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HomeMy WebLinkAbout19970099 Ver 1_401 Application_19970210McGill A S S O C I A T E S January 22, 1997 RECEIVED Mr. David Baker '01 ISSLIEU, FEB 1 01997 U.S. Army Corps of Engineers Regulatory Field Office EWIRONMENTALSCIENCES 151 Patton Avenue, Room 143 RAPICy Asheville, North Carolina 28801 -5006 RE: Request for Nationwide Permits Hominy Creek /I -240 Sewer Line City of Asheville Buncombe County, North Carolina Dear Mr. Baker: Please find enclosed one (1) copy of a completed and executed application entitled "Joint Form for Nationwide Permits" for the above project. This project consists of construction of new 12" and 8" sewer lines, beginning on the north side of Hominy Creek, crossing the creek, and proceeding southerly for approximately 3,950 lineal feet, crossing I- 240. The construction of this sewer line is necessary due to the annexation of the surrounding property by the City of Asheville. This project has been designed to avoid and /or lessen the impact to wetland areas within the proposed sewer route, taking into consideration the comments you offered during your field visit with Dale Pennell of our office on November 25, 1996. This submittal includes a vicinity map and copies of the construction plans and details for the construction of this sewer line. By copy of this letter, we are transmitting copies of this submittal to the following agencies for their review: • Water Quality Planning (7 copies) Division of Water Quality NC Department of Environment, Health, and Natural Resources 4401 Reedy Creek Road Raleigh, NC 27607 • U.S. Fish and Wildlife Service (1 copy) 160 Zillicoa Street Asheville, NC 28806 E n g i n e e r i n g P l a n n i n g • F i n a n c e McGill Associcues, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801 704- 252 -0575 • FAX 704 - 252 -2518 Mr. David Baker January 22, 1997 Page 2 • State Historic Preservation Office (1 copy) NC Division of Archives & History 109 East Jones Street Raleigh, NC 27601 • North Carolina Wildlife Resources Commission (1 copy) attn: Mark Davis Route 1, Box 624 Waynesville, NC 28786 Your review and approval of this submittal will be appreciated. If you have any questions, please do not hesitate to call me or Dale Pennell of our office. Sincerely, McGILL ASSOCIATES, P.A. �g DANNY B. BRIDGES, P.E. cc: Anthony M. Lewis bridges /96317.00 /letters /db22jan7. doc I I ISSUE DEM ID: ACTION 1D: Nationwide Permit Requested (Provide Nationwide Permit ##): 12, 13, 18, and /or 25 JOINT FORAM FOR - Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILNIINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL MANAGEMENT DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONMENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES Wilmington, NC 28402 -1890 P.O. Box 29535 ATTN: CESAW -CO -E Raleigh, NC 27626 -0535 Telephone (919) 251 -4511 ATTN: MR. JOHN DORNEY Telephone (919) 733 -5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: City of Asheville 2. Owners Address: P. O. Box 7148, Asheville, NC 28802 3. Owners Phone Number (Home): N/A (Work): 704 -259 -5617 4. If Applicable: Agent's name or responsible corporate official, address, phone number. Anthony M. Lewis, Technical Services Director 5. Location of work (MUST ATTACH MAP). County: Biro- mmhe Nearest Town or City: AghPvi 11 P Specific Location (Include road numbers, landmarks, etc.): 1) Crossing Hominy Creek approximately 400 -fc downstream from South Bear Creek Bridge (S.P.. 3413) 'and 2) adjoing south and north right -of -way lines of 1-240 6. Name of Closest Stream/River: T4nmi ny 7. River Basin: French Broad 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS n? YES [ ) NO [ I 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO (A If yes, explain. N/A 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: Approx. 3.5 acres 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: AM-rox_ 0.1 acre Drained: -0- Flooded: -0- Excavated: -0- Total Impacted: n _ =7r� 12. Description of proposed work (Attach PLANS -8 1/2" X I 1 "drawings only): 1) Aerial sewer line cross of Hominy Creek on concrete piers, and 2) Installation of sewer line through edge of wetlands (See Attached Plans) 13. Purpose of proposed work: Tnsta l > at-i nn of new sewer lines by City of Asheville to serve recently annexed areas. 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Al o, note measures taken to minimize wetland impacts. SPvPraI routes for sewer line were explored; this roue causes the least wetland damage, and preserves natural wetland area. 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service (NMFS) regarding the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? YES [ X] NO [ ] RESPONSES FROM THE USFWS AND /OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES [X] NO [ ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: A. Wetland delineation map showing all wetlands, streams, and lakes on the property. See Attached. B. If available, representative photograph of wetlands to be impacted by project. See Attached. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the, delineation line. r' /A D. If a stormwater management plan is required for this project, attach copy. N/A E. What island use of surrounding property? Ra -,i rlQnti a 1 F. If applicable, what is proposed method of sewage disposal? Public System C �� �i � , XF1fURE I2 - IHrqDate or -fly Ctal�'� tP. f 1;) o°i �" _ ✓�'. ��. 1/% pt� _ .; �.., •" _ , r__,� J O P W �, y •z o ti I I r I-1 �' �, r 3939 35 n w73}ItPQ� i ��. •' j, �� . • ,Q �� �.. � l- TAYWOOD -rte• L��� U8�,y8��. � �� g V 'Va15cg _ J W �'� � � L,� o '�� � 393H ' •l o 111\ ` I �• A 'a 11/Z VIII(I 3937 ,� n, "ev,i(s • ' ,'; � : °e ' ,; � � - -•� � - ' o • Q1 aYS P\ / \ �� A f, gM80Y _ - 1'ECk - V �� ' ,li•,� I ,; �� ��._ --_ enAirtjeld 0�OAf� �•Ia.fA tan�C� w =� -., -� - rPRI�P 20o0 � a W lll�k �oGA ?101 of PRoJ EG °J ✓��\� ,. ffW ° Lake,' 3930�f�,� X004' / �I• �� I n Ce u W'\ •/ V %�'{ \�, --1 �1 `- it Z�p0 \� \� ®•• _ � •�_ f;� poi e2To��- -`� r _ EEK f I antla Shur ! �� P ` er-O �\ 3935 �• i /�rf�� — wV7.' 1 \ McGill 0 c 1 n 'r E s "34 A S S i ` \L Q E11 ineerin Planning Finance A / ��, •�' llrGil/�Iseuciu/c3 PA • P.O B,,x 2251) a,he i /le. VC2RR02 55 704-252-0575 • FAX 704-252-2518 .� `KSCCAxcnni�; I ��� it o i �o�� •sue r � ., -,r � 7 - -- � _ A y I° 11 l �� • r ., I 0�G , Q,SJO / � esterly La jam• ,, -� � -i-� . ,l•1 ��\ � en LINE 2 momim, I PROJECT LOCATION MAP BREVARD ROAD ANNEXATION HOMINY CREEK / 1 -240 SEWER LINES C T-Y 0 AS mV m m m BUNCOMBE COUNTY, NORTH CAROLINA I DECEMBER 1996 no; NOT TO SCALE ;2p �EESS /34N. _ 1 SEAL i 16732 J - ' PROPOSED SILT FENCE- PROPOSED RIPRAP STREAM BANK I PROTECTION (120 SY) PROPOSED - CONCRETE PIERS (3) 17 I = MSD MANHOLE #21042 TOP 2003.70' r-- - - { MAPLE 11' WALNUT t ' INV. IN 1990.80' - �_ j INV. OUT 1990.50' - 1t- wALNUTX-K;_ NCGS COORDINATES (NAD27)' i ' N 680,137.79 E 927,325.48 / 1 AMOS do LOTTIE IMPS 9628(19) -70 -3128 a U, N PROPOSED GABIONS FOR STREAM BANK RESTORATION - i 1 1� Z. 17 DOUBL OAK 8' Wj� /, • 1 ' �i \ 1 ,r r� i PROPOSED LINE 2 I (SEE SHEET C4) STA. 11 + STA. 10+ PROPOSEI N 680,04 E 927,45 WALNUT f�l: 1�1. �1l lfi �i 'fi 'iffi G A V E L P A R K I N G el 1 - ii ; 155 LF 12- U.I.F. a U.LL7o (LONG SPAN, RESTRAINED JOINT) RIPRAP 47REAM BANK - PROTECTI N (SEE DET IL SHEET; EXISTING TOP EL. 2603.70' J z r� -TOP E=. 2001.6' TYPE %Ar LID EXISTING i !W N i x J O F- n O U r- W Z Q Z in O 10 +00 CONCRETE PIERS (�3) tt r- Z N J W 0 Q O +Ocn 0 Ia -Fa—w U)(n M 10 +50 11+00 11+50 12 +00 12 +50 ' EXISTING 27" SEWER LINE - 1 U INV OUT EL. U INV 199 13E DRILL TOLE FOR '.INE 1 1 J z r� -TOP E=. 2001.6' TYPE %Ar LID EXISTING i !W N i x J O F- n O U r- W Z Q Z in O 10 +00 CONCRETE PIERS (�3) tt r- Z N J W 0 Q O +Ocn 0 Ia -Fa—w U)(n M 10 +50 11+00 11+50 12 +00 12 +50 STA. 28+62.73 LINE 1 PROPOSED MANHOLE #7 N 678,812.15 E 927,974.06 11,000, WErLANDS AREA 00� OF / LEI 0 D 0 C( OT T 1.73 LINE 1 MANHOLE #6 .56 .57 STA. 28+62.73 LINE 1 PROPOSED MANHOLE #7 N 678,812.15 E 927,974.06 11,000, WErLANDS AREA 00� OF / LEI 0 D 0 C( OT T ' PROPOSI 210 LF ' INSTALLE MATCH LINE STA. 30 +00 WETLANDS AREAS I ' PROPOSED - Ir LOCUST OROPOSE 50' TEMPORARY ;r SILT FEN CONSTRUCTION EASEMENT , s- srcAMo STA. 31+67.45 LINE 1 PROPOSED MANHOLE #8 N 678,660.05 ' E 927,710.01 ' STA. 33 +52.79 LINE 1 WEST ASHEVILLE ASSEMBLY OF GOD. INC. PROPOSED MANHOLE #9 9627(08) -89 -2462 N 678.475.10 ' E 927,721.97 1 POSED 'LF 18" STEEL ENCASEMENT ALLED BY BORE & JACK 1 � PROPOSED SILT FENCE PAVED MEDIAN WITH �1 DOUBLE GUARDRAIL GUARDRAIL UARDRAIL 'OSED FFNCE'� rj ti N 215.13 c� S 3� 34' l e r r S1'CIJIORE yi o I ' PAVED SHOULDER PROPOSED STA. 35 +19.27 LINE 1 ' 20' PERMANENT PROPOSED MANHOLE X10 EASEMENT N 678,350.91 ' E 927,832.85 1 JELEV 2029.90 MONUMENT NOTE; LOCATIONS OF �" EXACT LOCATIONS AR ' JSED ENCE \RDRAIL 1 a] STA. 37 +34.40 LINE 1 PROPOSED MANHOLE #11\ N 678,178.14 / ROBERT P. d 9827(08) il STA. 39 +c. PROPOSED N 677,96-1 E 928,114 PROPOSED 50' TEMPORARY CONSTRUCTION EASEMENT STA. 38 +76.67 LINE 1 rouR< PROPOSED MANHOLE #12 9627 2�(oa) -7 N 678,055.56 E 928,033.23 WERANDS AREA STA. 37 +34.40 LINE 1 PROPOSED MANHOLE #11\ N 678,178.14 / ROBERT P. d 9827(08) il STA. 39 +c. PROPOSED N 677,96-1 E 928,114 PROPOSED 50' TEMPORARY CONSTRUCTION EASEMENT STA. 38 +76.67 LINE 1 rouR< PROPOSED MANHOLE #12 9627 2�(oa) -7 N 678,055.56 E 928,033.23 1 I �I C —I I I- I {7 -- -1 I IT- I I 1 =1 11 =1 I -1 EXISTING SOIL I� =�= Lit =1L =�= EXISTING SOIL III =w - III - III =III -I - ���� 12" OF FINE LOOSE EARTH FREE FROM LARGE CLODS, STONES, DEBRIS, VEGETABLE MATTER, OR OTHER OBJECTIONAL MATERIALS. j /\ \�/ • . TRENCH BACKFILL MATERIAL COMPACTED TO 85% STANDARD PROCTOR IN 12" LIFTS. DRY UNDISTURBED INITIAL BACKFILL EARTH 2.0' SEE TRENCH DETAILS. TRENCH BACKFILL IN EASEMENTS & RIGHT of WAYS �` EXISTING GRAVEL o o' ., °.." •'' s '� EXISTING GRAVEL � / / \/ � • 12" OF A.B.C. COMPACTED TO 100% STANDARD PROCTOR IN 4" LIFTS. ` / / / \ \/j • . . ' . .' TRENCH BACKFILL MATERIAL COMPACTED TO 95% STANDARD PROCTOR IN 6" LIFTS. DRY UNDISTURBED INITIAL BACKFILL EARTH 2.0' SEE TRENCH DETAILS. GRAVEL SURFACE REPAIR TRENCH BACKFILL D 0JN G(37-1 �Np 15 p�HSd M 0�3 800 o�� i AA "OON pNlp�� jNp15 is so 00 r 12" - 18" CLASS B RIPRAP ON 1 -1/2 TO 2:1 SLOPE EXISTING BANK (TO BE RESLOPED & STABILIZED) 11/2 -2 `1 STREAM LEVEL VARIES 6" - 12" 6" LAYER DENSELY GRADED FILTER STONE-' EXTEND RIPRAP A MINIMUM OF 8" BELOW STREAM BED RIPRAP BANK PROTECTION DETAIL t 40' MAXIMUM TYPICAL EACH SIDE - - TYPICAL EACH = TOP OF BANK ADDITIONAL SPAN .•_ 20'( P) 9' - 9' -- 20'(TYP.) -- - 9' -+- MINIMUM MINIMUM ALL SECTIONS MINIMUM A TYPICAL TYPICAL TYPICAL . ABC. 4 f d Di II li (u- q II II "�-CONC. PIER TYP. PIPE COUPLING D.I. PIPE W/ "LOK FAST" JOINT OR EQUAL ELEVATED CROSSING - TYPE III TYPICAL CROSSING I 1 ' � I LONG —SPAN DUCTILE IRON PIPE PIER FOOTING I PIER 1 I 1 ' I I I STRAP (SEE DETAIL) ' PLAN ' DUCTILE IRON PIPE STRAP do ANCHORS (SEE DETAIL) ' 1 4 ' I 1 of I 1 to 1 I 1 I 1 fll 1 I I CONCRETE PIER t I I° I 1 I I (SEE STRUCTURAL DRAWINGS) 1 of i i lo VARIES I I 1 1 of I 1 1 1 I I 1 to I 1 I 1 I I I 1 I of I I ID I I 1 I I I I of 11 I 1 Io I 1 I - - -_- ' "'� PIER FOOTING (SEE U)cTURAL SECTION RAWING � CONCRETE PIER CREEK SEWER LINE T SANDBAf P_ AT AN1 WATER FLOW n CREEK SEWER SANDBAGS ON FACE -. A fo CRT:TE P OR IER - - STREAM BANK =_ :"op OP STREAM BANlCT PLAN A I COFFER DAM DETAIL SANDBAGS ON FACE RI�e ii ..................... .............. . .... ..... :� ...... . NOTES 1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE —HALF (1/2) OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. 2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. 3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED IN STREAM FOR ANY REASON. 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR CONSTRUCTION OF SEWER LINE AND WILL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK IS COMPLETE. 5. COFFER DAM DETAILS SHOWN ARE CONCEPTUAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL COFFER DAMS. a- a t McGM A S S O C I A T E S C O o + E °" a� on � � 3 � � o w O � � 3 ° � o 3 � b Z� 3 gx.n O1-4 U cd c: cad o cd j a� 0 3 ° ao b � F. N 3 C) 0 own >, a� o W o� 8 M F-' � Q � U z E n g i n e e r i n g • P l a n n i n g • F i n a n c e ' McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801 704 - 252 -0575 • FAX 704 -252 -2518