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Home My WebLink About20120073 Ver 2_Application_20120802a V STATE OF NORTH CAROLPNA AUG 2 o'saR 2412 apS4DWq ASR DEPARTMENT OF TRANSPORI ATION �VCy BEVERLY EAVES PERDUE GOVERNOR July 30 2012 US Army Corps of Engineers Raleigh Regulatory Field Office 3331 Heritage Trade Dr Suite 105 Wake Forest NC 27587 EUGENE A CONTI JR SECRETARY 12 -- ool 3 U Z Attention Eric Alsmeyer NCDOT Coordinator Division 5 Subject Application for the Modification to the Section 404 Individual Permit and Section 401 Water Quality Certification for US 501 from NC 49 in Roxboro to SR 1602 (Jesse Banks Road) in Person County Division 5 Federal Aid Project No STP- 501(11) WBS Element No 34406 2 3 TIP No R 2241A Reference Section 404 Individual Permit issued June 6, 2012 USACE Action ID 2009 00439 Section 401 Individual Water Quality Certification April 5 2012 NCDENR DWQ Water Quality Certification Project No 20120073 $540 00 Debit WBS Element 34506 1 1 Dear Sir The North Carolina Department of Transportation ( NCDOT) proposes to improve US 501 to a multilane facility from Roxboro to the Virginia State line This project has 3 sections A B and C Section A has independent utility from the others so it is being permitted separately Sections B and C are post year lets Section A of this project (4 46 miles) will provide a small amount of widening along NC 49 then will take off on new location until it merges with Halifax Road (SR 152 1) and then with US 501 to SR 1602 (Jesse Banks Road) The widening section of NC 49 will be a 5 lane curb and gutter The new location segment and widening of Halifax Road and US 501 to SR 1602 will be 4 lane divided with a shoulder section This permit modification request is for revisions to the permit drawings and plan sheets and additional impacts to streams for items that were accidentally left off the drawings from previous meetings and a revision to Utility Site 1 Included with the permit modification is this cover letter revised Stormwater management plan and revised permit drawings 3 3a, 4 5 16, 17 27, 28, 35, 36 37 38, 39 40, 45, 46 47 48 of 48 revised Utility Site 1 drawings and revised plan sheets 4, 8 15, 19 20 and 22 MAILING ADDRESS LOCATION NC DEPARTMENT OF TRANSPORTATION TELEPHONE 919 707 6000 CENTURY CENTER BLDG B PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX 919 212 5785 1020 BIRCH RIDGE DR NATURAL ENVIRONMENT SECTION WEBSITE WWW NCDOT ORG RALEIGH NC 27610 1598 MAIL SERVICE CENTER RALEIGH NC 27699 1598 The revised design does not compromise NCDOT s compliance with the existing permit conditions The revision has been evaluated for compliance with the avoidance /minimization criteria and is in compliance with all previous issues including the following ® Protected Species m Aquatic Life passage ® FEMA compliance Cultural Resources Permit Drawing 3 of 48 (Plan Sheet 2 -H) ' Detail 20 has been revised to reflect use of different size class of rip rap on the streambank based on the size of the pipe 3 -Pre formed scour holes at 25 +80, 35 +10 and 50 +80 have been deleted from the project -An energy dissipator at 24 +80 has been deleted from the project Permanent Soil Reinforcement Matting added to the two other Energy Dissipators to help transition to natural ground New Permit Drawing 3a of 48(Plan Sheet 2H -2) Details 21 26 have been added to the project -New inlet channel details have been added that describe placement of different size classes of rip rap on the streambank based on the size of the pipe New detail for construction of the low flow channel and flood plain sills has been added -Rip rap has been added to the benches of the multi barrel detail Site 1, Permit Drawings 4 and 5 of 48 (Plan Sheet 4) -Rip rap has been depicted along the full limits of the streambank grading along the east bank at the culvert inlet No changes to stream impacts have occurred Site 6, Permit Drawing 16 and 17 of 48 (Plan Sheet 8) Rip rap on both streambanks at the pipe outlet has been extend to the full limits of the flow line and back slope of Lateral 0 6 m base ditch lined with Class B rip rap This has resulted in the following change to jurisdictional impacts o increase of 7 linear feet of existing permanent channel impacts due to streambank stabilizato and a decrees of 10 linear feet of existing temporary c�rirl�cts The stream impact summary sheet has been revised to reflect this change- * Total streambank stabilization impacts now total 23 feet and temporary impacts total 20 feet This stream did not require any mitigation -A pre formed scour hole located at 25 +80 Lt has been deleted and replace with a rip rap pad Note that there are no jurisdictional features located in this area Site 11, Permit Drawing 27 and 28 of 48 (Plan Sheet 15) Rip rap has been added on both streambanks at the pipe inlet to provide long term stability This is necessary due to the presence of a headwall installed at the pipe inlet This has resulted in the following change to jurisdictional impacts 2 increase of 16 linear feet of existing permanent channel impacts due to streambank stabilization and a ease o 7 wear eet of exis channel im acts The stream impact summary s eet has been revised to reflect this change Total streambank stabilization impacts now total 52 feet and temporary impacts total 85 feet This stream required mitigation Permit Drawing 35 and 36 of 48 (Plan Sheet 19) The hydraulic design at this location has been slightly revised at this location ® Revised the 200 PVC near Structure 1909 to tie to Junction Box Shifted the outlet of the 200 PVC to the rip rap of the lateral base ditch near Structure 1903 ® Near Structure 1907 Class B rip rap checks were eliminated on natural ground Also near Structure 1907 the rip rap on the banks of the lateral base ditch was changed to Class II o Near Structure 1910 the rip rap on the banks of the lateral base ditch was changed to Class II ® Permanent soil reinforcement matting was added to the lateral base ditch on the nght side This has resulted in no changes to stream impacts Site 17, Permit Drawing 37 of 48 (Plan Sheet 20) Rip rap on both streambanks at the pipe inlet has been extended to go past the outlet of the adjacent 375 mm pipe structure This will provide long -term stability of the streambank at this location This has resulted in the following change of impacts O decrease of 2 linear feet of existing permanent channel impacts due to a recalculation of fill impacts, increase of 31 linear feet of existing permane annel impacts due to streambank stabilization and a decrease 61'7 3lmear eeisting, temporary channel impacts e stream impact summary sheet has been revised to reflect this change s Total streambank stabilization impacts now total 67 feet and temporary impacts total 23 feet Site 18, Permit Drawing 39 of 48 (Plan Sheet 22) -Class B rip rap depicted at tail end of the Special Lateral 0 6 in Base Ditch has been slightly extended to the edge of the flow line of the stream channel Additionally, Class I rip rap pads have been added in the flow line of the channel at the outlet of the 750 mm and 900 mm pipe structures The rip rap pads will be countersunk below the flow line of the channel to prevent formation of scour washes in the downstream channel This has resulted in the following change of impacts o decrease of 10 linear feet of existing permanent channel impacts due to a recalculation of fill i pacts increase o near fee�of existing permanent channel impacts due to streambank_ stabilization an a ecrease o inear eet o exis mg�rary channel impacts The stream mpact s s eet has een revise to re ect t is change ® Total streambank stabilization impacts now total 42 feet and temporary impacts total 181 feet Utdity Site 1, Permit Drawings 1 and 2 of 2 (Plan Sheet 5) -Due to the phasing of the culvert at this site the gas main needs to be relocated for constructability issues The gas main will be put between the water and sewer lines and all three will be constructed at the same time The gas main will ix►"temporary stream impacts at this site by 2 feet , 3 MITIGATION With this modification there was a decrease of 12 feet of permanent fill to streams requiring mitigation an increase of 86 feet of streambank stabilization and a decrease of 86 feet of temporary impacts (Table 1) Only streams at Sites 11 17 and 18 required mitigation The stream at Site 6 did not require mitigation See attached revised Table 2 from the Permit Application Table 1 Changes in impacts and mitigation Required mitigation from USACE Required mitigation by NCDWQ is now 3 666 feet Required mitigation for USACE is now 3 184 feet The USACE mitigation (2 1) still exceeds NCDWQ s required mitigation No additional mitigation is proposed _ REGULATORY APPROVALS Application is hereby made for a modification to the Department of the Army Section 404 Individual Permit as required for the above described activities for the proposed TIP project R 2241A We are also hereby requesting a Modification to the Individual Section 401 Water Quality Certification from the Division of Water Quality In compliance with Section 143 -215 31)(e) of the NCAC we will provide $540 to act as payment for processing the Section 401 permit We are providing five copies of this application to the North Carolina Department of Environment and Natural Resources Division of Water Quality for their review and approval A copy of this application will be posted on the NCDOT website at http / /www ncdot org /doh/preconstruct/pe /neu/Permtt html If you have any questions or need additional information, please call Rachelle Beauregard at 919 707 6105 Sincerely C j!914,,1A Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Unit Cc NCDOT Standard Permit Application Distribution List 4 Permanent Streambank Temporary Permanent Stream Fill Stabilization Stream stream (ft) (ft) Impacts (ft) Impacts Requiring Mitigation 1 Original Permit 3,393 439 858 3,196 Impacts Permit Modification 3,381 525 772 3,184 Impacts Increase( +) / -12 +86 -86 -12 Decrease(-) Required mitigation from USACE Required mitigation by NCDWQ is now 3 666 feet Required mitigation for USACE is now 3 184 feet The USACE mitigation (2 1) still exceeds NCDWQ s required mitigation No additional mitigation is proposed _ REGULATORY APPROVALS Application is hereby made for a modification to the Department of the Army Section 404 Individual Permit as required for the above described activities for the proposed TIP project R 2241A We are also hereby requesting a Modification to the Individual Section 401 Water Quality Certification from the Division of Water Quality In compliance with Section 143 -215 31)(e) of the NCAC we will provide $540 to act as payment for processing the Section 401 permit We are providing five copies of this application to the North Carolina Department of Environment and Natural Resources Division of Water Quality for their review and approval A copy of this application will be posted on the NCDOT website at http / /www ncdot org /doh/preconstruct/pe /neu/Permtt html If you have any questions or need additional information, please call Rachelle Beauregard at 919 707 6105 Sincerely C j!914,,1A Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Unit Cc NCDOT Standard Permit Application Distribution List 4 Revised Table 2 R -2241A Streams Im acted Permit Stream ID JD Intermittent/ Permanent Temporary Impacts Site No in PAi Package Stream Name Perennial Impacts Impacts requiring 3 ID mete ateon Fell 1 138 1 S 13 IA Marlowe Creek Perennial SBSZ 1 125 26 138 Utility 13 IA Marlowe Creek Perennial 0 Site S 8 0 UT to Marlowe 3 * 2A Intermittent Creek Fill 23 0 0 UT toCM Marlowe Fill 112 4 S 14 3A Perennial 112 SBS 59 39 UT to Marlowe Fill 23 6 * 4A Intermittent SBS 23 Creek 20 0 UT to Marlowe Fell 518 7A S 16 4AA Perennial SBS 82 Creek 108 518 7B S 16 4AB UT toCM Marlowe Intermittent Fill 59 0 0 UT to Marlowe Fill 194 8 * 8A Perennial SBS 13 Creek 36 194 UT toCM Marlowe Fell 279 9 * 9A perennial SBS 16 3 3 279 IOA UT to Mitchell Both Fill 92 10 S 29 SBS 20 IIA Creek Intermittent 43 0 UT to Mitchell Fell 282 11 S 30 12A Perennial SBS 52 Creek 85 282 UT to Mitchell 13 S 23 14A Perennial Creek Fell 246 72 246 15A UT to Mitchell Fell 262 14 S 24 Both Perennial SBS 13 16A Creek 23 262 Fill 653 15 S 25 17A Mitchell Creek Perennial SBS 13 75 653 UT to Mitch ell Fill 146 17 * 2B Perennial C 2 3 146 SBS 67 UT to Mill Fill 354 18 * 3B 4B Both Perennial Creek 181 354 ** SBS 42 Fell 3,381 Total 772 3,184 SBS 525 *Not stated m EA * *The 42 feet of mitigation for SBS required mitigation from DWQ but not counted here because total mitigation for the USACE exceeds DWQ mitigation 'Location IDs are a best guess based on EA map 2Stream Bank Stabilization 3Mitigation required by USACE C� ~ J-Ali CL u o E o C 0 N C_ t r+ z O cL Ea N d N m to m N N N N N m M N N N N m y N N N H o U) 0 co 0 � 0 U) 0 U) 0 w 0 CO 0 co 0 U) 0 (1) 0 rn z ` w LL LZ LT- LL LL E E w LL E E C d C O 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LM 3>M mm mo ,sM,A ' o I I ma+o s M, LI'o RD ' k m o ; Z "u Om c8\ f x aa`g� \ sZ I f1 k %i�j m Cam\ / I / c19 o o m k 0 0o z f1 wL, aeo =c p Lf) Ln V1 V1 / I ZL ` \HE''o%q -S L ` � \�� R� 0 1 "o� / I I \ OS N' mmmm // p ' LTO (n Vl LTO m Urn m m m I r, h, TOO• �\ 5 3 \ CC ri ° .d�. O O 1�ooONo I / Hamm 8N \m `I�� o�pO VyV 'b zf 11 1, 1, 1, \ ; p m \GRAU LSD 9 .� i / m n 8 0 � >z `O p I _` 0 C) m a '13' GO vI D Z I' \x6 °II ( $ O .�2 _� c� o m 3 ®S "" z 2 m �I N I I P O v\ \ 1 I °° a n ; O 3 z O I m 0 \ \ \ � m m m z z Z O N m 0 x OO�?t r T \ Jr II w o° \ _ -�� O ffi yrnmt� /{ z J \ ^roll o mQ .P Iy z� i cn MATCHLINE STA 13 +40 -L- SEE SHEET 5 6 0 R f1 wL, aeo =c p Lf) Ln V1 V1 / I ZL ` \HE''o%q -S L ` � \�� R� 0 1 "o� / I I \ OS N' mmmm // p ' LTO (n Vl LTO m Urn m m m I r, h, TOO• �\ 5 3 \ CC ri ° .d�. O O 1�ooONo I / Hamm 8N \m `I�� o�pO VyV 'b zf 11 1, 1, 1, \ ; p m \GRAU LSD 9 .� i / m n 8 0 � >z `O p I _` 0 C) m a '13' GO vI D Z I' \x6 °II ( $ O .�2 _� c� o m 3 ®S "" z 2 m �I N I I P O v\ \ 1 I °° a n ; O 3 z O I m 0 \ \ \ � m m m z z Z O N m 0 x OO�?t r T \ Jr II w o° \ _ -�� O ffi yrnmt� /{ z J \ ^roll o mQ .P Iy z� i cn MATCHLINE STA 13 +40 -L- SEE SHEET 5 6 0 DS25 -._ PULLED SID'£ STAKES IN REV SED EASEMENT 06 21-10 PARCEL NO CLAIM REMOVED PARCEL NUMBER 0621 10 PARCEL I NO CLAIM REMOVED PARCEL NUMBER I AND ADORED DRIVE ON PARCEL N PARCELS 6.6REVISED PARCEL NAME PARCELS 6.1 1REV SED PARCEL NAME JE-04 -M MOVED DRIVEWAY ON PARCEL KNSTEEPENED FILL ON PARCELS B *LOCATED R/W OF ROAD BY SURVEY PARCELS B *LOCATED R/W OF ROAD BY SURVEY PARCEL 4 DRIVEWAY RECONNECTION ON PARCEL a PARCELS KL ?,LOCATED SIGN PARCELS .R 22LDCATED SIGN REMOVED EASEMENT FROM PARCEL I LLRED CED 09-20 -0 MODIFIED RIGHT TURN LANE STORAGE LENGTH AND 09 2010 MODW ED RKNRT TURN LANE STORAGE LEW AND � ROIL AND TCE ON PARCEL I RELOCATED TCE ON RAILROAD SKETCH RAILROAD SKETCH PARCEL 9 J REDUCED CONCRETE CURB ROW M TICE PARCEL *REV SED CURB AND GVTTERADJUSfED RW PARCEL %REVISED CURB AND GUTTER ADJUSTED RW ON PARCEL NAVE CHANCE ON PARCEL 2.394 AND EASEMENT T E NS AND EASEMENT T E1NS PLACED MUARORAIL TO PROTECT TANKS ON PARCEL AADOED A CHAIN LANK FENCE AND GATE PARCEL 0ADDED A CHAIN LINK FENCE AND GATE PARCEL KLAND CREATED NEW PARCEL lA REDUCED GUARDRAI UY TS. PRATED NOTES R DICED GUARDRAIL UM TS UPDATED NOTES mm �^4,'Iq_ MOVED ROW MONUMENTS CW PARCEL 11 UPDATED RW AND EASEMENT TE NS UPDATED RW AND EASEMENT TE-INS I TIGHTENED SLOPE STAKE LINE TO AVID BALARDS ARCEL ZREV SED CU B AND GUYT£ PARCEL 2 REVISED CURB AND GUTTER 0211 -M— REMOVED PIPE EMPTY ND //TO RAILROAD DITCH PARCEL 3ArUPDATEO NOTES PARCEL /&CHANGED TWO BY DRIVEWAYS INTO TURN PARCEL IJArUPOATED NOTES PARCEL 4,CHANGED TWO 6M DRIVEWAYS INTO TURN S'ITV/ R Ipi Wh t h ad A t In S 200 ADDED 2 PIPES AND ICB TO CONNECT TO PIPE WT DRIVEWAYS UPDATED RW AND EASEMENT TIE -INS OUT DRIVEWAYS.UPDATED RW AND EASEMENT 000 Mw h d St S E •A ON PARCEL J L0$C0_ ELIMINATED EASEMENT rAOM WITHIN BOLLARDS AT _ —_... _.. ,....v.... 09 2610 PARCEL 6 REVISED PARCEL NFORNATK)N PARCEL &UPDATED EASEMENT LINES TIE -INS C 099 � I 5TV/ Ralph WI t h ad A tL I o 2 6 B RBA � + NF ST SAFE g D o / orn $F z °m +Nmin 0 /0 m ° w o 5 X ® 600 /V n 600 p ;p O l\ ^/ /3 17 0 ! V m "Cm ®f ry //'' OAS fd O D'O -no S T^ c \ O m �m nm mz "" min N mTOZE n ` O (A Zm D� rn DOZE �o / « m �� l� ^ To m� 3N�- T�. O / ® 1 Dn " # O o5Y g mm z ° j 25'100 n O + p m m n n y + O /� J O O�OC T + 6n / Aa 450 Wr I + m ELBOWS '+ l / 75 -IV 0 ^ v / O M 2 pl m r D 26100 / I z m r Z I O END GA FENCE St 6 +2 173 O m Ln b9 \+ c z — — ND C/A & WW FENCE St. 26 +31 694 n L1 BEGIN C/A & FENCE 5 6 +4 61 + z I \+ T/0 / O� EGIN C/A & WW FENCE St 26 +53594 / A / N ONO �/ / - 3 m o co 375 375 _ RCPAV RCP IV w 1 = x tA LA 27 +00 / oNP z A ma ° A / K A3= / / / I m O r n g T . N a m a jo ZC/ i F 3 0.. Z= Dn m 3 �% m O �� p O SNEET 9 z 's O E STA 27 + 60 _L- SEE 0TCH�IN o = z m� m c Z O p l --------------------t- ----------------------------------------------------------------------- it je9 r8 j Ii s J< 15>57 89 r 90 ✓9✓ l9! T N (] N + �A O �o L= a Al co Cb BEGI 0 / 2 0 k / b / 1 m 0 k � / / m m / / n Z S Ns �9> f / o 0 / o n 0 Epp zo - / m I° n N 1 ci I m I SEE SHEET 9 A 27 + 60 -L- mti + 53 5 / az2 mti ti STV/ R ]ph WI t h ad Ac n l C 29209 w 0 � ev vvvm N a YY O Cl m = � om Y N I m n/� z m m N n O 0 O 0 � zD ti mK p N rn O N 1 .i z _ D m F3 FEZ im n m 3 T � Z ? ? 3: 2.W Z O p ° g� ° Z o <71 ° ro z _ - O aV VJ pN Z o O A ---- - - - - -- ----------------------------------------------------------------------------------- - - - - -- I i i i I I i SI'V / k Ipl Wl t h ad A t 1 I S 55 Do s DD Oe 4535 I i DG C L 0 SSEE XX II GI I III MATCHLINE STA 49 +20 -L- SEE SHEET 14 m� o F Q rn� T7N pg p m g = O m JA z Z cp V T o + +"^ n END & WW FENCE St 49 +66 888 = m = m > °ooP Wx I m V, N t1 N�Op�p • 1 I I 0 n �\ 11 it 49 +85176 \\ m \ \ ® 375 ®� N 375 N \1 a m 50+00 \ o N I m \ U N \ e2mn yymyy.�0 \ ymAA � \ x i3o cI O n 5 > - - -- U nN yap it �sNn� m U -p U W "0 !mM+ V ( o = o Z m-- a n A8 4�-6 �4m�s 9� � �+ ° -, O uZ m � O�x i� m OZ R. 7o TN n m � � I C N A F m m n r � � — N m LA m J Q s N m€ v 11 u® A m W m V I U 5 /+00 my0 O�nv ^�+0 i rOm n °D COI $ OZ T T 'WonC > I + 00 U:E I PO - mo ? �m n� cZ z D� mm o N 1 S m O� W vmi mu) r- r 1 I < zm Inr n� Zor- � �I DD0-° c-V n mD j> N Z H, J I o r, rn j z Ov o�:10 I ^boo -+ m n m SI L OZ N m?� 05� I mzO� 0C)oo^t P* �r rn C �jO nK 10 / 0o I r".,z n �o ZZ O O r N mmOCO myOm2P O Im II O; I N e In I � V N Om � _ < yoo€ -�nnm `� 375 375 g +00 �'A °— 103:EX N O z m wr O n JOn 'g_m v p n Jo Ln END C/A & WW FEN t 52 264 m �' c 0I X / 3 m I Al pN x O m m � O T T W BEGIN C/A & WW FENCE St 52 +449 8 l I O U mt 0 �o mD m Cgs �`'°Am y o 0C O I I e� Srri mm AZ + m r >Jm I I� D 3 �+ �° y `�. m D n m nN m I I Z x 0 O y g� Z O 0 LA I o o< °O ro y °fi r C, H G H \ V pN Z MATCHLINE STA 52 +80 -L- SEE SHEET 16 5 o p I I ------------------------------------------------------------------------------------- - - - - -I I I I I 1 STV / Ralpl WI t h ad A t I DD c `° i 4 e 200 Dc D s B� I m �V V r d( _ l6 M \I 6 6f 1 � h6 f vu, Lo W �6 y l N a I F n l N D I �N m+ pv V y0 y 10�• O N N ^' '�Z/ m �� MIlll�l 8 6 s G) cr w WIN k 1 .. 1� r9� MATCHLINE STA 49 +20 —L— SEE SHEET 14 m VI o END A 8 FE t 54 64 0 O 6 Rl I I m� l T "I T Cy T f1 I pl p -b -LV N = rnl m P � L4 BEGIN C/A 8 V ;D FEI ICE 5 52 44 9T -TI O 0 Z t9 D Ln mii mv, (A Q^ 1 r 6 o FS a Z 1 �9 I o m m N i ^' m 0 MATCHLINE m V m m STA 52 +80 -L- SEE SHEET 16 19I "ten p+ + D A & WW FE St +4"88 `a °OOAm 1111'Al � D m �V V r d( _ l6 M \I 6 6f 1 � h6 f vu, Lo W �6 y l N a I F n l N D I �N m+ pv V y0 y 10�• O N N ^' '�Z/ m �� MIlll�l 8 6 s G) cr w WIN k 1 .. 1� Q' S.: yy s na N Dp s 10 mZ T`=D�; 009 O + NmA ON ryy �Fm9° �A A— 0 50 +00 z 51 +00 lopI 0 1 D tno m I vZ az o I D0 m0 m mm y D-1 mm �m mm m r- nN in D„ I 2m D3 Or I r cv mD I �o m, z m D a !n mx _ M 2 1 f a � I I � I I I (� I To m 1 D 00 3 to +00 av� I a I o I I zN I 1 I O I O a I g o �' Z AN y I S� Z< A N I 2�+ mm r� z D to „y Z 3 i6'7.. Z m m 1 = 0 8�0 0 0 I � m _ n Z i� I 6 € AN N Q p I r9� m VI o END A 8 FE t 54 64 0 O 6 Rl l T "I T Cy T f1 I pl p N = rnl m L4 BEGIN C/A 8 V ;D FEI ICE 5 52 44 9T -TI O 0 Z t9 D Ln r 6 o m �6 O(A m 0 MATCHLINE STA 52 +80 -L- SEE SHEET 16 Q' S.: yy s na N Dp s 10 mZ T`=D�; 009 O + NmA ON ryy �Fm9° �A A— 0 50 +00 z 51 +00 lopI 0 1 D tno m I vZ az o I D0 m0 m mm y D-1 mm �m mm m r- nN in D„ I 2m D3 Or I r cv mD I �o m, z m D a !n mx _ M 2 1 f a � I I � I I I (� I To m 1 D 00 3 to +00 av� I a I o I I zN I 1 I O I O a I g o �' Z AN y I S� Z< A N I 2�+ mm r� z D to „y Z 3 i6'7.. Z m m 1 = 0 8�0 0 0 I � m _ n Z i� I 6 € AN N Q p I -- - - - - -- --------------------------------------------------- i IME STV / Ralph Wh i t d A I I a s m MATCHLINE STA 63 +60 -L- SEE SHEET 18 I I N r L I @R m A m x m D A t,$ p ME p �� O0a n I �7 p vtn z g z a LLL a Z �a0 z y QQ a tK m �n o� N N I I M m m $ n T rn ssp co O J mPPm w mAAy v' k s mAUNs o� rn m00�< 64 +00 D mOOO I N /� pp mrOZ 1 I o / / 0 m II m P OW / C/A 8 FEk4C St 64 +46086 ... On C / ^ Z 200 \ poi �(nn x \ �I Z=�' DR O i o Z'�N ` 5 j BEGIN C/A 8 WW FENCE Si 64 64 74 \ / o m��i° 0o T ss �o m + �a Is D ON + TD \ \ \ f r m4 Dm -i \ 0 0 65 +6 m ;a / o / / / / ; mNzn � �i`" / 0p U z + + � I 341 ° IDAO.v- /// O \\ 03 Z 0 / \ goy v�m'a ; NN2 / ++ / i C mm rn 'o >Ji 1 M 030 og Xz PC czm \ / ;D I Rio = 66+00 nn c \ mn zz I rn E< z /\ mtiDSn�S T ;�• Pm \ \ +Nm W r11 poemmy z m NO wo mm f -1 AjgTF m III m nZ O Z31Z TZO O e�~ O �' O ~ n0 flrtl 0D� D� mfn \ \ \ , iz m S 'o n ° Z �N TN f�1N M(f) rN �; O- 3>, // // •+�I CD oZF D O m 13> m SEC Ij= nD N N N NNp Mm m m � � j Sim � 1 m \ � Z Z 375 c? 1 z � N rn \\ I o \ 0 \ \ o rr, °m 0 z I z I \\\ m \ \ O io I Sys iF c\ R1 3 �I ti \ ~ 2 $m m0 (20C.00) I �m n _ No \\ \ z 7fY y 2 m END C/A & WW FENCE St 66 +9936 67+00 3 A z z i s m \� W� i; Z O Z BEGIN CIA J& WW FENCE Sfa 67 +17650 � p = � �r%" c� N _ MATCHLINE yZ z As € \ -L- SEE SHEET 20 0 o STA 67 +20 � m o JAI ------------------------------------------------------------------------------------ - - - - -I I I I I I STV / Ralph W h t 1 d A l 1 o }� 100 m o I I MATCHLINE STA 63 +60 -L- SEE SHEET 18 ✓ N U n kA r CD DDO m u Ar L OF mpprO�r O Oz I m ° ° L31 / / � I m 01 m I � / / I I q FRJC 64+ 608 rr m� On Z0 Zoo � I Z A £u� s EGIN A N 64 64 \ \ o DE ` s ++ I 1 \ c 0 Cal A mo o m c \ I / J 00n. D + m ° w �AOp 4 I \ a m 0 \ FF= \ \ W \\ _d 0 I CA 7 ,� Q 9m m i a � I m \ \ \\ \ z -- ° m I 2 Imn TC i Zb °o# \ p l O° xm O m e ti (` I M> n m x A o n p Om ^tnO NO Om i 0 no y ZTx10 no E� Z— x "� Z In D3 mw m(n Dm Z� x E^ E ZOO CD m v D MD MD / / \ %c N Om CO I #fix �� m N_ N_ LO , O 1 7. \ 37 P O ~ I X \\ \ N I co MOM \ \ x o o rn Q> p Z oT\ \\ \ ZO I yiP `tt9 mo I Z y I 1I 9 20 001 A A 8 < p � m I \ m � I i� END 8 WW NCE S1 66 +9 ory \ c) D yy!O r� AG1 to D Z z uo \\ I n 67 +0 r 3 �{� iaz Z m m O 3 3 BrJ Z o I N\\\\ \ \ \ \ EGIN C/A WW FENC Sf 67 +77 650 O i yr' Z _ *7 z MATCHLINE STA 67 +20 -L- SEE SHEET 20 ° € In AN z ° 0 00 5 ST ME 1.19N ME m m m m w r O GN 0 000 O �m M 9 z O N m �o y g to M O O t. A MATCHLINE STA 67 +20 -L- SEE SHEET 19 MATCHLINE STA 70 +80 -L- SEE SHEET 21 l 0 m Sal 3�► � STV /Ralph Wh t h ad t s I 0 0 ro s 00 099 ON Ills' m tno m m O 1'1M IYTt aM mums rAn om r t^ gN an r.M 2M .a�*3i S3 C r ci x ma r Z< =o z �^ 2 �D 'Am M N u! M M nr',-C v z z g s / , OAP N O • • ISYSTME U't& E OGN •• W m m m m m w O O lo~ /b A MATCHLINE STA 67 +20 -L- SEE SHEET 19 MATCHLINE STA 70 +80 -L- SEE SHEET 21 l / 167 —167 3u i STV / Ralph Wh t h ad Ass at In w a c F 099 0 m tno orn tot moo^ o 'R oz o z so � Ito � —° ng m aM4 Z zm NN m my D� rr v+ s�.m, z-� mm t; � rn z y o an s x a a mo z a� m y O m.0 o z z U Z IJ4 � O H Z g S QJ s- mo A p p N r 0 m D z zx HE o aa Z� T� o STV / Ralph Whit It d A t S, In t sa2ae SYSTINE HI C 99 • S STIME••• • OGN USER E II MATCHLINE STA 74 +40 -L SEES EET 21� "1 ae 02 1 , IKS C1 I I ®� BEGIN C/ & F'E t 54 473 r~ An cA- a N I (73 > 75 375 I q L` II zL[ WW FENCE S1 74 +97854 V -- � NJW o� — I T I ao� ------- - - - - -- -- I WW E 1 Q 1 © cMoP < I - - i - - - K n I I I I I ,m m I © Q II I I 0 I I 1 S -4m H f/1 M-. I v Ep ° Gti -1 Zm D; °o e C'ic9 ma °o I i I D C/A & WW FENC St 75+:068,0 m K m = Z m II > L i I 1 BEGIN _.. CE St 75+57972 ^� I ,y S ° m I v , to I I I 11 �D N JO� O -3 o i 1 11 I I u0o�mmi 17 2 ?Al "'M I -3 O I� 1111 y`ni° n nl I III aa; � o ti 1 11 j mum - t! m O I- mp \ m yPOm(1 —16 .3 /L/ c / do / x x 0 . a i M / / v O rn v III a I� tn z I� I � I l t� 9 J ti ! tl N \ p / I v3 " .o I �nm _ to "nm z I T Z5 w o °z a- I I Ch oz�o py�O y, g z 1 I I I / A 172 ' m .23 Tl 1 q 77 z L[ (� LTJ I I TI /H„oo / mmP 0 / � z I z m m m 3 m / m to � m I�; �7J W to -zi °y c mm (f) V) "I I- j- - - -- -- _ \ a 8r mo p N mm min 2z _ ` / < C-D i -��'' N I j / _ 0 3 z CT z zx R W I / / m z W� / / 3 ,°0 z C mm ?Z 'o /' �I 1 ��/ / // JO y Z� G 0o M o cn -n o° o° i---.[� o x [' iv �r n� �3 -3 �` i� tC `�� @ l I i nZ me R A o N m oX) MATCHLINE STA 8 +00 -L- SEE SHEET 23 o zo m v A Sl �1 I p o by ^m o r m I 0 20 2 3 28 U I T A i InU) cr) mmm mmm cn to cn ___ mmm mmm i --� , N N UI CO 3 I 1100 z::D::D O Ivor Ul Z Ul O -0 O wo 77 �l 0 oar M --I r om c O M D r °m OI a N n 0 REVISED 7/62012 ADD GAS MAIN ,P22 U SITE 1 PERMIT dg MATCHLINE STA. 13 +40 -L- SEE SHEET 4 I f m rn A Z rn N m 5t clobg Sp o Nz PJI r n mypz N ~ o� F� y r O N A L N a (a m m i I H Of 1 \ I \ \ I N N \ \J 31p . i C N 'u I 2 I I I � r 1 /I i FV I it 3If-,A )Vh L.hc I A 1 00 a d S Ch 9 rn I o u o o mmmpn Z X ao a 1,11:1 im os � 4 00 = V3 / 1 m An p A�� 0 �� C. o N " �^ 9m ~ Z _ hm o ur ��937m Rvv0 N ; p R f I� jl�l 44- CD Nr 0 Z :z OCR O H 0 N o�rw �m m r g m� Or O� F I nnx u0�R M :. -f am 111 O 3 0 .0 OI - t. WO E3 / u '" N H ITI Z � p C:, m mm M I� !i o =-3 i<li (A :0 O�InVP ND grn -1 C',� D ca;amo � u o / ZH�Cl) -1-1 --I 1M0 / n V3 I°o I ��I�"I � o � y; $�G Zo� ew Q m mpS n VJ/� Z \ I Vyg� — SBS OS ZN °v \ H O �I '� it 0 NZm 3 rw I f m rn A Z rn N m 5t clobg Sp o Nz PJI r n mypz N ~ o� F� y r O N A L N a (a m m i I H Of 1 \ I \ \ I N N \ \J 31p . i C N 'u I 2 I I I � r 1 /I i FV I it 3If-,A )Vh L.hc I A 1 00 a d S Ch 9 rn I o u o o mmmpn Z 1,11:1 im os � 4 �m V3 / Stn„' � IF.f V C. hm o ur ��937m Rvv0 « R f I� jl�l 44- CD _ _ J �O �m m ws I I 8 $ � pO1O Cl m 0A nnx u0�R M :. -f am 111 O 3 0 .0 OI - t. WO E3 K u '" N ITI Z � p C:, m mm M I� !i o I W 0 A m ND grn -1 C',� O � u o °� ZH�Cl) 1 fpm m y3 I°o I ��I�"I � o � y; I M m mpS n VJ/� Z PRO P I f H I � H °v ��91 '�//�� C 11 VJ I f m rn A Z rn N m 5t clobg Sp o Nz PJI r n mypz N ~ o� F� y r O N A L N a (a m m i I H Of 1 \ I \ \ I N N \ \J 31p . i C N 'u I 2 I I I � r 1 /I i FV I it 3If-,A )Vh L.hc I A 1 00 a d S Ch 9 �o r 2 I sm °3 'O3 /5foo 1^m- rn 9 = m o u Nr-1 03 o � °o U1 °3 1 n �+ m 3 Is. I w l9 H H r� VI H M -.l � 1 3 Roza ®8 : m 48 83 NC GRID rn I o u o o mmmpn 1,11:1 im os rl 1E. V3 / Stn„' IF.f V �o r 2 I sm °3 'O3 /5foo 1^m- rn 9 = m o u Nr-1 03 o � °o U1 °3 1 n �+ m 3 Is. I w l9 H H r� VI H M -.l � 1 3 Roza ®8 : m 48 83 NC GRID rn I o u o o mmmpn 1,11:1 im os V3 / Stn„' IF.f V BOO hm o ur ��937m Rvv0 « R f I� 44- CD _ _ J �O �m m �WO� I I 8 $ � pO1O COMNO I M :. -f am 111 O 3 0 .0 OI - t. 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O / C'+N=Z w o~0 0 1 I I m O N� I �I �a °II3 II ��, m p 3 Z n I I I ��J 0%00. r N �al Zi # Z~ I I I I m Z o y a$ = U m I I I mll OOZ D O � 3 I \ I s p x I 9 f (^ I z o n MATCHLINE STA. 17 +00 -L- SEE SHEET 61 u F s 06 25-0T PULLED SLOPE TAKES IN REVISED EASEMENT 06 0-0 PARCEL I NO CLAIM REMOVED PARCEL NUMBER O6 TJ-N PARCEL 1 NO CLAN REMOVED PARCEL NUMBER l AND ADDED DUI£ ON PARCEL H PARCELS W&REVISED PARCEL NAVE PARCELS W&REVISED PARCEL NAME 06-0/-08 LPoVFD DRNEWAY ON PARCEL ARSTEEPENED flU. 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