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Home My WebLink About20191303 Ver 1_Bradford_Circle_Permit_Drawings_09.05.2019_20190930O O ALL CONSTRUCTION SHALL BE PER CITY OF DURHAM AND/OR NCDOT STANDARDS AND SPECIFICATIONS Wve. !' � in o a Wynn Rd. Oakmont Ave. 1954 32 Glaxo .antar �� C l Castlerock Bradford L LUi GIa Dr. Crr. / PROPOSED/UNDER �� CONSTRUCTION Conway Dr. Dial pr.En / i Eastwood / 'Pp Ca alina % 1121 / J VICINITY MAP (NTS) PROJECT DATA PROJECT NAME: BRADFORD CIRCLE DRAINAGE IMPROVEMENTS AREA OF PROJECT DISTURBANCE: 28,750 SF / 0.66 AC PROJECT NOTES TOPOGRAPHIC INFORMATION BASE ON CITY OF DURHAM GIS. BOUNDARY INFORMATION BASE ON SURVEY CONDUCTED BY CALYX DATED J U LY 121 2018. is w W I m -P I N w I 7� O 44 DESCRIPTION OF PROJECT / THE PROJECT INVOLVES REPLACEMENT OF AN EXISTING STORM AT BRADFORD CIRCLE. THE PROJECT ALSO PAVES THE CUL-DE ADDS CURB AND GUTTER WITH A SIDEWALK. THE BASE OF THE CL WILL BE COMPRISED OF PERMEABLE PAVEMENT N a RESOURCE ORDINANCE COMPI / L Q U FLOODPLAIN PROTECTION: THERE IS NO FLOOD PLAIN ON -SITE U WETLANDS PROTECTION: THERE ARE NO WETLANDS ON THIS SI � STREAM BUFFERS: BUFFERS AT PROJECT OUTFALL o CV � 61 p� PROJECT AREA CITY OF DURHAM BRADFORD CIRCLE DRAINAGE IMPROVEMENTS BUFFER PERMIT DRAWINGS Site Feature Buffer Impacts- Zone 1 Buffer Impacts -Zone 2 Temporary Permanent Temporary Permanent Ft^2 Acre Ft^2 Acre Ft^2 Acre Ft^2 Acre 1 UT to Northeast Creek 764 0.02 659 0.02 432 < 0.01 415 < 0.01 Project Total 764 1 0.02 659 1 0.02 432 1 < 0.01 415 < 0.01 / / / / / / / 0 N 00 o / a — z SCALE: 1" — 40' / co N/F HARRIET KING 3 DB 1977 PG 767 k PB 77 PG 22 / PIN: 0739-0I-47-6589 N/F / CURTIS W. GREEN DB 1222 PG 924 N/F PB 77 PG 22 BOBBY L. BLACK / PIN: 0739-0I-47-7577 DB 1548 PG 958 PB 77 PG 22 / PIN: 0739-0I-47-8585 , N/F PHYLLIS ARRINGTON-MCGEE DB 6972 PG 404 PB 77 PG 22 EXIg r�NC q,W % PIN: 0739-01-47-9456 k k E` k , , , , , , , , , , , N/F REJEAN W.HACKNEY DB 3102 PG 338 PB 119 PG 180 PIN: 0739-0I-47-9331 ` 1 V BRADFO ------ ----- - iuCC, R/ CLE ------ Ri r K' , 1 ' , , , 3 ' � � , Q � 3 , �/ i "9 W V z N/F RUBEN ALEJANDRO-SUAREZ DB 6846 PG 492 PB 77 PG 22 PIN: 0739-01-47-6334 N/F WILBUR E. EGGLESTON DB 1348 PG 865 PB 77 PG 22 PIN: 0739-01-47-7312 N/F JIMMY D. LANSBERRY DB 7269 PG 984 PB 119 PG 180 PIN: 0739-01-47-8229 N/F RANDY D. THOMAS \ DB 7428 PG 888 PB 77 PG 22 PIN: 0739-01-47-5175 N/F ANGEL M.SANCHEZ DB 7562 PG 15 PB 77 PG 22 N/F PIN: 0739-01-47-6162 DAVID S. SEGURA / DB 4063 PG 991 PB 77 PG 22 PIN: 0739-01-47-7151 SYSTEM 'AC AND IL -DE -SAC _IANCE TE. N/F STEPHEN KYLE GILMORE DB 2316 PG 716 PB 34 PG 35 PIN: 0739-02-57-0486 0739-02-57-0480 N/F DIRE 49CALDWELL B 26 PG 535 PB 34 PG 35 0739-02-57-0384 0739-02-57-0299 PERMIT DRAWING SHEET 1 OF 4 SITE 1 I N/F " X W. W. EDWARDS DB 365 PG 843 X 1 PB 34 PG 35 — PIN: 0739-02-57-0209 — k -kJ N/F ANDRE CALDWELL DB 5988 PG 476 PB 34 PG 35 VPI\N: 0739-02-57-0220 X �1 N/F X DEWITT V. RUSSELL DB 4694 PG 496 \ PB 34 PG 35 PIN: 0739-02-57-1223 N/F N/F N/F MERLE J. MINOR STACKHOUSE PROPERTIES, LLC ANTHONY BANKA DB 314 PG 181 DB 7405 PG 84 DB 5908 PG 740 PB 34 PG 35 PB 77 PG 22 PB 77 PG 22 PIN: 0739-02-57-1141 PIN: 0739-01-47-8059 PIN:0739-01-47-9049 N/F DMITRY J. KAKHnK SKY DB 8406 PG 5 PB 34 PG 35 PIN:0739-02-56-9 PLANS PREPARED BY: 2m� nu 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 (919) 878-9560, NC LICENSE NO. F-0112 PE]Lef�l I A RY P LA��TS DO NOTUSE FOR CONSTRUCTION I PLANS PREPARED FOR: rITV nF DURHAM LL] J C) 0. U N� I..L O LL Q M� W V J I— Z LU LU O n� I.SL G LU CD Q Z REVISIONS DRAWN BY: I CHECKED BY: TITLE SHEET C000 O O O w Pa Q) �a4� ,s Q x O w Q U) IM s~ 4-3 3 Q -H r a) a Q Q U U) ��A o-0 �x ALL CONSTRUCTION SHALL BE PER CITY OF DURHAM AND/OR NCDOT STANDARDS AND SPECIFICATIONS SCALE: 1" = 20' CD z 0 p1 x w \E�\N �� N N GREY w g08 `! 8 ?G g58 � � � CUR P G = ; D8 \5 q P G 22 85 3`�A I % / I DB \9 ?G 2 C58g Dg \22 ?G 22 5� o 85 - 0 o I vERNANG PB 9-0\- q� p8 1 -0 _ Aq � ° 0 3� �° IS'F 180 3 0� 3g F D C\R P\ 3 BREp �'F 0 R C I R I I I �5� P \SpaF ORD C P\N \g0\BR \g05 BR � � �,, ',� COjs� ` B BRK — � � � `; ADJUST ,HATE 22„\NE I5 ST STEP CIAL B �';'OF \ 2 MET LOgP o CD O EC IO0 —CON C; °K o I I I SEED IL \6„ SE DETAIL B AP ; 3 w00, � US W ITEM S a„ 4„ 33„ \9„ 340 �/ 5�0 A P 0 A� �p •; - 3 C �?E E w 0 Ay g„ 0 A \„ K * ��. J.' AK A N - - - ��- - AD T SANIT RY 339 i N� C 4 OR + Q OR NHOLE M AK D SANITARY IC 2\ ` 36°g\� \9 0„ N O Rl/v� ,q \ A\� W - \\ O n L V�_a N/F \D -MC ARR\N�g� 2 p G � DB PC ERMIT DRAWING P�No 0�3g' SHEET 2 OF 4 /PERMEAB VEMENT ,EXfE ,SEE C800 — Si ECI4 BACK F CURB �I/ H SEE DETA14 �O c//� G P) PLANS PREPARED BY: T IMP) PERMAN TEZ,ONE 2 1 Pi RALEIGH, NORTH CAROLINA 27609-3960 (919) 878-9560, NC LICENSE NO. F-0112 TEMPORARY ZONE 2 P) \�n A O'\ DO NOT USE FOR CONS`1CRU (71I0-N GAP G � \G SSE DB 23\q pG 35 Ogg6 P83g-0-2-5� OggO 0 0(5 PLANS PREPARED FOR: now-_ 01 4) 20.i WE • • ..RN MwoIWLAI .. • • .-�� - ��=-�r✓,,��! � HE `( p ,349 3 -- RE AIN 3 q3 °3 I I I;gEN 0 . �E I c PERMANENT II ZONE 2 IMPACT 0.010 AC (415 SF) II 1 60, UT TO NORTHEAST CREEK M R I = _ _ C P 3\o,AK C - I _ `^� - S\ CONC.� N�RE EXI G R/W - \P ', _ \` _T- - , S�CZ\ON c s� ,333° u A qg2 OHE \.\ R 6 VE SD- e� v►ii DB 3 �OHE 342� I PIPE ! 6 DI 3310_ gRA�NST E PL �n w�K PB PLUG�F�36--- e'b \ T URE �n ° 0�3g- -- : ---- ---- ____I8w RCP--- --- ' ---- ------ OG 0 z W P A \\ ss \ ° �, E s P N 0 3g -� ------ - AIN D WER SS\ _ °q3 4oRNER w \ o G\Nv;33 a �W0A N S I P E r S E� E P O \ON �: �h R - 335 S` PUG AT STRUCTURE OW- ` 23„ 0 0 s ' \a\0 20' PE ANENT �� p ~ 20' PERMANENT\��gRA� �3L�ACE 18 LF OF 6" °v' �'.o�� \ DRAIN' GE �� o ° R�MAP Z RAINAGE ` -� 3 $AI TARY SFWFR Pyc � \ \�\�E� 33 W W 'ti�� . 33 —, ' o EASEMENT N AC � \o'� J EASEMENT �� Q' WITH 18 LF OF 6 DIP AND �, N W ° 338 30° ` ` IWALL 12 F 12" STEEL E\P RE�EA \02 PG Nv �' U W EMPO R Lj, 3 �l D8 3 933\ E21 PA i � � CO �/W �, CASING + 3.5' $�� 33 0�� P� 0\ - q� �' \3" X 22AK E\ � _ i TS � � ° BRK S EP `� ��1, F CURB) S 1A`� ° 0�39 \OAS w°AK O OGRAPD�4A�FC F) SFD �� 0' ISBKD\--° > 22° 1806 BRADFORD CIR �� I 3311808 BRADFORD CIR - SHED �, 23A� LL C O O — \`.� ��PE� TEMPO \3„ z �' W E P oA o T EMPORARY a"A Q Q \ \ 8\2H W • WOAK Z N-E 1 IM ACTS . , N, F RR� 32 ° ° P „ ° m F ON ° ANSg a q / X 327 � \\) . 18 AC ( 64 SF) \�\/ ESQ �M`( � pG g �, PORAR�! \ \3R E° E p GL8G5 .\ \MDg 2Gg P G \g0 2 AI`J-E T —326 `� G� I M PA S 0 BU P \I\� 0 �,\� o W\L DB \3q8 PG 22 \2 \��`. PD \9'0\-q� 8 O.ON AC PACTS S 764,Oc� ° vjOA� -�3 3 ��A a X X P8 39-0\-q� P\N' 0 a„ X WOAD '2 g0 P\N 0� 0 PER N BR —s X w„ \\Nv ZO N E I P 3 „ X X X W 2 \o,AK \c X X X PERMANENT 0.015 ( 9SF) 32 X X ° 5 • RO 3 X -- \So 5, E\P ZONE 1 IMPACTS _ X D i — �� X L RI X RM 22 °g X \ — _ — X W� W 6, K s �X 0.015 AC (659 SF) � 3 X >S0 - � ° REVISIONS N N X " \0"� X \0" • W O U 0 MAP X w 0 A X �, \N \Nv 0-- T _ AK \o z \2° W 0 A °E s a�°34'25 ?ONN �, ZONE 1 PERMANENT X \ E s 75°52'4I' E BE "' m �� _ BUFFER IMPACTS _ X W�`AK ° W X X X X X X DRAWN BY: CHECKED BY: X X X X X X ZONE 1 TEMPORARY 7 ' X X X X X X \�\/F�F X �.\ \RA N� I BUFFER IMPACTS X X X X X SCALE 10.- 1 N/F ON\AS G 22- \� 5 -7 p8 � 9 5 Site Feature Buffer Impacts- Zone 1 Buffer Impacts -Zone 2 Temporary Permanent Temporary Permanent Ft^2 Acre Ft^2 Acre Ft^2 Acre Ft^2 Acre 1 UT to Northeast Creek 764 0.02 659 0.02 432 < 0.01 415 < 0.01 Project Total 764 0.02 659 0.02 432 < 0.01 415 < 0.01 51 VKIVI HNU WORK 5z£— B�F ERPNE 2 MPACTSNT UTILITY PLAN �NPROF &FINAL ESC 3 � a Sj AKNOD 1g05 F ZONE 2 TEMPORARY BUFFER IMPACTS COO PO 11_p\ O O ALL CONSTRUCTION SHALL BE PER CITY OF DURHAM AND/OR NCDOT STANDARDS AND SPECIFICATIONS Wve. !' � in o a Wynn Rd. Oakmont Ave. 1954 32 Glaxo .antar �� C 1 Castlerock Bradford L LUi GIa Dr. Crr. / PROPOSED/UNDER �� CONSTRUCTION Conway Dr. Dial pr.En / i Eastwood / 'Pp Ca alina % 1121 V co 3 / � / J VICINITY MAP (NTS) PROJECT DATA PROJECT NAME: BRADFORD CIRCLE DRAINAGE IMPROVEMENTS AREA OF PROJECT DISTURBANCE: 28,750 SF / 0.66 AC PROJECT NOTES TOPOGRAPHIC INFORMATION BASE ON CITY OF DURHAM GIS. BOUNDARY INFORMATION BASE ON SURVEY CONDUCTED BY CALYX DATED J U LY 121 2018. is Ei W �I m -P I N w I 7� O 44 DESCRIPTION OF PROJECT / THE PROJECT INVOLVES REPLACEMENT OF AN EXISTING STORM AT BRADFORD CIRCLE. THE PROJECT ALSO PAVES THE CUL-DE ADDS CURB AND GUTTER WITH A SIDEWALK. THE BASE OF THE CL WILL BE COMPRISED OF PERMEABLE PAVEMENT N a RESOURCE ORDINANCE COMPI / L Q U FLOODPLAIN PROTECTION: THERE IS NO FLOOD PLAIN ON -SITE U WETLANDS PROTECTION: THERE ARE NO WETLANDS ON THIS SI STREAM BUFFERS: BUFFERS AT PROJECT OUTFALL o� CV � 61 p� PROJECT AREA CITY OF DURHAM BRADFORD CIRCLE DRAINAGE IMPROVEMENTS STREAM & WETLAND PERMIT DRAWINGS PERMIT DRAWING SHEET 3 OF 4 Site Feature Wetland Impacts Stream Impacts Temporary Permanent Temporary Temporary (Stabilization) Permanent Ft^2 Acre Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre 1 UT to Northeast Creek 25 99.0 < 0.01 5 5.5 < 0.01 Project Total 25 99.0 < 0.01 5 5.5 < 0.01 / / / / / / / 0 N 00 o / a — z SCALE: 1" — 40' / m / / J Q / / co N/F HARRIET KING 3 DB 1977 PG 767 k PB 77 PG 22 / PIN: 0739-0I-47-6589 N/F / CURTIS W. GREEN DB 1222 PG 924 N/F PB 77 PG 22 BOBBY L. BLACK / PIN: 0739-0I-47-7577 DB 1548 PG 958 PB 77 PG 22 / PIN: 0739-0I-47-8585 , N/F PHYLLIS ARRINGTON-MCGEE DB 6972 PG 404 PB 77 PG 22 EXIg r�NC q,W % PIN: 0739-01-47-9456 k k E` k , , , , , , , , , N/F REJEAN W.HACKNEY DB 3102 PG 338 PB 119 PG 180 PIN: 0739-0I-47-9331 ` 1 V BRADFO------------ - c�, w 1- ------ R/ Ri r K' , 1 ' , , , 3 ' � � , Q � 3 , �/ i "9 W V z N/F RUBEN ALEJANDRO-SUAREZ DB 6846 PG 492 PB 77 PG 22 PIN: 0739-01-47-6334 N/F WILBUR E. EGGLESTON DB 1348 PG 865 PB 77 PG 22 PIN: 0739-01-47-7312 N/F JIMMY D. LANSBERRY DB 7269 PG 984 PB 119 PG 180 PIN: 0739-01-47-8229 N/F RANDY D. THOMAS \ DB 7428 PG 888 PB 77 PG 22 PIN: 0739-01-47-5175 N/F ANGEL M.SANCHEZ DB 7562 PG 15 PB 77 PG 22 N/F PIN: 0739-01-47-6162 DAVID S. SEGURA / DB 4063 PG 991 PB 77 PG 22 PIN: 0739-01-47-7151 SYSTEM 'AC AND IL -DE -SAC _IANCE TE. N/F STEPHEN KYLE GILMORE DB 2316 PG 716 PB 34 PG 35 PIN: 0739-02-57-0486 0739-02-57-0480 N/F DIRE 49CALDWELL B 26 PG 535 PB 34 PG 35 0739-02-57-0384 0739-02-57-0299 SITE 1 I N/F " X W. W. EDWARDS DB 365 PG 843 X 1 PB 34 PG 35 — PIN: 0739-02-57-0209 — k -kJ N/F ANDRE CALDWELL DB 5988 PG 476 PB 34 PG 35 VPI\N: 0739-02-57-0220 X �1 N/F X DEWITT V. RUSSELL DB 4694 PG 496 \ PB 34 PG 35 PIN: 0739-02-57-1223 N/F N/F N/F MERLE J. MINOR STACKHOUSE PROPERTIES, LLC ANTHONY BANKA DB 314 PG 181 DB 7405 PG 84 DB 5908 PG 740 PB 34 PG 35 PB 77 PG 22 PB 77 PG 22 PIN: 0739-02-57-1141 PIN: 0739-01-47-8059 PIN:0739-01-47-9049 N/F DMITRY J. KAKHnK SKY DB 8406 PG 5 PB 34 PG 35 PIN:0739-02-56-9 PLANS PREPARED BY: 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 (919) 878-9560, NC LICENSE NO. F-0112 DO NOTUSE FOR CONSTRUCTION T PLANS PREPARED FOR: rITV nF DURHAM LL] J Q 0. U N� I..L O LL Q M� W V J I— Z LU LU O n� I.SL G LU CD Q Z_ REVISIONS DRAWN BY: I CHECKED BY: TITLE SHEET C000 O ALL CONSTRUCTION SHALL BE PER CITY OF DURHAM AND/OR NCDOT STANDARDS AND SPECIFICATIONS SCALE: 1" = 20' z O N NSF � rn ° NSF��AC\� x w \E�\N �� N N GREY w g08 `! 8 p G g58 CUR P G = ; D8 \5 q P G 22 85 3` A I % / I DB \9 P G 2 C58g Dg \22 P G 22 5� O P 0\, q� - 85 O CD o I vERNANG PB g_0\-q� PB -0\-q� ° 0 39 �° IS'F 180 3 0� 3g F D C\R \ P\ 3 BREp �'F OR C I R I I I �5� P \SpaF ORD C P\N \ ADF oRD `, 2 B BRK — ADJUST JVATE 22„\NE I 5 ST STEP CIAL B \'OF , 2 MET R �ogP o O EC IOC; °K o I I I SEED IL \6„ SE DETAIL B AP ; I I � RM ......,_, 51 q„ 33„ \9„ 34000, Y 50 A P 0 AK �0, C AVE E ---T-- OAK A 339 N x GR AD T SAN IT KY + Q GR NHOLE M AK D SANITARY IC II " i 6°g\' \g„ 4° N O Rl/v�....,., �2\ 34 AK w0 'i1NG R/W �\N \ -- HE j p ,349 301 3 - -- RE AIN I I I,gEN �1 OE ,3A3° I S III � IIII 60, CP- SCALE = 10: 1 , 9 P 3 SD 9 V�-a N/F \D -MC ARR\N�g� 2 p G ERMIT DRAWING P�No 0�3g' ��°SHEET 4 OF 4 /PERMEAB VEMENT �fE ,SEE C800 �,� �� r� rasa+ � � � 11in mill Pgrr OR '10% r a v • • ..Nq .='11IIIIIIIIIIIIIIII!1 PA ��A Ir4wim MW ift-WOM — Si ECI4 BACK F CURB ,IT H SEE DETAI -1 O G PLANS PREPARED BY: R# C%f C PERMANE TESTREAM IMF RALEIGH, NORTH CAROLINA 27609-3960 (919) 878-9560, NC LICENSE NO. F-0112 IMF DO NOT USE FOR CONS`1CRU (71I0-N P NEN � 6�P SSE DB 23\q pG 35 Ogg6 P8 0� 5 3g-02-5� OggO 0 P \N 07 3 g - 02 - PLANS PREPARED FOR: = 3411 I1 ° = - --- - ---- - -- -- N - -- _ _ - I. _ `^� S\ CONC.� coy, A NDRE _,_,_,_,yi E\ o� I EXI G R/W E\P '•� �`. _ =T- - ' S\CJ\ON �' c s� ,333° "AD qg2 O H E ••. R 6 V Ee� \ \Nv oil i 8 3 ��,bHE 342 I PIPE 6 , DI 33�_ gRAfNST E PL �n W� K p8 PLUG e�b \ T URE - N 0 3g 18" RCP --- ' OGU� "''.�, F336.0 z W P5 '° °�'u ss P\ i3g ACQ IN D WER p055\ N . \\\\ N \50A CORNER ; w \ ° \Nv ,33 a �� woA $ E� E \0 (0 2 \ F D C\R _- i NS 1 PE �) �U OC A� \ON `�\ �`'' - 335 S` \ R A�F ORD n J N 0' UG AT STRUCTURE UNKNOWN 23" GR o s \a\0 g20' PE ANENT p 20' PERMANENTgRAD �3L�ACE 18 LF OF b" °v' � \ DRAIN' GE o ° �' R�MAP RAINAGE �� -� 3 SAI T"&' SFWFR Pyc y �NE� 33 ''�i`:. -�" 33 „ � \O ' � EASEMENT N AC 0 \o'� EASEMENT �� WITH 18 LF OF 6 DIP AND ��, AN W ° 338 30° � IWALL 12 F 12" STEEL E\P REJ 3\02 PG \ N� rn CONC Si ; CO/w w' CASING + 3.5' $� 333 0 \ 5' P D - q� - g33 � 2 i) BRK S EP �� \ �`L F CURB) 1A`� ° 0�3g-0� \oAK w°AK X AK S 5 3 P \N ° w w ° O \5 ISFD ISFD �� O, 1802 BRADFORD CIR �,� �' ISBKD __ 1806 BRADFORD CIR .� �'�I 3311B08 BRADFORD CIR - `, 3p HED o 2 .p r,-) \ 0 \NON O O �\ \ c\' IY-i M �o C ° rn --- o vv C\ cn V\4„ �6 w 0 A � \ ,�► 2 WORK � m � \2° o AK 7T \N 328° x P� w �� ANS 327 O \2„AK SOON �( D° \' 984 S 9 N 3" ° E��E 5 �\MM 1 269 P G \80 • wK URE G 86 D8 \9 P G _ g22 326 8 P \ Vv �\� W\\' Dg \348 pG 22 \2 ��\ \ P8 39-0\-q� P A WpAK woAK WORK ° \ g q0 ' 3 \N o 0� N \3 \2 P\N° \o" K � 5 � 0 A J �SG 0 323_ D-1 ma's `� 0A o i HW w 30SI�� 322og\ �SG N UT TO NORTHEAST CREEK TEMPORARY RPg°�4 °FPS STREAM IMPACTS PNP0�39 p\� 25 LF (99.0 SF) PERMANENT STREAM IMPACTS 5 LF (5.5 SF) �_ Z w w J U w U O 0 O LL w V NQ Q L.L 7 m Q 0 S\j NO G K \ • R A- 323 +� 8°A A 50 E 5 E\P - Y \o 9„ D-� =: HW ,�� ® OS ° O RIPR� g 5° ,_ . M w w 8 55 w \� �' 0 0 AK \5 SG K � s; \�\ T N CP REVISIONS 5 0, \0"� (5. �K \r U O MAP K w 0 A 20„ BZ SL O \Nv O I, T ° AK • \o" z Ilk 0 MAP 5„ E 18\°O8 PORK T MPORARY R 320 N� 5 g7°3q 2 N S EAM IMP 1S • \ — gE M �� 2 L. (99.0 9 OR ASN SG \ \SG • � W�°AKA ° \OAK DRAWN BY: CHECKED BY: N w \5„ Site Feature Wetland Impacts Stream Impacts Temporary Permanent Temporary Temporary (Stabilization) Permanent Ft^2 Acre Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre LF Ft^2 Acre 1 UT Northeast Creek 25 99.0 < 0.01 5 5.5 < 0.01 Project Total 25 99.0 < 0.01 5 5.5 < 0.01 \"" 5zE—\/\A PERMANENT STREAM IMPACTS UTILITY PLAN NSF &FINAL ESC 3 8 �KN�US 1 q RCF TEMPORARY STREAM IMPACTS C500