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HomeMy WebLinkAbout20171365 Ver 1_Utility plans_20171204U-4405 NEU ENVIRONMENTAL PERMIT NARRATIVE Fayetteville Public Works Commission —16 inch Gravity Sewer Main: The Fayetteville Public Works Commission, PWC, owns an existing 10" vitrified clay gravity sewer main that runs along the L- line of U- 4405 from the west to an existing manhole at L-Sta. 220+74.50 near Buckhead Creek. From there it is a ductile iron main and traverses northeast to an existing manhole at L-Sta. 221+00.85. From there it crosses the L-line and traverses to an existing manhole at L-Sta. 221+02.04. Next it traverses east to an existing manhole at L-Sta. 221+71.92. From there it traverses east across Buckhead Creek to a proposed manhole at L-Sta. 221.98.96 and this connects to a proposed 8" gravity sewer line running east parallel to the L-line. PWC is proposing to install a proposed 16" gravity sewer main on U-4405 near the creek prior to the transportation improvement project and the installation of other proposed utility lines. The reason that they want to install this proposed sewer main ahead of the road work is that the flooding that occurred due to Hurricane Matthew in 2016 washed out part the existing manhole and sewer mains near the creek. The lengths of the sewer main segments are not of sufficient size to do a trenchless installation. There are inadequate distances between junctions to get under the stream and return close to ground level. The proposed sewer main on the north side of the L-line will connect to the existing manhole at L- Sta. 220+74.50 and traverses north to a proposed manhole at L-Sta. 220+69.78. From there it traverses east to the proposed manhole at L-Sta. 221+60.73. Then it traverses across Buckhead Creek by open cut to L-Sta. 221+92.63. Jute matting will be installed in the creek. From this manhole the proposed sewer main will be open cut to a bore pit at L-Sta. 221+93.21. The sewer main will be installed by a bore and jack under the L-line with a 30" steel encasement that extends to L-Sta. 221.98.96 on the L- line's south side. At this station it connects to a proposed manhole. From there the proposed sewer main runs south to a proposed manhole and existing sewer line at L-Sta. 222+00.07. A 133 ft. sewer main segment will be installed going east along the south side of the L-line from the manhole at L-Sta. 221+98.96 to the proposed manhole at L-Sta. 223+31.55. Also on the south side, a proposed sewer main runs from a proposed cleanout that connects to an existing small sewer line running from the west at L-Sta. 220+34.44 and runs southeast to a proposed cleanout at L-Sta. 220+90.63. It continues southeast to another proposed cleanout at L-Sta. 220+85.75. From this cleanout it continues southeast to a proposed manhole at L-Sta. 221+31.26. The proposed 16" sewer main then traverses east and crosses the creek by an open cut. lute matting will be laid across the water in this area. The proposed sewer main connects to a proposed manhole at L-Sta. 222+44.36 and an existing 16" sewer main that runs northwest toward the existing manhole at L-Sta. 220+00+07. All stations stated in this narrative are approximate. The proposed sewer main installation at Buckhead Creek on the north side of the L-line causes less than 0.01 acres due to temporary surface water disturbances. The proposed sewer main installation at Buckhead Creek on the south side of the L-line causes environmental impacts of 0.02 acres due to temporary surface water disturbances. Fill and excavation constitute a part of these temporary surface water impacts. The total environmental impact caused by these proposed sewer main installations is 0.02 acres due to temporary surface water disturbances. PWC will install an 8 inch gravity sewer main on the south side of Raeford Rd. from L-Sta. 82+10.45 to L-Sta. 83+48.12. They will open cut the wetlands from L-Sta. 83+33.79 to L-Sta. 83_48.05. this will produce environmental impacts of less than 0.01 acres due to excavation in the wetland. The contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old Wilmington Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is james.michel@faypwc.com . Fayetteville Public Works Commission-24 Inch Water Main - The Fayetteville Public Works Commission, PWC, owns an existing 24" ductile iron water main that runs along the south side of and parallel with Raeford Rd. . It conflicts with the proposed roadway construction on U-4405. Hence PWC plans to install a 24 inch water main along Raeford Rd., the L-line. PWC will open. cut the jurisdictional stream on the south side of the L-line at site 2. This will propose a temporary surface impact of less than 0.01 acres. PWC will open cut the 24 inch proposed water main at L-Sta. 85+58.47 to L-Sta. 85+73.35. at site 4. This will produce environmental impacts due to excavation in the wetland of less than 0.01 acres. It will produce 0.01 acres of environmental impacts due to fill in the wetland. The contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old Wilmington Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is iames.michel@faypwc.com . Fayettevile Public Works Commission Overhead Power Lines — At site 1 The Fayetteville Public Works Commission, PWC, proposes to install an overhead power line on the north side of the L-line. At L-Sta. 81+08.69 they need to install a power pole. They will guy the power pole to help support it. The guy wires will run north in a guy pocket. Mechanized clearing will be required in that 10 foot wide guy pocket. Hand clearing will be required from L-Sta. 80+36.45 to L-Sta. 81+36.05 to provide an area for clearing to maintain the proposed overhead power lines. A total of less than 0.01 acres of environmental impacts will be produced by the mechanized clearing for this power pole installation. A total of 0.02 acres of environmental impacts will be produced by the hand clearing for the power lines. The contact for Fayetteville Public Works Commission is James Michel. Their address is 955 Old Wilmington Road Fayetteville, N. C. 28301. His phone number is 910 223-4785. His email is iames.michel@favpwc.com . �_ �-;� z� _- �: �� � _�_ _� r, , > �i � � � �, <-� rt � � �' , ,� ,�, �� � � =-� i n; r�� � w , 1-; -�-, > <, �� ��; � rt �; n �_ � -� �} � , r�; � �� � i �� �_ � � �_� � �� �_ ,- ;�� �,� ,` � =1�� � �+v�-� �� w �s�i�i� -� ,� «, � z ,_, ����- �v T» -��, � -� w ��� c��� J �� i %,+� �`-� � +++ -Y50- � RAEFORD RD. -Y52- — CHILTON DR. -Y51- KATONAH DR. �P _ L�' l' -Y53- GRANDVIEW DR. 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CAMBRIDGE ST FAIRFIELD RD.- 2� -Y13- US 401 BYPASS (SKIBO RD.) � �; UNNAMED '�TRIBUTARY ��i �- -Y 14- — DUKE ST. EMELINE AVE. -Y36- i-STARHILL 2 ll e�o�o �V �o U-4405 GREENLEAF DR. -Y 15- � POMPTON DR. O J CINDY DR. �� m i W , `_ � ,- � z � 2 � � �llllJL�� JL 1W �o U E-1 END TIP PROJECT U-4405 -L- STA 324+00.00 �^ WILLBOROUGH AVE. �� ,`O �RAVENHILL DR. �l� /i -Y40- EXECUTIVE PL. � - - - ORD RD �l i, ' � �� 1� ^' -L- SR 3569 �RAEF I ' ��_��-',� �- -Y35- �`-V � �_;: 1, MARLBOROUGH RD". II FORSYTHE ST: -Y39- PURDUE DR. ABERDEEN & ROCKFISH RAILROAD CAPE FEAR RAILROAD ' -Y44- � FAIRWAY DR. � -Y43- - ROBESON ST. %�'�. �\ �`� � � ����������� ����� ��� N�'Il" A��]E IF��lfB C4DN�'1['I$�7C'J[`d�N DIVISIOl�I OF HIGHWAYS UTILITIES U1VIT 1555 MAIL SERVICES CENTER RALEIGH NC 27699-I555 PH011tE (919) 707-6690 FAX (919) 250-4151 BO HEMPHILL, P.E. UTILITIES REGIONAL E11iGINEER KELVIIV MARTIIV UTILITIES ENGI11lEER KYLE PLEASAIVT UTILITIES AREA COORDINATOR LARRY JAMES JR. UTILITIES COORDINATOR (lj � �, � � DENOTES EXCAVATION PROJECT REFERENCE N0. SHEET N0. U-4405 UE-2 �N WETLAND N 66�40-23�� E UT I L I T I ES BY OTH ERS N 65°22'29" E i � �' 225,60' 267,66 F F DENOTES FILL IN S I TE 1 WETLAND � ��� SITE 1 �,�, �, � DENOTCLEARING NIZED MECHANIZED CLEARING IN WETLANDS =< 0. 01 ACRES � DENOTES TEMPORARY HAND CLEARING IN WETLANDS= 0.02 ACRES _ IMPACTS IN SURFACE WATER I i �DENOTES TEMPORARY ` � FILL IN WETLAND - - - � I ` NOTE: ALL UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK SHOWN ON THIS SHEET. �--� 1 � " T L � , \ __ _ ,,;-� ��� ` __ �_ UE-2 CORRESPONDS TO RDY 9 _ � '` ��8j�\ � W� f .� , � �� � -i� � � � � � � RAEFORD CORPORATEy�'ARK � � � � \ � \ � N 71°30'29" E PROPERTY OWNERS ASSOC.II�C. �o� - 31 � DB 9374 PG 3�1 � �` � � � � oe69, PB 132 PG 83 � � � � � �e,� 1� � � � 1� \ � z � , � � � 1` 1� � � \ . 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T ; ' �. �: � � - �--- II ' �BOL ; � � �5 �� �,��TAL����, , � �c �� � L Q) i1� / � � A � � �`� - � � II RETAIN SYSTEM ������ ; � F.s 9�,a i- ��/ IRELAND CROSSING INC �� ,�� ��� �'� I I59�g � i c� �'� / %/ DB 4262 PG 3�1 g -------' BOL -��RIVE,THRU I p� I / a� w � PB 73 PG 61 9 �_---��Nu � i �� / �o --- -- I 1� 5�5I ov",, ° � O �% � 'S; �9 �9- ; � &.�9 1 -� 9 c' I CONC i --- k c�99zea�e� / �� ��112 / ' "� t' � ; �� �� S 86°46'18" W S 86°46'18" W ' 86°46'I " � I 111.83' 25,50' 79.78' �- 196a03' S 86°46'18" W - SITE 6 � SITE 6 �z TEMPORARY IMPACTS Z �o IN SURFACE WATER = .02 ACRES; �� � �� = 22 LF P� � N � IRELAND CROSSING INC eti°' tiP � � PB �73� G 61 �� �'� °�M � �' � I� I �� � �I� III � i 60� I� II � � I I �� � o ' � cB II N o � ' I II �� � � I� ,' esr I II 3i ANS .i . � I � ��; �� �� � � � � � I i II I� -L GHT I I. �f,- II I � � I II � � II I '' � I �� � � 1� �� I ; \•�� I�� � � ��� II = I{ \�&�� coNc II I�C, jt • Sj _$ J �� I -��r� �� � — �� I I I II � - Y27- # 75 � I II I I I II � �I II I � � esr III I `� I II I I III� I� III WETLAND PERMIT IMPACT SUMMARY W ETLAN D I M PACTS S U RFAC E WATE R I M PACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) U 1 80+33 to 81 +36 -L- Water/Power Line < 0.01 0.02 U2 82+54 to 82+88 -L- Water Line < 0.01 U3 83+24 to 83+63 -L- Sewer Line 0.02 < 0.01 U4 85+57 to 85+74 -L- Water Line 0.01 < 0.01 U5 221.52 to 222+01 Sewer Line < 0.01 45 U6 221 +59 to 222+28 Sewer Line 0.02 48 TOTALS*: 0.01 0.02 < 0.01 < 0.01 0.02 0.03 0 93 0 *Rounded totals are sum of actual impacts NOTES: Revised September 2014