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Home My WebLink About19930640 Ver 1_COMPLETE FILE_19930729DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS PO. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 SEP 2 11993 September 15, 1993 ?n r?er?T rscren iu Regulatory Branch Action ID No. 199303526 and Nationwide Permit No. 12 (Utility Line Backfill and Bedding) Stowe-Pharr Mills, Incorporated c/o W. K. Dickson & Company 1924 Cleveland Avenue Charlotte, North Carolina 28203 Gentlemen: Reference your application of July 23, 1993, for Department of the Army (DA) authorization to construct a sanitary sewer line across an unnamed, headwaters tributary to the South Fork Catawba River north of the existing mill site at McAderiville, Gaston County, North Carolina. According to information provided, the proposed work would impact approximately .27 acre of waters and wetlands. For the purposes of the U.S. Army Corps of Engineers' Regulatory Program, Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the Federal Register on November 22, 1991, lists nationwide permits (NWP). Authorization, pursuant to Section 404 of the Clean Water Act, was provided for the discharge of material for backfill or bedding for utility lines, including outfall and intake structures,. provided there is no change in pre-construction contours. Your work is authorized by this NWP provided it is accomplished in strict accordance with the enclosed conditions and provided you receive a section 401 water quality certification.from the North Carolina Division of Environmental Management (NCDEM). You should contact Mr. John Dorney, telephone (919) 733-1786, regarding water quality certification. This NWP does not relieve you of the responsibility to obtain other required State or local approval. Disturbed wetlands should not be seeded with upland grasses but rather should be mulched and left to revegetate naturally. This verification will be valid for 2 years from the date of this letter unless the nationwide authorization is modified, reissued or revoked. Also, this verification will remain valid for the 2 years if, during that period, the NWP authorization is reissued without modification or the activity complies with any subsequent modification of the NWP authorization. If during the 2 years, the NWP authorization expires or is suspended or revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the NWP, activities which have commenced (i.e., are under -2- construction) or are under contract to commence in reliance upon the NWP will remain authorized provided the activity is completed within 12 months of the date of the NWP's expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization. Questions or comments may be addressed to Mr. Steven Lund, Asheville Field Office, Regulatory Branch, telephone (704) 271-4857. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure Copy Furnished (without enclosure): ,Z3;-,John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 29535 Raleigh, North Carolina 27626-0535 Stowe-Pharr Mills, Inc. c/o James H. Howard, Jr. McAdenville, N.C. 28101 Dear Mr. Howard: State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Prestor) Howard, Jr., P.E., Director Subject: Proposed fill Sewer line and Gaston County DEM Project # August 4, 1993 W 7t:1 *A [D Fv_=HNFi in Wetlands or Waters pump station 93640 Upon review of your request for 401 Water Quality Certification to place fill material in 0.27 acres of wetlands or waters which are tributary to South Fork Catawba River for construction of a sewer force main and pump station located at McAdenville in Gaston County as described in your submittal dated 23 July 1993, we have determined than the proposed fill can be covered. by General Water Quality Certification No. 2664 issued January 21, 1992. A copy of the General Certification is attached. This Certification may be used in qualifying for coverage under Corps of Engineers' Nationwide Permit No. 12. If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this Certification. This request must be in the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such demands are made, this Certification shall be final and binding. . If you have any questions, please contact John Dorney at 919-733-1786. Sincerely, Pre?Q"on Howa , Jr. P.E. 93640.1tr Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Asheville Field Office Mooresville DEM Regional Office Mr. John Dorney Central Files C. Alexander Berkeley; W.K. Dickson P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper Af%? Is,.-,UED WK W' 7)1 DICKSON _ 2 ? 1993 ^ ? . July 23, 1993 WETLANDS GROUP WATER QUALITY SECTION Mr. John Dorney Water Quality Planning Engineers Planners Division of Environmental Management Surveyors N. C. Department of Environment, Health and Natural Resources P. O. Box 29535 Raleigh, North Carolina 27626-0535 Re: Nationwide Permit No. 12 Submittal Sanitary Sewer Improvements Stowe-Pharr Mills, Inc. McAdenville, North Carolina WKD #92084.13 Dear Mr. Dorney: On behalf of Stowe-Pharr Mills, Inc., we are submitting the plans for the proposed sanitary sewer system improvements indicating the location of wetlands and seven copies of the application in accordance with the requirements of the Nationwide Permit No. 12. Application is also being made to the Corps of Engineers at this time. If you have any questions, please contact us. Sincerely, W. K. DICKSON & CO., INC. , "*A4'-1 C. Alexander Berkeley CAB/dgm Enclosures cc: Bill Cozart 1924 Cleveland Avenue other offices: Charlotte, North Carolina 28203 Asheville, NC 704 334-5348 Columbia, SC FAX 704 334.0078 Sylva, NC April 9, 1992 Wilmington District Corps Corps of Engineers Department of the Army P. O. Box 1890 Wilmington, North Carolina 28402-1890 Attn: CESAW-CO-E Gentlemen: On behalf of Stowe-Pharr Mills, Inc., McAdenville, North Carolina, we are submitting the plans for the proposed sanitary sewer system improvements indicating the locations of wetlands and one copy of the application in accordance with the requirements of the Nationwide Permit No. 12. Application is also being made to the Division of Environmental Management at this time. If you have any questions, please contact us. Sincerely, W. K. DICKSON & CO., INC. C. Alexander Berkeley CAB/dgm Enclosures . ? r joLIA 441 ISSUED DEM ID: ACTION ID: NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #): 12 JOINT APPLICATION FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. BOX 1890 WILMINGTON, NC 28402-1890 ATTN: CESAW-CO-E Telephone (919) 251-4511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONM EALTH, AND NATURAL RESOURCE D P.O. BOX 29535 i5 JJ n, RALEIGH, NC 27626-0535U? ATTN: MR. JOHN DORNEY Telephone (919) 733 ;. .r ... ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT 'P6"THEE-CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. OWNERS NAME: Stowe-Pharr Mills, Inc. 2. OWNERS ADDRESS: c/o James H. Howard, Jr. McAdenville, North Carolina 28101 3. OWNERS PHONE NUMBER (HOME): (WORK) : 704/824-3551 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: C. Alexander Berkeley W. K. Dickson & Company, Inc. 1924 Cleveland Avenue Charlotte North Carolina 28203 704/334-5348 5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Gaston NEAREST TOWN OR CITY: McAdenville SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): 6. NAME OF CLOSEST STREAM/RIVER: South Fork Catawba River 7. RIVER BASIN: Catawba 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES [ ] NO [xj 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ j NO [X$ IF YES, EXPLAIN. O 27AC THE U.S., INCLUDING 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF WETLANDS, LOCATED ON PROJECT SITE: 3/30/92 ?y -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: N/A DRAINED: N/A FLOODED: N/A EXCAVATED: 0.27 TOTAL IMPACTED: 0.27 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Installation of 4.750 L.F. Gravity Sewer, 6,100 L.F. of sewajze force main and installation of 350 Rpm pumping station 13. PURPOSE OF PROPOSED WORK: To provide wastewater transportation facilities to the Stow-Pharr Mills WWrP in lieu of the Town of Lowell WWTP. 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. Gravity sewer and force main generally follow existing Town minimized by filling to existing contours and seeding. 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 [ ] NO JCX] 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 [ ] NO :{X] 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. B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D.. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Industry 'F./APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? A 24, 4?? IS SIGNATURE DATE or?Pic?'? EF Amueoe, STOWE PHARR MILLS SANITARY SEWER IMPROVEMENTS McADENVILLE, NORTH CAROLINA MARCH 1992 LIST OF DRAWINGS L COVER SHEET 2 PLAN AND PROFILE LINE A 3. PLAN AND PROFILE LINE A 4 PLAN AND PROFILE LINE A O PLAN AND PROFILE LINE a a PLAN AND PROFILE FORCE MAIN 7 PLAN AND PROFILE FORCE MAIN IL PLAN AND PROFILE FORCE MAIN 9 PLAN AND PROFILE FORCE MAIN 10. PLAN AND PROFILE PUMP STATION ACCESS ROAD IL CROSS SECTIONS PUMP STATION ACCESS ROAD 12 SANITARY SEWER LINE DETAILS 13, MISCELLANEOUS DETAILS 14. MISCELLANEOUS DETAILS, EROSION CONTROL DETAILS IS ABOVE GROUND (SUCTION LIFT) PUMP STATION SITE PLAN B DETAILS 16 ELECTRICAL DETAILS GENERAL NOTES N. PEwTANFNrt E.VEMENTa xNATA M STARED BY M • REdfRnED IANo lUNVEVOn E1IOM RECCroED PUT W GAfipN COUNTV nEOgTEn Of OEEOS 1 COMRACttw SIEML CRONa WRE POWER ATET AND PLANTATION PIPE LWE9 W ACCORWHCE IN EACH UIIMTAC SNECIFIOATK)M! AND OUIREMEM fXXNiNIKIOTN SMALL CONTACT IRRTEa aTMd1 t0 oKA?INO W AREA 1 CCNTMGTOR SMALL RFJAM ANY AW ATA UTRlDEi IMMEDNTELY W THE EVENt Fx13nW SERVIOE gROFARIIIED 4. f%1Kf1UCTMa10 COYLY WTMKLSIA(E ELOCK EnOfIONCONTNOI REOUATWM. !. NEUiION dF WATENT MAIM TO SEWS' Ra (EW NOT YNRUOEDI N) -n- lE-DON DE SEWER]ANpwATER NAW1 wATEn YARN sTNAU Tq LAW Ar Luir .D FEET uTEPAUr EADM El0lNAL oa NrDPONED fEYYERf TNNREL LDFx CVNNDNTIONf TINT eARxEM PnEVEHr ANOSOm uTERK SEMMTION-w Mir usE: DI T11E WATER MAW q UD x A lE1AMTE TnFNCN. W1M (TIE fI1VATION Cf THE lOIIOY QFTNE WATEn NNAIN Ai LEAST 11 FNCINfi ABgE TT'E LOP OF THE aEVxn; q T71 THE WAtEn MAWq WDNM]AME TRFHCINMMaflSEn WUH TTN[ WATER MAW LOCATED AT ONE SIDE ON A BfWTPN 0 eonoMTI'v TNE?'n MAx?iufr q.NCnEi AiDK nq Tpa0 SflYE0. 1a1 CRDlfvq A WA W DVFW A !EWER WNENEMER rt q NECElS. AMAIN FOR A M- LA NURN TO v ERA NEWER THE wAT E WATER LAp ATKH AN Q AN EIFVATIOM THAT THE BOTTOM aF THE MAW 4 q AT L COT. WCHE! AlWE O'E r OF 'K THE 0. UNLESS LOCK CONONIIONf M lARNEpN vEM uNq vER"C" RTlf1i SEPAMIXfx-wwMtNN FUSE BOAR WATER WIN ANKI p SEWER SHALL BE NNaIwA;TED W FFWIOW 9TANDANDS Fd A OSTANCE Of to ,,T ON EACH SIDE OF NNE Fd.I OF C_KL RT T.RDSNWD A WATER YAW IRNDFA A SEWER, WHENEVER R q NECESSAM Fpl A WATER NNAx i0 CADSS MNDEn A SEWER BOTH 11'8 WATER MAW ATW THE SEW Fn SHNA iE CONNNMRTEO a EFFUIOUS WTEaA • AW NTTH JdNT EOUNALEMTO WAtEP MAN aiANDARDa spp A gSTANCE V '0 FEET ON EACH SOE Df TM! CRp5fvN0 AM CTION OF wATEn AwM awE MW1 BE CENTERED AT THE ap•IT aF CPOSSYW B LLL EXaTWO UTRITIEi ]MOAN ARE AIRHIOMMATE LOCATIONS CONTRACTOn a tovEM1EV fXAR EOGTK)H AW OEnna. uDCDMONE NuueEn TNEAg7+pEB. ' > -EtWO AND BMCMO CA APPIIWEU TRENCH BOZ SHAD BE USED TO FREVEHT WARY TO KRNOM AND ESISTPW UTEUiEf DUE 10-OF TRFN,' . wµyf 11,10il.S Em", LEGEND EXISTING --?._.._. DESCRIPTION PROPERTY IRON PROPOSED -"' - ---- PROPERTY LINE - - - - RIGHT-OF-WAY LINE q RIGNT-OF-WAY uONU.ENT --O'-_ PERMANENT UTILITY EASEMENT -PE- TEMPORARY CONSTRUCTION EASEMENT -CE- - ` WATER LINE - WATER VALVE WATER SERVICE LATERAL W/METER ---?} FIRE HYDRANT W/VALVE k TEE ' - ST - SANITARY SEWER LINE -SS- '-.- - - SANITARY SEWER MANHOLE 9 FORCE MAN -FU- OVERHEAD UTILITY LINE # UTIUTY POLE/UGHT POLE "-' • UTILITY POLE W/GUY WIRE N TELEPHONE PEDESTAL "-' - UNOERGROUND UTIUTY UNE ® STORM SEWER JUNCROIN BOX CATCH BASIN/AREA INLET " - _ _ _ ' STORM SEWER UNE ???? TREE/ SHRUB '?• TREE LINE R SIGN MAILBOX FENCE -x- - PAVED ROAD/DRNEWAY - UNPAVED ROAD/DRNEWAY ' - DRAINAGE SWKE/DfTCH TEMPORARY SILT FENCE SILT CHECK DAM lD RIP RAP 114* K 1974 CLEVELAND AVENUE CIMRLOTTE. N.C. 78703 (704) 334-5148 0 SMOTVD,- eyors OICKSON AA?ft CWWRD'a: SSCC Sy". NC PROJECT NO. 97064.10 SEE SirE RAN SHEET IS i Nr -I PLAN LOWELL WWTP -WOCD3- PROP. ? W Rr. NLI E GATE , "L-10' WIDE ACCESS ROAD W/6" CABC STONE 8 SEE TYPICAL SECTION, 94ET 13 + TREE UNE 7 30•RWD EA3EAIEM a l _ Z N WLF POAQ A/W PBOP 2A"C.N P. ___-__ J Z [ y - . U a y TOWI rn. b arr t ` 1 EIR AN E ICE! 14 1 I a ; ? - 1- LJ ? Y 1 3iE31n PUw i I t f I gllmMeaRApe t ? ! ? '- _ -- -- f _ • , ' 1 I i ?- ' • i I I i ,l i., ? T OfM . ? I i T I LL N.W a.00 I I s . 1LO =-?.. II _ kA -T r JAI 1. { , I I - J= ? 1 ? . - ? : ' ' - _ ? - E uv - ? L - ' 1 ? --"-- - uZ - '- - ?--- --- 8 - 300 - -. C I I " _ 9 - - - ?nI I-e q ? -- -Aa - - i ' ?•? -- ` -- - - -? - - -' I ? PNI LTA. L 3L ; 6. •-; ; I i ?. ._. .- "- ?-•- ---- -- - - _.? .._. Qp - t -- E' _ ' - - -- - - - ' " '-- -- --- - -- -? - ? _. 1 : Ltiv.. ee3y TO ? Cs? 1 I I r ?L ( f ? ? i ? a e 1 ? r .. . •L ? ' - ? ' I pTN PLAN AND PROFILE 1j __ _ •t I l i ± _ _- __ .PROPOSE K Wi --1 - a 1 PUMP STATION ACCESS ROAD I POINT NIN . 12 ` ' 1 • ' -`" , P SANITARY SEWER IMPR*VENENTS 1 , ?? __} ' I ___ { - _ i __? I .. _ _ _ _' ___ a' ,MA w[ STOYYE roPNAxRR PILLS •' I ! f raar 1 ouo u cMP' PR OFI E A CC SS R Ct4 ! + o McADENVLLE NORTH CAROLINA . NI, VLIfr LIfTLN TION I - NOLQ 1". 00? ___ - ?TYL AL fMwH E[vC.INEER9 i I I f , , I { _ OI KSC3N 1 I43 V I 1 I 1 1 f I [ali?ou c°JA? aiw?lo &Co... 16. snr[wt Ar rota311LF / j '?? PROP. a"3OICe wlm- LA L! [ - PROP a'SANRARY SEWER ..• roooe- E- q' WIDE ACQSS ROAD W 6" CABC ST014E SEE TYPICAL SECTION,SNEET 13 E 33• W S3"w SILT CNECL DAN SEE OETA IL 14 -33.1033 [ W-[ PO31G A/Y NOTE CONTRACTOR TO LOCATE EXISTING WATER SERVICE LINES, SEWER LATERALS, O IRRIIOLATION LINES PRIOR TO DIGGING IN ARE 1 MOLE ^01J /.t7 41 +00 4E +00 43100 11 +00 43+00 48 +00 11 +00 43 +00 49+ 00 90+ 00 1+ 00 52+ 00 53. GO 54- 00 554 00 ' I ; ? i g . I I . T - I ? : 1 t i 1 t t I t t - I . r € i I l I NIT rt I 1 1 I 1 i € i € ENSO I NO AM1Al t r11VENENT? +i I ? I .1 ? ? I I € _ t CLASS I ` r RAP ta I W I ! f I I 1 - - _ • _ _ - .1. 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UP Mrl i IB \ \ i-W So.E. T5 1 \ ` L u:T vNnMK II .•1?`\ \\ J SEwER? I !I I \ \ II 1 * THE urE-\ \? \ \?l 111 I„ Y STA \\ \'k, \sA \y STA 247300 \ L PROP MN •02A m? FOR PUMP STATION\ 1 ACCESS ROAD SEE \ SKEET IO FOR SEE STA B+TT 30 _ PROP MH. W`6A .1..%.?.?}}S3 \ N • ! ?\ /// \ )] 36 [ `PR PIERS, OP CONC TYP. W IB)IO \ \ WSi ,]' PExMwF xl \ EA..(.T , TIP \ \ \ STA 6+94 30 PROP MH..SA LLT TE MC[? TYPICAL \ ?+1 \ 4?• \O \ 5' PERMANENT s \EASEMENT, TYR J ?w0004'1 .t? \? \ \\ \ STA. 11+B;a +3006 \\\\\? PflOP MNI MH-A \ ';? 1rAe Int \\4\ - N C ss \'\\? STA 13+20 96 q 'g \ PROP. MH.4r BA \ \ PLAN ? e \?\ i.; \bsi. \ \ b NOTES' 1. MINIMUM 3'OF COVER 0R 0..I P TYPICAL ALL LINES FM. 0 GRAVITY. 2. SEE CREEK CROSSING RIP RAP PROTECTION DETAIL SKEET N. l -- CON9TRIICDON EASEMENT SIDE FORCE MAIN•S'EACN GMVRY SEWER PE 'EACH S EACH S j , IS PERMANENT ' EASEMENT PIE PE --- CE --- EASEMENT WIDTH DETAIL NOT TO SCALE 1 i I I ?: : -- I - w I (` M - g`aJI d a ANS S m _ • L a i - I AP RIP YPICAL - L - i I ? I-I a I _ / ? - - C 1 % A ? 640 - 0]9 j I I i I I I / 1 I RK I? M04 I ? ALP 1 ?. 1 QlPlI1 !' DI P 1G K1 ? I I -: ._- 1 I 1--- 1 05.3 . 9 56 1 0.3 )L 1 5.92 1_8.9 .4.® 10.43 2 } - - 6 96 99. -0 - [01- ' O 1 i . 1 -- ' e 0.0 ' --- 34 .1.. W. IN . 1 IVou .62 m ? - '029 I 110.10' 0• 0 02 X: µ 2 4 -- 6JP N 6 R14a 463 .2 1 . r ? / 0 I ' WNPE625. ? ?? __.. ?- __ _q*- ' 1 I 1 .. o z + .. Q .. .... ..... ..._ I 1 -. __.. I . .. ..-1 I _- WV. _?._•INV 1 •62 T.6 ,:.00 100 - I-? . W I V. W YV. OU 622. TTT •62 WVI OIR- 624. j FF CONIC EE OETA tt AN[ pp ;-1 7 3 i + 1 W- J -. 12Y a i o^ ., ; 0 4 I t s . 1 . l A I I .• stn IM. IN M N.7 PRO ClrS6 I 10 le•.' H' RAP 1 _ __I - I NOT 1 I W }._RO ERE 3 F-30 [ TEEL £-ORE SO PI 93ER OVA J01N COU L STE PLIY6 ` EL :_ - I I I , - k ' 615 1. • 1 ' n d f t a ' I f O' .. , /' 1 __ ?- _.. - -. ..-- - I --.. '" -' -- f - - --?N ERC 1 tTCC PIPC JOWj Y cal k - I -- - - -- 1j - - - 1 p A. • TOP OF FOOTENI REWE1 CONC 6E ORR4 ? COU PLING; STYL E ( -_ -? - ' i PE , NOtE MCCE59 R MATCH R 0E W KOOT»A?I° OEDTO DAD GRADE' u° I I ? t ?. FL F CfCFEEK NE . EE 1 s. 00 PLAN AND PROFILE l - - - - - -- { - - - j -- - - - - - -- - - - - - - LINE A p 50111* - I - -- j -- PROFILE LINE 'Ar E • ' .. ' 1 0.92 ( ? I I I IpfR I t ]q ( j T ! I -- ' II 1 00 .n. 1WRARY SEWER 11IIgVEMEHh ? 60% 173 0 - IN V IN •096 6 0 I V T. f ° a 5T0 WE PHAR I I ..., PRO MV 0OT•SB6140 POSED I I ; I 1 I Rro H{ R MILLS :... _ I 48• CMR - I- I _ - r ' I I a rti;';, ,. McADENVYl[ NORTH CAROLINA; lmo 1 EXT ENSION I TN6 EIVCa[•EEPS Aer?[IgWN W. K. FA E WuW596eD t f j W. 101 1111 DI K30N S S 2 z I ' IKVOUT•S%.60 I ?00 1+0 I I ' i I I I I I I I - _- -- AE] --- ISi0t3- -- CA6 920?[1?10 `? 's 1 61CO.•. 0 2+ 00 3+00 4+ 00 3+ 00 6+ W 7+ 00 8+ 00 9+ 00 Atli SUED T i*.a DEM ID: V ACTION ID: _ NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT 12 JOINT APPLICATION FORM FOR NATIONWIDE PERMITS THAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS NATIONWIDE PERMITS THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENC NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING rEALT CORPS OF ENGINEERS DIVISION OF ENVIRONMENTAL DEPARTMENT OF THE ARMY NC DEPARTMENT OF ENVIRONME P.O. BOX 1890 AND NATURAL RESOURCES WILMINGTON, NC 28402-1890 P.O. BOX 29535 ATTN: CESAW-CO-E RALEIGH, NC 27626-0535 i xEn Telephone (919) 251-4511 ATTN: MR. JOHN DORNEY W ?;l?.z Telephone (919) 733-See--t 17,56 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. 3 tlr, 1. OWNERS NAME: Stowe-Pharr Mills, Inc. 2. OWNERS ADDRESS: c/o James H. Howard, Jr. McAdenville, North Carolina 28101 3. OWNERS PHONE NUMBER (HOME): (WORK): 704/824-3551 4. IF APPLICABLE: AGENT'S N PHONE NUMBER: C. Alexander 5. OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, 6. NAME OF CLOSEST STREAM/RIVER: South Fork Catawba River 7. RIVER BASIN: Catawba 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES [ ] NO [X)l 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES [ ] NO [X3 IF YES, EXPLAIN. O 27AC THE U.S., INCLUDING 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF WETLANDS, LOCATED ON PROJECT SITE: 3/30/92 LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Gaston NEAREST TOWN OR CITY: McAdenville SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Y ?y -2- 11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY THE PROPOSED PROJECT: FILLED: N/A DRAINED: NIA FLOODED: NIA EXCAVATED: 0.27 TOTAL IMPACTED: 0.27 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Installation of 4,750 L.F. Gravity Sewer, 6,100 L.F. of sewage force main and installation of 350 mm pumping station 13. PURPOSE OF PROPOSED WORK: To provide wastewater transportation facilities to .the Stow-Pharr Mills WWTP in lieu of the Town of Lowell WWIP. 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. Gravity sewer and force main generally follow existing Town of Lowell sewer line across existing, wetlands. Wetland impacts to be minimized by filling to existing contours and seeding. 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 [ ) NO pCX) 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 ( ) NO : CX) 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. B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PROJECT. C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH COPY. E WHAT IS LAND USE OF SURROUNDING PROPERTY? Industry . F. ?iPPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? / 1? ! - / 'S SIGNATURE DATE s'ro?-,oir?e MaLs?? STOWE PHARR MILLS SANITARY SEWER IMPROVEMENTS McADENVILLE, NORTH CAROLINA MARCH 1992 LIST OF DRAWINGS 1. COVER SHEET 2 PLAN AND PROFILE LINE A 3. PLAN AND PROFILE LINE A 4 PLAN AND PROFILE LINE A S PLAN AND PROFILE LINE 9 6 PLAN AND PROFILE FORCE MAIN 7 PLAN AND PROFILE FORCE MAIN a PLAN AND PROFILE FORCE MAIN S PLAN AND PROFILE FORCE MAIN 10. PLAN AND PROFILE PUMP STATION ACCESS ROAD I L CROSS SECTIONS PUMP STATION ACCESS ROAD 12, SANITARY SEWER LINE DETAILS 13, MISCELLANEOUS DETAILS 14. MISCELLANEOUS DETAILS, EROSION CONTROL DETAILS IS ABOVE GROUND (SANCTION LIFT) PUMP STATION SITE PLAN 8 DETAILS 16 ELECTRICAL DETAILS GENERAL NOTES t. PERMANENT FA3EMEN1! SMALL BE .RTAxED BY N C. REORTFRFO IAMp lUINFVOq fROI RECORDED RAT W -A COUNTY RED4rut OF DEE09 1 C-TRACTOR I- ma DUFF POA'E0. AT&T AND PIANTATI PVE uNE9 w ACCORDANCE WIM EApI UTRRYS SPECVKAigN3 AID R, REwAHA CONTAATm SIWLL fANTAGT 1-,,1,3 ryyG,I TO DIGD- 1 COTfTMCIOR &IIALL REPM ANr ARp µy triUTRFF WIAIEDIAm1 N M EVENT E%6TM SERVRC[ p wiEpy/iFO. A cONTM ma TOCOILy Wq STATE&LO ERD3gNCONTROL REOL F`-I 3 REUTAXR DF WATER MAN! TO SEWEK PIKE VAN! NOT NCWDEq (Al ITERALSEPARATCN OI SEWFK ARO WAITER AIANl. WATER MAN PROFOSfD 3EWEM, 1MF53 lO'ALhEONOigW BAMRK MEA4MAR jA TERAL SFPAMIgII-NLgIKH CASE: 111 M WATFIL ALAN LAa UND N A 3EPAMTF TRENCH. WIM M ELEVATION OF M BOROM OF THE WATEI MAW AT IEKT IE xA'.llE!ABOV[M TOP aFMSEM aR (R MWATER TARN gIAROWMlAAE TRNgIKMSEWER MM M WAi[R MAN LOCATED AT ONE FCF ON A SflIC11 O _W M MNE0. BO IT DARE M4IFR MS A} IiEVTMN?O?E]??M FEET AWREIlV4q R p RI CRO33Rq A WATER MAN OVER ACROSS O KlVEN A sEWF0. M NECESSARY FOR A WATER MAN TO wAFFR MAw &IINL BE UAIO Ar SUM AN ELEVATION TNT M BOTTOY Of M WATEIL AwM tl AT lFA9i R& WCNE! AgvE M TOI OF M SFWE0. VALES! LOLL CMOTIONS OA BANYE0.3 PgEVFM.N t& BIM VFRiiv4 SEPA0.AipN-N WIPGIGARE BOAR AIFR MAW Ap SEWER SHHL BE CONSTMtClEO OF FERROUS MATERAS AMp JONIt nNi APE EOUNALEM t0 WATER YAW 9iANDARO3 FO1 A OSTANCE OF t0 fEFi ON FACN SOF O M NVIf OF CROlSYq Rl, CPOSSWG A WAITER YAW LNOFN A 3Fy.£R. WHENfVFR, IT D NECESSARY FCq A WATER CROS MAN TO S -R • 8EVh0. BOAR M wATER MANN AND M SEY/ER M FOG BE L OF iiRROU9 A41FgMLf AND wrtN JOW T UNAIEM TO TO WATER MAN 91ANOARO3 FOR A OSTANCE OF RO FEET OI EACH 90F OF MF CEMFRED At fTn i yp AIER AwN PVf SWL Bf a AlL E Inw LTT`U`Ms SHOwN ARE APPROxNUTE LOCATIONS. CONTRACTOROTOVERVYEXACTLOGTgNANDOfPT S ULOWPHONE NUMBER t 4tlm}KI&. F YIEETVA AxD BRALINO d1 APPIgVED 1PENCH BO% SIM4 BE USED TO PREVENT ALL TO Kg5pN9 ANO EXISTRRO UTxt1IF3 DUE lOUVUq OF TPFNfrIwxllS wD'ZZ LEGEND EXISTING DESCRIPTION PROPOSED -' - PROPERTY IRON -" -'--- PROPERTY LINE - --- RIGHT-OF-WAY LINE 4 RIGHT-OF-WAT MONUMENT PERMANENT UTILITY EASEMENT -p(- TEMPORARY CONSTRUCTION EASEMENT -CE- ' - WATER UNE ... WATER VALVE "- WATER SERVICE LATERAL W/MErER -- l FIRE HYDRANT W/VKVE k TEE 49 - SANITARY SEWER LINE -SS- .. _ •_ SANITARY SEWER MANHOLE FORCE MAN -FM- OVERHEAD UTILITY UNE u UTILITY POLE/UGHT POLE ".' UTILITY POLE W/GUY WIRE ° TELEPHONE PEDESTAL UNDERGROUND I1TIlf1Y UNE ® STORM SEWERw JUNCTION BOX CATCH BASIN/AREA INLET _ _ ' STORY SEVER UNE w?_r TREE/SHRUB I R ' TREE UNE ° SIGN MAILBOX FENCE --Lf- -- PAVED ROAD/DRIVEWAY UNPAVED ROAD/DRIVEWAY "' - DRAINAGE SWALE/DITCH TEMPORARY SILT FENCE - SILT CHECX DAM ]D RIP RAP dYA t%?» 1974 CUEAJMDD AVENUE '4?d1 F0k' K cwm aINu Y Y 42 203 Engineers OICK80N mh loP. NC Surveys rs co-wo. SIC D l Ptllo Y Sy". NC ... PROJECT NO. 97004.10 /R y ?:. SILT YGlfl A! TOE W flDfE ??i?' JI PROP. G* FORCE WIN- ? I / / PROP i• SANRDIRIY SEWER _. NM PLAN •i'OOkE IOWG A/W LOWELL WWTP •,. w000i- PROP. 12'WIDE O4IN LINK q-- 10' ME ACCESS ROAD W/6" CASC STONE 047E SEE DELL SHEET 13 s 1 1 1 SEE TYPICAL SECTION, SIEET IS `H ++ d TREE LINE 7 w'RDAO EA6EMExr _ ?tT RAN E SEE L M t an ._ Ny?_?- IOR _ .. H'OIffE POKU A/W PROP.24•CAP. _____ _ t ? - lu- ToxOl rn. r . ??' AHwL. 1 1 1 ?M SEENR I AM p 7 g + I - I I t t 1 i g I _ A K'f^M E ? t I t _ 1_?? - _ i I E '?_ - _ - ; i ? ' ; Cs o F I I : t r I _ _ I I , I ?? ? T r r ; ; Y .0. ? Pn EL an. N YI TT SO fW . I I s T l ( J I - = _ I .>Q L L L _ - - - - - if - :2? D . _ - -- - _ 1 1 - , • I 10' f ? 6 I ? _ - ? .. . - ? 2; I tuV. . .tOI ? ; ? ? M.A I - - ? MaY'. ff, 10 i ?'s I I t ? j ?i? ; I I i? I I II t I ^FJi }. • ?j _I - r I --? _ i ... 11LK t1llO- ' _I ._ - - --?_ i - Illyyy _ - p%- - __ - 1- - _ _r-? _ - _ _ __ _? ? I - - I _ _ , i I ' i LL I ?_-_ _? _ I ' I - I I •{• • 1 I ?- ? O Ytl ? 1 f ?- I , - ? _ I t--? - ? I T__ p FlEPROOO5.0E0pgq POIrT'WY m- r AAh aaj`111OW . 12?N.'En PO-r I aTxu 1 SI PLAN AND PROFILE PUMP STATION ACCESS ROAD SANITARY SEWER IMPROVIVIN _ l - I ` _•_ •- ! 1 ???/ W' To HARK STOYYE PNARR MILL! M • ? I 1 r PRA Pmro PR OFI E A CCE SS ROAD SADENVLLE MOMN GROUW 1 _? .. N Y[Iff E1ITL NTiON "_ . _ ___ , .. _- _ 1 "• ' ___ r _ TYE Af fNdfN WK E S . 1 I ' I IpR m viR .•I ? 1•- b, 1 w r ? - -_ - -- - ._ " - ° , ..i 10 HV£?'ORB 1 . r I I I , - ? - -- -- .. p+ _ s arnra _ "u T' ? Ame r. tee- Pm-nt- , . CKSON I 6 rwas.+...o.K musrn.,sr cwLOr? sn ? I6 CO { I I ? ? I I I I - .._ .._ I t 1[Y IIIO HH CAE .iW.10 ? ?? •.•. ?• R000H? 10' WIDE ACCESS ROAD W/6'CABO STONE E TYPICAL SECTION,SHEET IJ f33•p'SH'W SILT CHECK DAM SEE DETAIL N MD 10 SS [ p- [ 1 - •-r ,l ? y 1 NOTE CONTRACTOR TO LOCATE EXISTING WATER SERVICE LINES, SEWER LITEAALT, S pMI TON LINES PRIOR TO GIGGING IN I a agLE V6 PLAN ' FITTINGS FLARED ELBOW O 30 we.m NeocE 0 \ J m? l a r ? . 41400 42100 43+00 •. WO 45100 48100 47100 49+00 49100 90100 91+00 52+00 . - - Jt i T F T I ? I . I _ `.- 1 __ ? I ' _• . I t :7 _ t 7 _1 _ ' F I I i } [XQF NO ORAU[ ?j i I -i ? f _ S' R . ._ _ ? ? [XIT ON. AElN IRvc..cm 14 -1 -IL S C = T]GCK e t 7 _. ?_ I ? ( I r I NIL CE 1 CLEARANC E z i I 1 i - _ RN ?7AN _ 9D .q - I t J } I i ? ROItILE' F0 6 t I - + - _ - w L n• v - __ ___ Ruud G. - - - _-. . ( _ - -- -- - - - - _- _? - I ` t I (} i I h - - I I - i i- i 1 - I - !-t i t t - I = x- ( I t ?'c 1='a? PLAN AND PROFILE FORCE MAIN I I SAWTIRY 97:1"IMNIOVEAE1/17 • 1 _I ?__. , , !1 t ? 9Yi0'rLA F9?•. STOWE PMARR LLB LtADENVILLE NORTH CAROLINA ? t "°"R ° W E I 1 I I , ma .K. oi.ECs 9 - .._ - --- wr. DICKSON sLfavE•oF?s I 1 j I r i( . ? ? NLIINICIIL ?.. MM..IG sco... 16 ?. r NOTE CONTRACTOR TO PROVIDE INGRESS S EGRESS TO PARKING AREA AND ROADWAY AT ALL TIMES. E i y \MD DDT •••RCAD \ 1 i11g11 ? ?\\ ,? \t 1? ? 1 PROF ?I..Ell M R PTICAL LISLE 1 1 9' 1 rT rouac WUlxtlrn '1?j -?'` ?? 1 \ ? u fY T -? xa0o6 l ?fo / 1 ` U ,1 ?f.EE ua, ?.1 r? RW W 1 n ^' L ATlT-AMg011. Rnalc J• VARIES LOMION J \ A. D PLAN I • ao' a i cur - 2? ? STOVA: I11AflR WlL3 8 +00 29 400 5 00 31 +00 32 400 33+ 00 3+ i 400 - GO 36 +00 37+ 00 36+ 00 394 00 40 +00 41+ 00 } 1 .__ I ITIACTO I G SHALL j t t 1 .. I I 1 I ' PL1f ? T R MSI ?•' E L COAT T- E o elR 1 A r I I ? oMAR A 7eT ( ? ( AR . I gOG NG f I I y PRIOR Q AflEA 1 1 I i _ I 14 - ?_ r i i - I j ? _ IL 9Vf tt ? I I I i 1 , • FIGEI I OPT CAS E - I t _ _ - -- _ - - - - - - .__.. ? ? ? I 1 I I PR D 0 oR E M 1 i I W I _ ?? I I I ? ? I - ? 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