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HomeMy WebLinkAbout20010856 Ver 1_COMPLETE FILE_20010606Michael F. Easley Governor %William G. Ross, Jr., Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Quality June 14, 2001 DWQ# 01-0856 Buncombe County Metropolitan Sewerage District of Buncombe County Post Office Box 8969 Asheville, NC 28814 APPROVAL of 401 Water Quality Certification Dear Sirs: You have our approval, in accordance with the attached conditions, to construct a sewer line across Sweeten Creek in Buncombe County, as described in revised application materials received by the Division of Water Quality on June 6, 2001. After reviewing your application, we have decided that this work is covered by General Water Quality Certification Number 3288, which can be downloaded from our web site at http://h2o.enr.state.nc.us/ncwetiands. This Certification allows to use Nationwide Permit Number 12 when the Corps of Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-9646. Sincerely, Kerr T. Stevens Attachment cc: Corps of Engineers Asheville Regulatory Field Office Asheville DWQ Regional Office File Copy Central Files North Carolina 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) 010 8 516 DWQ ID: v CORPS ACTION ID 401 ISSUED NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #): PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERMITS THAT REQUIRE: 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFICATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT _ SEND THE ORIGINAL AND ONE (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN v (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27609. PLEASE PRINT OR TYPE. 1. OWNER'S NAME: Metropolitan Sewerage District of Buncombe County 2. MAILING ADDRESS: Post Office Box 8969 SUBDIVISION NAME CITY: Asheville STATE: North Carolina ZIP CODE: 28814 PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING ADDRESS ABOVE): Yorkshire Street and London Road area 3. TELEPHONE NUMBER (HOME): (828) 254-9646 (WORK): (SAME) 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: Mr. Tom Hartye, P.E. Post Office Box 8969, Asheville, North Carolina 28814 (828) 254-9646 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: Buncombe -NEAREST TOWN: Asheville Un-named Tributaries of Sweeten Creek SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Two (2) creek crossings are located off of Yorkshire Street to the south of Interstate 40 Three (3) creek crossings are located off of London Road to the north of Interstate 40 6. IMPACTED OR NEAREST STREAM/RIVER: Sweeten Creek RIVER BASIN: French Broad 7a. IS THIS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER SUPPLY (WS-I OR WS-II)? YES ( ) NO ( X ) IF YES, EXPLAIN: 7b. IS THIS PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO (X) 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? No 8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ( ) NO ( X ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ( ) NO (X ) IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: N/A 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0.026± I Oa. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: FILLING: 0.026± FLOODING: 0 DRAINAGE: 0 TOTAL ACRES TO BE IMPACTED: 0.026±(sewer crossings to be excavated then backfilled) 10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: 40'± max FT AFTER: 40'± max WIDTH BEFORE (based on normal high water contours): 5'f AVERAGE DEPTH BEFORE: <1' FT AFTER: <1' (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: CHANNEL EXCAVATION: X CONSTRUCTION OF A DAM/FLOODING: OTHER: PLACEMENT OF PIPE BENEATH CHANNEL FT FT FT 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMENT TO BE USED? (ATTACH PLANS; 8 1 /2 BY 11 DRAWINGS ONLY) Overall project includes the replacement of approximately 5,100 lineal feet of existing, broken down sewer pipe with new ductile iron sewer line and the replacement of approximately 2,000 lineal feet of existing sewer line with new polyethylene pipe by pipe bursting, including all related appurtenances. Existing pipe crosses the tributaries of Sweeten Creek five (5) times. 13. PURPOSE OF WORK: Replacement of existing clay sewer lines that are in poor condition with new sewer lines. 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) EXCAVATION: 0.026± OTHER: 0 The existing lines cross beneath the tributaries of Sweeten Creek, and replacement of these lines will require the crossing of the streams. Proper erosion control measures shall be taken by the Contractor to minimize sedimentation during construction. 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITATIN THE PERMITAREA THATMAYBE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: N/A 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. DATE CONTACTED N/A 17. DOES THE PROJECT INVOLVE THE EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE) LAND? YES (X ) NO ( ) (IF NO, GO TO 18) a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ( ) NO ( X ) b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES ( ) NO ( ) IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETF, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS: a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BYPRODUCT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORM WATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Wooded, Residential f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Gravity Sewer g. SIGNED AND DATED AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED i ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM. GNATURE ATE (AGENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM THE OWNER IS PROVIDED). SMH i, C2 INLET ?C2 9647.12-86-8096 INLET BILTMORE HEIGHTS LLC D.B.2046 PG.112 r' P.B.S PG.27 ' BILTMORE HEIGHTS r-/ Block C FAI w / Lot 25-31 & 31A-25G S44'11'43W N r' 385.06' Q .. / EXISTING w ' PROPOSED 2-INCH WATER LINE--N r a 20 LF CONCRETE ENCASEMENT AT CREEK CROSSING .2071 207 STA. 11+67.07 LINE A PROPOSED ?---REPLACE EXISTING MANHOLE WITH -L oin. 2069- OX? ? NEW 4 PRECA-ST-M-ANH-OLE--.__._ 2068-- x 14ir 'RECONNECT 4r SERVICE DIRECTLY 2os7=?. -? TO THE NEW SEWER LINE t ? r=^? 1 206y-. 1 /2065 j? 9647.12-86-9226 BARBARA LOUISE MATHESON It D.B.1706 PG.623 frff° n.N1LLQ P.B.154 PG.22 >rf ,? t J M CAMPBELL CLYDE REED ETAL ?I .Box,£LOER OPOSED 1 Lot 13 & PT 14-15 - EXISTING n.BOXI ELDER 9647.12-86-7 AANHOLE BARBARA LOUISE M. ?. - N 65' 28' 28" W UL?LBE RY D.B.1706 PG-6 1 4. 83.29' :r 1?fn.B ELDER P.B.154 PG-2 TOP 4"VCP206V61 'e J M CAMPBELL CLYDE 18in.WALNUT Lot PT 10-1 I CONC.R/Y( MON. ?; 6 MH# 12580 l SMH INV=2057.98 TOP=2063.23 , TOP BANK INLET A 8"VCP INV EL=2058.23 / ??• . X -x R/W 0004 / INLET B 47VCP INV EL=2059.88 14in.BOX ELDER 121n-BOX ELDER 12in.MgPLE MH# 20in.SYC BOX F? ER S. 39' 59' 56" W =2076.67 ' NV=2054.27 k ' IP INLET INV+-222 83.78 :P "A " INLET INV=-22. EL=2054.67 \ i )POSED INCH DIP TO REPLACE _ STING SEWER LINE 1-40 R/W ;TA. 10+83.29 LINE A PROPOSED :EPLACE EXISTING MANHOLE WITH MSD MH# 39485 SMH INV=2055.45 TOP=2063.45 SEW 4'0 PRECAST MANHOLE INLET 8"VCP INV EL=2055.65 LINE A PRO[ HORIZ SCALE . : VERT. 1'= 5' -11M.. I7 i a ¦w. mm-s- 50' " = SCALE: HORIZ. 1 VERT. 1 5' / / 02-WA EXISTING GROUND a / ? of W ) 0 p? N ? $ r PRO OSED 20 F CONCRE ENCASEI Al Dip AT REEK CRO SSING Ld W ? O O oLLJ o-j ? -ne 11 = = W-0 1.01 11 = _ aa a a¢a LLI ?Z U)LoW w H J : EWN - Lr) • CD LO N? trj UMLf) WLid N f rsjn W OW ? MIn ' ONLO W LL ) C I DU N = + LLI - V:a F- N =) ?a w0? . Q ? : ZZ 0 n z U) W Z t -- 36.24 LINE H PROPOSED EXISTING MANHOLE VATH PRECAST DROP MANHOLE, CT 6-INCH SERVICE LINE MANHOLE W/ DROP / ION 9647.08-88-3913 \\ /' MRS HELEN B. HOUSER P.B.14 PG.81 \ J J REED.ESTATE \ Block BIJ \ Section A \ Lot 6-10 BLK G 3-9 BLK 1 1 BLK \ NG 12'LOC. WENT EASEMENT ONE' 14"LOc R AND STERNBERG \ EXISTING 10" VCP LINE TO BE UPSIZED TO 12" BY . PIPE BURSTING (TYPICAL) \ \ \ J '\ \ a \ O UST-N,. \, ?\ ??? -RTIES 2006--f ?N DBL24" / 12"LOC SYCAMORE 14 LOCUST -MSD MH# 39503 I S 29' 56' 37" E TOP=2005.00 1 SMH INV=1993.05 10"VCP INLET INV=-11.6 EL=1993.20 6"VCP A INLET INV=-5.6. EL=1999.40 It j M: TOP m015.7 E up T ASP7'1AL?- '?? 359.94' 9647.08-88-3913 MRS HELEN B, HOUSER D.B.726 PG.52 P.B.14 PG.81 ?G?-GAS LINE 71- F 9647.08-88-5877 FERGUSON ENTERPRISES INC D.B.1526 PG.532 P.B.24 PG.41 T J REED EST tI MSD MH# 12637 SMH INV=2001.35 TOP=2013.65 10"VCP INLET INV=-11.3 )200 6-PVC: INLET INVEL=2007. %/v ASPHALT a_c6"PVC "m-l\% \ \ STA \. REP! \\ NEW REC \ CON i LIIVC n rrtyrIL- SCALE: H ORI Z. 1"= 50' VERT. 1 "= 5' EEK 10" VCS 1o11 CP 8 RSA I 12 E p? E EXISTIN 10" VCP LINE TO BE UPS ZED TO 1 BY PIPE B RSTING ( ICAL) v M O ?iE N rz N W N O (L O ? a- Z ? 0 =Q 0 0 ZO Z CO LO N ? vin co (n N O N °F-- m X co w O C-4 z LO V J b ^ r- Q W i F N t ;. Q a 7 77' STA 26+41.74 LINE H= STA 10+00 LINE G PROI REPLACE EXISTING MANI- 4'0 PRECAST MANHOLE STA 24+27.14 LINE H PROPOSED NEW 410 PRECAST MANHOLE W/ WATERTIGHT LID (INSTALLED AT ,,.LOCATION OF BEND IN EXISTING LINE) ?/ S 43' 34' 38" E •\\ `\ 107.57 /? \ N \ 647.08-88-8226 PAUL . CAPRARO ' D WIFE FRA ESCA Q. CARRARO D. 2215 PG.600 \ TBM: \ \\ MARKER \ TOP OF FM \ GAS \\ 2018.46 \ 1 \\ B s \ \?' 20' - 10"( \\ MAPLE WAL \ 16' \ MAP ASPHALT PARKING \ \ j 247CURB 00 & GUTTER < w E; DI DI ./Jv E EXISTING ' 24" WATER LINE XISTING / S 09" 54' 49" E 3" WATER LINE 45.69• EXISTING [p GAS LINE ASPHALT ka O - MICHAE , D.B.1645 PG.118 P.B.12 PG.38 CHEDWORTH-HILLS Block B Lot 14-20 & 72 - 78 9647.08-98-5093 THOMS COMMUNITY CARE FOUNDATION D.B.1987 PG.261, PARCEL 1 SMH INV=2015.10 TOP=2019.35 6'VCP A INLET INV=-3.95 EL=2015. 6"VCP INLET INV=-4.05 EL=2015.30 S23'S2'41"E 214.60' UP ?-•? ova - UP P4 Z E E ? // ? nG ?i yI ? --/ ry0 pQWI?Fe ryo LA --11.55 I I ' 1 1 Tic. ? ,yon ? I ? I ? X APPROXIMATE LOCATION OF I \ BEND IN EXISTING LINE 964 \ BNCH ZWIDE METROM C \ D.I \\ P \\ CHI \ Lot 21-278 TOP 10"S/L V\--DIR 4"PVC 2016.24 Pk?JPOSED MSD MHff 11008 30 tf CONCRETE ENC SMH T=2016.45 10"V PO INLET NV=-5.85 EL=2010.60 AT CREEK CROSSING 8"VP INLET A INV? 7 EL=2009.45 \ 4"P INLET B INV=-3.9 EL=2012.55 \ STA 23+19.57 LINE H PROPOSED \\ REPLACE EXISTING MANHOLE WITH \\ 4'0 PRECAST MANHOLE W/ WATERTIGHT LID \\ 9647.08-88-5152 \ L D SMITH Q. M DAVID III \ p 1 ??G n 1 1 ? 1 `,Yt. 1 ' ?-• - _ v '. 24v CAM - V `'t r M- EXISTING $ . 18 -,SYCd' , 1 s MB \ 1 24" WATER LINE g ??y- ?v-??- _ "? _ ?tGr` i i y 1? 24-MnPLE 6 p-?- r '"'-?" "u ? 1 v, MB 1 ? TIM: TOP OF CHAIN LINK FENCE =r, M 1 -1 ,o-MAPLE POST ?V EL=2041.46 W/M 11? + 0 1P'MAPLE ?,j 1 Al ; 1 e / 0 1 / 4J2>i2'FlR N 11 L j 1 4 9647.12-97-0 n 1 T o I 1 1 1 HELOISE HARDY JO? 1? ?+ o 9647.12-87-9379 j 9647.12-87-392 D.B.1983 PG.'s A 1?' 1 SHIRLEY M, DAVIS 1 FLORENCE D. 1 HAM P.B.30 PG.11 1 1 & DORIS L GAINEY .1009 PG.ib2 CHEDWORIH HI 9647.12-87-9447 ? D.B.2039 PG.552 D.6 1 .8.100 P GA ED B R HI i ; JOSEPH W.. BYRD 1 ' P.B.30 PG-113 1 CHEDWORTH HIIJVS Block B 1 9647.08-87-9534 & BARBARA CHEDWORTH HILLS 1 DAVID W, TELFORD 1 D.B.1219 PG.413 1 BLK B REVISED 1 BLK B REVISER Lot 7 1 & PAMELA WIGGINS 1 P.B.30 PG.113 1 Block 8 , BLotk6 1 D.B.2010 PG.501 1 CHEDWORTH HILLS 1 Lot 5 1 1 7-9601 1 P.13.30 PGA 13 1 BLK B REVISED 1 5 1 CHEDWORTH HILLS Block B DIR 4'PVC A 1 _ B T j BILK B REVISED 1 Lot 4 METAL UTILITY BLDG. 1 _ -2W8R.8'VCP 1 - 1G.156 1 Block 8 1 6"PVC TOP=2033-ZG- 038.94 -," - 31113 HILLS 1 3 ; 11 6"V`"_?- ?.? VISED 1 DOG SOT TOP BANK e j 1 No ? ?....-x ? 1 x 1 # 1 ..?- 1 =- ?? - 05 frAO M DIR 6"DIP B _%?i 20 04 2038.46 }r $ C(tfTOP 1? ??= 2p50 L d \ ? ??? .2028.06 1 ---„ is ?• ? _, 9p E.CAB D MSD M - S 15' S5' 57" E 1 TOP BANK s dSD MHO 394,50 32 .74' 1 9647.12-87-8342 1 47PVC 3MH INV=2025.80 TOP=2030.95 6"DIPB i'DIP INLET INV=-5 EL=2025.95 MARTHA M. GODLEY 1 3'VCP INLET INV=-3.6 IN LINE 1 9647.12-87-8401 1 & BEVERLY A NEWSOM 1 9647.12-87- 17TH MAIN INLET EL=2027.35 MARTHA M. GODLEY D.B.1701 PG.594 MARTHA M. G 1 & BRUCE E BRIGGS 1 P.B.30 PG.113 1 & ROGER A E q D.B.1701 PG.588 1 ASHBLUE COMPANY 1 D.B.1701 PG 9647.08-87-7577 1 P.B.30 PG.113 Block B 1 P.B.30 PG. MARLOWE HORACE A 1 ASHBLUE COMPANY Lot C OF PS REV ASHBLUE C06 Block B PRT 19 PRT 20 Block 8 D.B.1701 PG 580 y Lot D OF PS REV S - - Lot B OF P? P.B.30 PG.113 PRT 20 MOST 21 " MOST OF 18 & CHEDWORTH HILLS " BLK B REVISED 11 - PROPOSED Lot 23 ' - - 50 LF CONCRETE ENCASEME L?•? '•- +20.45 LINE H PJWOSED?r. AT CREEK CROSSING E EXISTING -WANHOLE WITH 'CAST MANHOLE WITH :1GHT LID; RECONNECT 4" - " JE DIRECTLY TO NF.?11F-UNE "- " •``?N _ O _ O O O ;?qF '' L MANHULLb Al J I A -LL-t- /J.oov LJt 1 ?..7 ?, 24+27.14 AND 32+50.14 ARE LOCATED WITHIN THE 100-YEAR FLOOD PLAIN AND SHALL HAVE WATERTIGHT LIDS. THE 100-YEAR FLOOD ELEVATION IS UNKNOWN IN THIS AREA PER FLOOD MAPS. 4CEMENT OF EXI BY EXCA AT10N - --kLi CMP i i CREEK _ _E 89% t 12' DIP 00.2 PROP SED 12" DI TO REP AC DIP 1.24% PROP SED EXISTIG LINE (TtMI AT CR EEK CROSS ING L W W OJ 0 OJ u- 0 0 (n !- N t? ? O 13.z aZ ?W d 110 ell% W = J ? z = a Z W W dl= z 0 = Z ?-? , W 0 Z in U J ?- O OpT W 0 J J Q? j Z =iz - =J Z Q (6 cD J Z to T- W O) ,) to Lo .-- w F.."?ND? = j ?- W 0 r- O Q V?ND d I*? - `- N_ - F-NO Z y? aiW e-N O~ .cVO -er 17: F D X cV 1 0 N z NQ W z M Q c Q Z O No U I-- - TWO _ O. ? tr O a. *4 W a. Fa-W ? to M kt a`Q0» 3 F- Z Z Fa- W to z 3 z Wpm - m t- Z HH cn cn .2%0 O= d- }-- . ?- _ 50' r. CREEK v -4 L J 00 ?lP ? 205 0 0 0 1 PROP SED 50 'LF CONCRETE ENCASEM NT AT CR EEK CROSS ING PROP SED 10" DI TO REPL ACE EXISTI G LINE i a ? O J ? a J ? Q W z = r U z M _ J z Q of t O ff' JN -;? W (? I- O N UWFJ jF t? ¢ a. LW It 3 w W (n _ 33+00 _ Q REVISIT _ C.D z Lo rn,n - z Q o? F- C,4 0! ?W 0 04 k •N U F- N U uj F- ? O ? VQ W WD m'-i c Z za 6M A RA 7 _t_ r oV) zz -no a Co nA m8 0 t? ON co .D m D P3 0 2 0 ."C M m ZZ O O D?1 np ? N mr 'Tt Z moa o DD zAm> r rn ?rNZ O N mD-1Z CO m 58 mc D rnr"r ?Dw ZZa Z ID' > Uri 0 -C 0 rCpONO m0ZV LoM> Z' v ° ?o-4o z oaom -5 m cn ?C r t C v Z O :'^ O0 _ rrl 6M x ?rnt r A D ao? C7 m rn X C7 '''' m rn O , D r- ;020 m D O u C7 D v -? O rr O Z z D . ao a oON m F,ZZm v 1T1 _ m ' -O N 1?1 0W ?. a rn. ?O uZc. x D.- O?NnCo ?m ZoD 'rt r mM0 -vv v Xr+mm rna _ Z z ?N tA mD 0 M.1 00Co to rn Z r7i • D r mm rm v o c Om - 00 ?rn 40 F zX ra- 6M ?r oa zz aW AD tYl N GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. 1: - OBTAIN GRADING PERMIT 2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES. LAND QUALITY SECTION. 3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. DIVISION OF LAND RESOURCES. LAND QUALITY SECTION. .4. - PROCEED. WITH GRADING, CLEARING AND GRUBBING. 5. - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADE ARE ESTABLISHED. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. LIME FERTILIZER (10-10-10) KY-31 FESCUE STRAW MULCH 4.000 LBS 1.000 LBS 100 LBS 60-80 BALES FOR SUMMER SEEDING ADD TO THE ABOVE: GERMAN MILLET 10 LBS SUDAN GRASS 15 LBS FOR WINTER SEEDING ADD TO THE ABOVE RYE GRAIN 15 LBS FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE: SERICEA LESPEDEZA 40 LBS IF HYDROSEEDING IS USED. WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW MULCH AT THE RATE OF 1.000 LBS PER ACRE. ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.. UNTIL A PERMANENT VEGETATIVE GROUND COVER IS ESTABLISHED OVER ALL DISTURBED AREAS. 6._- MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. 8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES. LAND QUALITY SECTION. -EL ANGLE :. MIN. 18" - --- - - - Z O . N N -? D m> r om ar-mm Zn D vVI ?C -i 3: L'O O Or rZ -C;o r rODm - _ W m ' m ; mo m om >0 fill/ / I ° z m n? = m 2a>tn. vn?-4z M0 W v D ? -vm m LA ??^^ a?N -wo - Z >0 ? X D V? ? v -? z D Z ? F n N -n z - ? m V 0 ? 0 c to No r ! r n ; _ . rn p 00 = rr- ;u > 0 Z v > c N x omNi-n ,,;ocna D T? zx 9 ? ?'? to DO O AM 0 0 aom s c. W . 2 v > mmm FA V// G70 v 2OWK -? .. --I Z O V) D --I M;o0v m mm=m ;00 0 Z ?N 8 L =OLn ?A _ ??M --I rn -0 M U) ;o Am co M >-nx xzr ?o< g D D ao mZm ? 3 M m? 1_ a N 0;0 z M 01 ' ?'m A ° o Z m ` ? a Z:m z X11 X11 D °r 2 oM "- 0 D Nnm 0 >? 0O Wr n ?j C) n? r 1 N 1 om W A D --4 C: rn NA Z. N m > m OR rC D D 0 > r o N N?0 X n ^ . DO I ?. O N N 0 X Z mD J Np 10 OZ r mom. _ r o;o zx m? r . n m N r ? a' i N t 2? O2 mo D? ?W F? SAND BAG BERM @McGill A S S O C I A T E S May 30, 2001 Mr. David Baker United States Army Corps of Engineers 151 Patton Avenue, Room 143 Asheville, North Carolina, 28801 Dear Mr. Baker: 401 tSSIlED RE: F London Road Pilot Basin Phase 2-13 MSD of Buncombe County, North Carolina 010856 Please find enclosed one (1) original and one (1) copy of a Pre-Construction Notification Application for five (5) sewer line creek crossings that will be necessary to construct the above referenced project. Also enclosed are fifteen (15) 8 1/2" x 11" sheets showing the project location, plan and profile of the proposed creek crossings, and miscellaneous details. By copy of this letter with enclosures, I am forwarding seven (7) copies to the Division of Water Quality and also informing Mr. Mark Davis of the North Carolina Wildlife Resources Commission of the application for this project. David, if you should have any questions or need any additional information regarding the enclosed applications, please do not hesitate to give me a call. Sincerely, Enclosures McGILL ASSOCIATES, P.A. *V ? MICHAEL S. APKE, E.I.T. cc: John Dorney (w/enclosures) Mark Davis (w/enclosures) PaYMEN? Ed Bradford, P.E. RE?E?VEp Blake Bridwell, E.I.T. Projects/ 1998 /98737/012/letters/830may 1. doc 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 828-252-0575 • FAX 828-252-2518