaux: The Division acknowledges receipt of the transfer of ownership forms for the subject Stormwater Management Permits on October 27, 2005. Your attorney's cover letter indicates that he had spoken to Ed Beck about the transfer process in July, however, Mr. Beck does not have any specific recollection of speaking to him. It is the Division's policy not to transfer permits from the permittee (as the developer), to the same permittee as an officer in the HOA unless and until the permittee/developer is no longer affiliated with the HOA, holds no office and has no majority vote in the HOA based on the number of votes allowed per lot that remain in the permiftee's possession. It is customary to assign more votes per lot to the lots that.are owned by the developer or permittee, so it may take more than 50% of the lots to be sold to get to the ooint where the permittee no longer has a majority vote. AS an alternative, the Division will transfer the permit to the HOA wflen 50% of the lots or less are sold if a secured bond is provided, where there will be money available to the HOA to make any necessary repairs to the stormwater system after the developer no longer has any interest left in the project and the homeowners are truly the ones left with the permit responsibilities of operating and maintaining the sJystern:.................... _ Additionally, it appears that Section I (SW8 020912) contains a curb outlet Swale system, ys however, the required curb outlet supplement, swale calculations and drainage area delineation were not provided as part of that application. The permit was apparently erroneously issued without these items. I am requesting that the missing items be provided prior to transferring the permit for Section I. Prior to transferring the permit for Section II, a new curb outlet supplement must be signed and submitted. Each curb outlet supplement should be signed by the HOA. Please contact me at (910) 796-7404 or email me at Linda.lewisD-ncmail.net if you have any questions. Sincerely; Linda Lewis Environmental Engineer II ENBWrl: S:1WQSISTORMWATILETTERS120051020110.oct05 cc: Clifford Parson, Ward & Smith Attorneys at Law James McCotter, President, Trailwood HOA, Inc. John Pierce, PLS Linda Lewis North Carolina Divisior. of Water Quality 127 cardinal Drive Extension Phone (910) 796-7215 custwrre-Service 1-877 ,23-6748 YA1Immg:on Regional office Wilmington, NC, 28405.3845 FAX (910) 350-2704 Internet: h2o.en-.stale.nc.us c th Carolina l�Tor An Equal Opportun'Iy,'Affirmative Action Employer — 50% RMcled/110% Post Consumer Pape.- OW&MflY