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HomeMy WebLinkAbout20030248 Ver 1_COMPLETE FILE_20030305O?O? W AT ?9pG DW Coward, Hicks & Siler, P.A. Attorneys at Law 43 West Main St. Franklin, NC 28734-3005 Attention: Mr. Robert F. Siler, May 1, 2003 On 03/28/03, The N.C. Division of Water Quality received your letter concerning the application of Larry Raby and Lee Burns proposed construction of a road and utility easement in Clay County. According to your letter (referenced above) you had sent a response by letter (dated March 11, 2003) to the Department of Water Quality. We have no such correspondence dated March 11, 2003 in your file (DWQ# 03-0248). Since the proposed activity would not impact wetlands, streams or protected riparian buffers, the proposed activity would not require a 401 certification from the Division of Water Quality. Please call John Dorney at 919-733-1786 or visit our web site at http://h2o.enr.state.ne.us/ncwetlands if you have any questions regarding this letter. Sincerely, Michael Horan Environmental Tech . N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 (919) 733-7015 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality a`?CUEP,t Customer Service 1 800 623-7748 4ETLAND81401 GROUP COWARD, HICKS s SILER, P. A ATTORNEYS AT LAW 43 WEST MAIN STREET FRANKLIN. NORTH CAROLINA 28734-3005 TELEPHONE: (828) 524-8475 FAX: (828) 524-9833 ORVILLE D. COWARD ORVILLE D. COWARD, JR. RALPH L. HICKS ROBERT F. SILER J. K. COWARD, JR. WILLIAM H. COWARD KIMBERLY R. COWARD MONTY C. BECK RICHARD K. WALKER THOMAS R. CRAWFORD HEATHER C. BAKER April 25, 2003 NC Department of Environment & Natural Resources Division of Water Quality C/O John Dorney Parkview Building 2321 Crabtree Boulevard Raleigh, North Carolina 27604 Re: Application of Larry Raby and Lee Burns Dear Mr. Dorney: KENT COWARD 1929-1989 OFFICES IN: FRANKLIN, NC SYLVA, NC CASHIERS, NC By letter dated 3 March 2003, I advised you of the application of Mr. Raby and Mr. Burns to Duke Power Company for an easement over Duke property at Mission Reservoir in Clay County, North Carolina. At that time, I asked for any response to the application within thirty days. By fax dated 5 March 2003, your office forwarded me a pre- construction application form. By letter dated 11 March 2003, I asked if an application was appropriate, since the easement would have no impact on wetlands, streams, or open water, and no ponds would be created. I have received no response to the inquiry. Accordingly, I am proceeding with the application with Duke Power Company. Kindest regards. Yours sincerely, Robert F. Uer APR 2 8 ?UU3 COWARD, HICKS & SILER, P.A. NATERQUALITY SECTTON RFS/pms 0V ???tr9 ?? r William G. Ross Jr., Secretary North Carolina Departnacnt of Environment and Natural Resources Alan W. Klimck, P.E., Director Division of Water Quality Division of Water Quality Department of Environmental and Natural Resources Wetlands/401 Unit Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: 919-733-1786 C Fax #: 919-733-6893 Fax To: C-1 h C C Company: Number of pages including cover sheet: Notes or special instructions: Fax ##: Date: nr) I ?-' n,-,ec-? '? +() h C- c n -Ft r-1 h C ?-r ilr Fo r La-FFLI P-)CK-hu - - ?-?? Ru r r-_? S - C-N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands p ^_ COWARD, HICKS & SILER, P. A. ATTORNEYS AT LAW 43 WEST MAIN STREET FRANKLIN. NORTH CAROLINA 28734-3005 ORVILLE D. COWARD ORVILLE D. COWARD, JR. RALPH L. HICKS ROBERT F. SILER J. K. COWARD, JR. WILLIAM H. COWARD KIMBERLY R. COWARD MONTY C. BECK RICHARD K. WALKER THOMAS R. CRAWFORD HEATHER C. BAKER TELEPHONE: (828) 524-8473 FAX: (828) 524-9833 March 3, 2003 NC Department of Environment & Natural Resources Division of Water Quality C/O John Dorney Parkview Building 2321 Crabtree Boulevard Raleigh, North Carolina 27604 Re: Application of Larry Raby and Lee Burns Dear Mr. Dorney: KENT COWARD 1929-1989 OFFICES IN: FRANKLIN, NC SYLVA, NC CASHIERS, NC WETLANDS 1401 GROUP "AR 0 5 2003 WATER Q UA L I Ty SECTION My clients, Larry Raby and Lee Burns, are applying to Duke Power Company for a permit for road and utility easements. The application is for thirty foot wide road and utility easements, with a sixteen foot wide roadbed, over Duke Power property located at Mission Reservoir, Clay County, North Carolina. My clients currently have an existing easement for the existing access road located on Duke property at Mission Reservoir. This easement was conveyed to my clients by Nantahala Power and Light Company in 1990. The existing easement runs all the way from Mission Dam to my clients' property. The existing easement measures over a mile in length. The reason my clients are applying for new easements is because the existing easement is for the existing road, and the Clay County Subdivision Ordinance requires a thirty foot wide easement with a sixteen foot roadbed. The application to Duke is for two easements. The first new easement would be located on the existing roadbed, which is the location of the existing easement, but would provide for a thirty foot wide road right of way and a sixteen foot wide roadbed in order to comply with the Clay County Subdivision Ordinance. The second new easement would provide for an easement of the same widths not within the existing old railroad bed. This easement would run approximately ninety feet across Duke Property not now covered by the existing easement. The new easements are shown on March 3, 2003 Page Two the plat of Sprinkle Surveying, P.A., drawing 3769a2, which is attached. The first new easement runs from the beginning of line P5 on the plat to the end of the line 223. This is also the location of the existing easement acquired from Nantahala. The second easement runs from P23 to 226, as shown on the plat. The total length of the two easements is less than 1900 feet. The existing easement held by my clients runs over Duke property for a distance of over one mile. If the new easements are granted, my clients would surrender to Duke the portion of their old easement running from the termination point of the new easement to Mission Dam. This is a distance in excess of 4,000 feet. Thus, the total encumbrance on Duke's property would be much less after the granting of the new easement than it is currently. The location of the easements is on Duke property within the FERC boundary. The easements are, however, located at least 150 to 200 feet from the shoreline of the Hiawassee River and Mission Reservoir. The area between the Reservoir and the easement is wooded and undeveloped. The new road would be screened from the Reservoir by vegetation. The existing roadbed is at least sixteen feet in width except for a few locations. Those locations are at the areas of P13, P14, P16 and P23, as shown on the Sprinkle plat. In each of these locations the roadbed can be widened to sixteen feet by widening the north side of the roadbed, which is the side away from the river. There would be cutting of trees which have grown up in the roadbed, but there would be no cutting of trees on the south bank of the roadbed and no disturbance of the south bank. I have enclosed for your information photographs of the existing roadbed and the trees growing within it. As you can see, the existing roadbed is so sufficiently wide and well defined that minimal grading will be required. In summary, the construction would consist of widening on the north side of the roadbed in a few places, the cutting of trees in the roadbed itself and preparing the surface of the roadbed as a gravel all-weather road. In return for the granting of this easement, Duke would receive a surrender of easement for the portion of the now existing easement running from the point of termination of the new easement at P23 to Mission Dam. A copy of the plat showing the proposed new easements and copies of photographs showing the existing roadbed have been enclosed with this letter. March 3, 2003 Page Three Please let me hear from you within thirty days from the date of this letter. Thank you very much for your consideration. Kindest regards. Yours sincerely, COWARD, HICKS & SILER, P.A. i Robert F. Siler RFS/pms Enclosures nt ,ti .� !.µis:- + i' _. �' 4 • td` la �� wc f1 RfLAIis r- �. # , ��. • t' �. ski 1 � "K�' ��. i tel. •!�. � � ��_ � �� - ti: �y�;,' 4 . I � .� _1C:`t'�6 awl ` ,,� ��,'4, _�m•� ."���. �� `� �,,'� r �, b� �`. �4 , w 11 ��F � � ' � ,..Rs_.� �. i:� i I " �t i -; .� :� P c. ! ,, C . •�"'� �_ LTJ '.\ tI�J ir�"� y r° �.' L 4 Y .'4 I� � •^'r � yj f �"ti.' 1' �„�� ter.'- � y. p ., . ✓ ,�. '�' 1�%{�,.. 'Y ti ''ti' •'a+cT �fiC!•,'t ' X7►�+�'� r ♦ C ^ �1 ,-,' � k4. -71 NI; 41 "tz y � ��%'a" �,,.. r s_ - `"'� +' �► qtr'" -••_ ;�-• Ri!' it �`�►+ �, � E y' y� 7'�"cM` . AK 'LSA d_ ` ,�✓. :,�n •sv.+! ; ' C' ��-� � =.s1M .'"mad. n. �..�'�,-•'. .. � ".. ....H: N REVISION: DAM STATE OF NORTH COUNTY OF 1 STATE OF NORTH CAROLINA NOTES: 1. SHOW PROP. 3d R/W AND AREAS. OCTOBER 10. 2002 COUNTY OF CLAY 1. THIS SURVEY WAS PREPARED FOR THE SOLE BENEFIT OF OUR CLIENT AS NAMED IN THE I, RENEW OFFIC _ REVIEW OFFICER OF CLAY COUNTY, CERTIFY TITLE OF THIS PUT, AND IS NOT TO BE USED FOR THE BENEFIT OF A THIRD PARTY TO RR M15S1 SCR OORDAD MEETS Ai STATUOR PLAT TO WHICH TORY REQUIREMENT - THAT THE M15510N~0 )R PLAT TO WHICH THIS CERTIFICATION IS AFFIXED PURCHASE, TO SECURE FINANCING, OR OBTAIN JTORY REQUIREMENTS FOR RECORDING. TITLE INSURANCE ON THIS PROPERTY, WITHOUT THE EXPRESS WRITTEN CONSENT OF THE SIGNING SURVEYOR. H.29. ~ MAZZA 008 N0180' 21"E 2. ANY UNDERGROUND UTILITY LOCATIONS SHOWN REVIEW OFFICER ON THIS PUT ARE APPROXIMATE. THE PROPERTY MAY ALSO BE SERVED 8Y OTHER UNDERGROUND 1` / O GAFlA LANE G. N. HOUND GATE RENEW OF 11 V ~~7- XII_ST GRAV RD 190 245 UTILITIES WHICH WERE NOT LOCATED. Yn us q ~ 1 ALL DISTANCES SHOWN ON THIS SURVEY PLAT ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. I R-fil I N 1457-21-E CERTIFICATE OF APPROVAL FOR R APPROVAL FOR RECORDING THE PLAT SHOWN HEREON COMPLIES WITH THE PROPOSED ACCESS R/W & SUBDIVISION PLAT I 96.34' 1 CERTIFY THAT THE PLAT SHOWN OTECTION ORDINANCE AND HAS BEEN APPROVED VICINITY SKE7CH WATERSHED PROTECTION ORDINAN N 3476'21"E FOR RECORDING IN THE REGISTER GIBTEF IN THE REGISTER OF DEEDS OFFICE. %B4 DWG. NO. 3769a2 OR - 34.76'\\ J. G. r DATE WATERSHED WATERSHED ADMINISTRATOR LARRY & PATSY RABY NOTICE THIS PROPERTY IS LOC/ PROPERTY IS LOCATED WITHIN A PUBLIC WATER SHED, DEVELOPMENT RESTRICTIONS MAY APPLY. & LEE & BETTY BURNS R-5 N 3418'21"E SUPPLY WATERSHED, DEVELOPMEK 41.83' REFERENCES: G. N. NOLAND ~I H 190 ~ 25 SWEETWATER TOWNSHIP CLAY COUNTY, N.C. DEED BK. 141, PG. 042 ~1 H I CERTIFY THAT THE FINAL PUT THE FINAL PLAT SHOWN HERE ON COUNTY SUBDIVISION REGULATIONS AND~SES JUNE 19, 2002 SCALE: 1 IN. = 120 FT. DEED 8K. 141, PG. 185 H. J. MAZZA N 34'18'21'E WITH THE CLAY COUNTY SURDMS DEED 8K. 129, PG. 008 129 008 / 190.35' APPROVED FOR RECORDING IN TH RECORDING IN THE REGISTER OF DEEDS OFFICE DWG. NO. 3769-A BY SAMUEL L. SPRINKLE, PLS h I i a010 ~ OR / DATE CLAY COUNTY CLAY COUNTY SUBDIVISION ADMINISTRATOR 120 0 120 240 380 LEGEND: I / I 0 EXISTING IRON PIPE / IRON ROD (AS NOTED) R-4 N 29'03'21'E / IRON ROD SET (IRS) ' 110.86' / GRAPHIC SCALE - FEET I #'5 REBAR UNLESS OTHERWISE NOTED • NAIL / SPIKE (AS NOTED) ,7 / SURVEYOR'S NOTE NO N.C.G.S. HORIZONTAL CONTROL MONUMENTS FOUND WITHIN 2000 FEET OF SITE VED ® CONCRETE MONUMENT (AS NOTED) R-~ N 2s'03'21"E j ALTHOUGH MARKED AND PAINTED 0 EXISTING CORNER, TYPE NOTED R-253.03' + A WIRE FENCE WITNESS AND LINE TREES WERE OBSERVED _R N 3428'21'E FROM THE MIDDLE OF LOT 10 OF RIVER '11;1 - - OVERHEAD UTILITY LINE(S) / STONE o POINT R- 111 45.32' / RUN SUBDIVISION TO THE PIPE AND OLD STONE IDENCE 0 CONTROL CORNER N 3428'21'E C. N. NOLAND / ON THE NOLAND PROPERTY, NO OTHER EVIDENCE FIRE HYDRANT 72.68' 25 1 1901 245 4 5 OF DUKE ENERGY'S PROPERTY LINE WAS LOCATED. PROPOSED R/w )CATED. 52 EVEN THOUGH OLD WITNESS MARKS WERE FOUND, ALL LIGHT POLE L24 AREA = 0. / ~ op AC. UND, ALL rr UTILITY POLE ~I 2 EIP / IRON PIPES AND RODS CALLED FOR IN DEED BOOK 132, 300K 132, -R - - _ 3 NAIL FND. B PAGE 204, BASED ON A SURVEY BY fELIX E. IX E. t- - PALMER, RLS, APPEAR TO HAVE BEEN REMOVED. P-ti5 vRaFaun w ROVED. N Q ~ m D. BEAM ~ 3 I 7 1 9 04 o° DUKE ENERGY CORP. FORMERLY NANTAHALA POWER ~I AND LIGHT I'I 9 12 12 L P. D ORNN /i 4,44 I RU Q. A. D. CHEATHAM Pj 196 / ? ~6 cjYey'L 212 / 319 > 11 / ~S2 J2 4 f~ ° I O ~ 11 13 TABLE OF METES do BOUNDS \ ID n / L P. DORM CENTERLINE OF EXISTING RAILROAD BED e e / 196 J 050 L SAMUEL I. SPRINKLE, PROFESSIONAL LAND SURVEYOR NO. L-3629, CERTIFY AND SOIL ROAD V~ TOA1ONE OR MORE OF THE FOLLOWING AS INDICATED WITH AN 'X' PROPOSED 30' PRIVATE ACCES R/W PROPOSED R a AA EIP 14 x A. THAT THIS PUT IS OF A SURVEY THAT CREATES A SUBDIVISION AREA = 1.279 AC. OF LAD WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT COURSE BEARING DISTANCE e n HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND; P-1 S 67'19'24"W 22.02' J. W. KREBS R. A. GRIFFITHS L1 B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN A P-2 S 82'39'04"W 82.46' 15 Fjp / 196 /.179 213 / 327 ryo ANG IR 16 PORTION OF A COUNTY OR MUNICIPALITY THAT 5 UNREGULATED P-3 N 87'11'07"W 65.01' AS TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; P-4 N 80'55'43"W 28.79' P~ C. THAT THIS PLAT Is OF ONE OF THE FOLLOWING: P-5 N 76'51'42"W 55.67' DUKE ENERGY CORP. P-6 N 70'56'50"W 50.78' FORMERLY NANTAHALA POWER 17 -z' EIP ? A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND P-7 N 65'47'07"W 76.75' AND LIGHT 18 F. EIP i e~11\\\ EIP j V. GILES M9~ AND DOES NOT CREATE A NEW STREET OR CHANGE AN P-8 N 58'01'17"W 56.59' EXISTING STREET; P-9 N 53'48'57"W 110.49' P-10 N 5226'52"W 98.23' 19\ 20 196 /0180 \ g2,.~',~ 0i q° / , 5a ? A SURVEY OF AN EXISTING BUILDING OR OTHER STRUCTURE, P-11 N 50'05'50"W 83.52' OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR P-12 N 50'41'49"W 90.05' ? A CONTROL SURVEY. P-13 N 42'49'05"W 98.23' P-14 N 46'07'27"W 73.39' D_ THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH P-15 N 47'00'58"W 89.89' P 10 EIR 21 22 \ EIR\ N 10b EI , ' ' / AS THE RECOMBINATION OF EXISTING PARCELS, A COURT-ORDERED P-16 N 4675'24"W 142.15' LARRY RABY, et d 141 / 042 SURVEY, OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVISION P-17 N 4537'47"W 157.76' P-18 N 40'07'02'W 136.03' E. THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH P-19 N 39'01'38"W 124.11' 4 o DWG. 3769-A THAT I AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF P-20 N 59'22'02"W 50.19' MY PROFESSIONAL ABILITY AS TO THE PROVISIONS CONTAINED IN P-21 N 6426'27"W 58.93' B 4 4 a (A) THROUGH (D) ABOVE; P-22 N 71'20'34"W 113.05' e ~ r o 3 it P-23 N 72'54'26"W 100.67' F THAT THIS PROPERTY IS/IS NOT WITHIN ANY FLOOD ZONE AS P-24 N 1921'10'E 61.25' L_ j DELINEATED ON THE FLOOD HAZARD BOUNDARY MAP PREPARED P-25 N 14'52'45"E 16.49' p~ BY THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT. P-26 N 04'03'42"E 14.33' TABLE OF METES do BOUNDS LOT 1 UNDS DUKE ENERGY CORP. 1.439 ACRES N / BOUNDARY LINE FROM H. J. MAZZA 1. MAZZA FORMERLY NANTAHALA POWER A to 72TY AND LIGHT ry T TO LARRY RABY PROPERTY SAMUEL I. SPRINKLE PROIES%9 LAND SURVEYOR NO. L-3629 LR§..__._.._.._..._... IRS RIVER COURSE BEARING DISTANCE 1 S 13'11'45"E 127.93' DISTANCE 6.39' \14AJCEE 127.93' w HiA 2 S 68'34'05'E 135.90' 135.90' a 3 S 6826'1 O'E 64.24' 4 N 58'48'51'E 139.49' 134.24' TABLE OF METES & BOUNDS o 0 245.16' 5 S 26'54'51"W 72.39' 72.39' CENTERLINE OF PROPOSED 20' 184.64' DWG. NO. 3769a2 I, SAMUEL L SPRINKLE, CERTIFY THAT THIS MAP WAS 6 S 1328'16'E 76.75' DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY 7 S 3523'09"E 207.40' 207.40' PRIVATE ACCESS R/W N a2'p0'00~ 430• 129.53' MADE UNDER MY SUPERVISION; THAT THE RATIO OF HpI""IHryR~ 8 S 72'08'09'E 129.53' PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES ~V`VV CAf?o/,,V 9 S 20'36'09'E 110.21' 110.21' COURSE BEARING DISTANCE "~1O "E 21 112.09' R-4 NV321 E 109.86' a~ NOTE: ALL AREA COMPUTED BY IS 1/10.000+ THAT THE BOUNDARIES NOT SURVEYED T~ 9_~a,..•••••.., Z/ 10 S 48'30'09'E 112.09' COORDINATE COMPUTATIONS ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION Q OFESS/Qti~Q. it N 72'45'51'E 73.67' FOUND 91 DEED BIC - PACE THAT THIS Z; Q- 9 y9 12 N 3728'51•E 143.33' PUT WAS PREPARED IN ACCORDANCE WITH G. S. 47-30 ; Q 13 S 10'00'51"W 203.64' R-2 N 28'1 o 143.33' I. 203.84' R-3 N ti SPRINKLE SURVEYING P.A. AMENDED OCDR N. C. STANDARDS OF PRACTICE = SEAL : _ 14 S 1434'51"W 51.96' 1 FOR T 15 S 3753'17"E 82.93' 51.96, 73.67' R-1 N 02'5O'29*E 40.52' 82.93' R-5 N 3418'21 E 265.69 E1p ?d~• D. g BEHOER' WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER L-3629 - 1 S 84'57'51"E 93.32' 93.32' R-6 N 14.57'21'E 90.95' 236/ PROFESSIONAL LAND SURVEYORS ® AND SEAL THIS 19th DAY OF JUNE AD.. 2007 = P o• W; ,1 1 '9'11 SURV~r • `~v' .44'021 E 577.25' 48.44' R-7 N 70'33'52"W 25.53' 11C.4, S-'O 57.25' R-8 N 61'05'57'W 40.50' 464 WEST PALMER STREET 18 S 5 GF+ 19 S 53'24'26•E 74.74' 74.74' R-9 N 6652'22'W 38.69' 156.44' R-10 N 6929'08*W 42.45' FRANKLIN, NORTH CAROLINA 28734 20 S 5324'28"E 156.44' TEL. 828-524-5867 do 828-524-7994 PROFESSIONAL - - LANDURVEYOR 22 s 8oasi9 E 135.52' 8271• R-11 N 53'37'455W 81.21' 135.52' , L-3679 do 828-389-3048 FAX: 828-524-7994 SURVEY BY HEJ PLAT BY DRS ill