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Home My WebLink About19951232 Ver 1_COMPLETE FILE_19951207State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Michael Moore County Manger Davidson County Board of Commissioners P. O Box 1067 Lexington, N.C. 27293 Dear Mr. Moore: A14 1:3 EHNR December 7, 1995 Davidson County DEM Project # 951232 FILE COM You have our approval to excavate material in 0.10 acres of wetlands or waters for the purpose of installing sewer lines for the Fairgrove Community Area, as you described in your application dated 22 November 1995. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3022. This certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. 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 this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. 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 Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733-1786. Sincerely, Jr. P. . i Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Winston-Salem DEM Regional Office Mr. John Domey Central Files Eddie MacEldowney; Davis, Martin, Powell & Associates 951232.1tr 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°16 post-consumer paper I .r 9 5 123 (1 ((99_C="''L Jai t?rrD DAVIS - MARTIN - POWELL & ASSOCIATES, INC 100 2 B 1995 ENGINEERING LAND PLANNING • SURVEYING ENVIRONMENTAL SCIENCES 218 GATEWOOD AVENUE • SUITE 102 BRANCH ??p HIGH POINT, NC 27262 PHONE (910) 886-4821 - FAX (910) 886-4458 Z November 22, 1995 Re: Davidson County Fairgrove Community Area Sewer System Improvements Job No. E-2016 (BF) Wilmington District Engineer Corps of Engineers Department of the Army PO Box 1890 Wilmington, NC 28402-1890 Dear Sirs: On behalf of the Davidson County Board of Commissioners we have enclosed a joint application form for proposed wetland impacts associated with the above referenced project. John Thomas previously visited the site of the project and informed us of the following wetland impacts: Area Location 1 STA 0+10 to 0+80 2 STA 3+80 to 4+00 3 STA 4+40 to 4+50 4 STA 34+00 to 34+20 5 STA 41+10 to 41+30 6 STA 46+70 to 47+10 7 STA 56+80 to 56+90 8 STA 63+50 to 63+70 We have enclosed 8 1/2" x 11" partial plan copies for each identified wetland area. We have also enclosed a partial copy of the Fairgrove USGS Topographic Map depicting the project area. Wilmington District Engineer Corps of Engineers Department of the Army November 22, 1995 Page - 2 - We appreciate your assistance on this project and look forward to receiving approval at an early date. If you have any questions or require any additional information please do not hesitate to call. Very Truly Yours, ,001IS-MARTIN7POVELL & ASSOCIATES Eddie MacEldowney EM/cma c: Bob Stark Michael Moore State Historic Preservation Office (enc) U.S. Fish & Wildlife Service (enc) Ron Linville (enc) John Thomas (enc) John Dorney (7 enc) File DEM ID: ACTION ID: Nationwide Permit Regnested (Provide Nationwide Permit #f): JOINT FORM FOR . Nationwide permits that require notification to the Corps of Engineers Nationwide- permits that require-application for Section 401 certif'cation WILMINGTON DISTRIC'T' ENGRaM CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATTN: CESAW-CO-E Telephone (919) 25145 11 PO Box 1067 ONE (1) COPY OF THIS COMPLETED APFUCA71ON SHOULD BE SENT TO THE CORPS OF ENGIlNERS. SEVEN (7)- COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT PLEASE PRINT. 1. Owners Name: Davidson County Board of Commissioners 2. Owners Address: WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF EN MONMENT, HEALTH, AND NATURAL RESOURCES P.O. Box 29535 Raleigh, NC 27626-0535 AM: MR. JOHN DORNEY Telephone (919) 733-5083 3. Owners Phone Number (Home): (Work): (704) 242-2200 4. If Applicable: Agent's name or responsible corporate off cial, address, phone number: Michael Moore, County Manager ' 5. Location of work (MUST ATTACH MAP). County: Davidson Nearest Town or City: Thomasville Specific Location (Include road numbers, landmarks, etc.): tf all sanitary sewer beginning at• Lkke Road (SR. ) to Kendall Mill Road to Fisher. Ferry Street Extension to Old NC Hwy 109 6. Name of Closest StreanuRiver: Ward Creek 7. River Basin. Yadkin - Pee Dee 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [A 9. Have any Section 404 permits been previously requested for use on this property? YES [ ] NO (K) If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: 11. Number of acres of waters of the U.S., including wedands, impacted by the proposed project: Filled: Drained: Flooded: Excavated: 0.10 Act Total Impacted: 0.10 Act bo'd OT :60 966T'bT'TT ndoiui S38 H0I31bd WONA 12. Description of proposed work, (Attach PLANS-81/2" X 11" drawings only): Gravity sewer installed parallel to the existing creek channel as shown on the attached plans_ 13. Purpose of proposed work: Provide public sewer to low to moderate income homes, some have failing on-site sewer systems _ 14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. Sewer must now by gravity following the natural drainage to minimize installation depth., 15. You are required to contactthe 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 orthreatened 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. 15. 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. 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. $. What'is land use of surrounding property? Residential F. If applicable, what is proposed method of sewage disposal? Public )wner's signature Date Davidson County Board of Commissioners Michael Moore, County Manager Gold T T :6a S66 T' b T' T T 1,doiuin93N H9131US W08J EX. MANHOLE 1? v W a ?\ 6 gP?/ Ii \ TOP EL. 741.20 cn n STA. 1+86.52 2 Q?/ -.__\Fp INV. OUT 730.43 m PROP. 12" j?/ /i pFp STA. 1+60 m 22 1/2' BEND „ 9?. \ ?X 12" DRESSER \ N ?" n COUPLING _ QP% qLF Q 1.78' ', EX10'x10' CONC 4 1 z LINE ',PROPERTY ;INTR. STA. 1 ?I / / / ?? , ' . F ' BOX CULVERT Ty G .: N18'43'24^ cFpFA 1 ,£ EXIST. EASEMENT 1 m IS TA. 0+92.10 ?,L W ... INV. CULVER 5.47 36,70. 4L Fy * STA. 0+11.50 1 J 1 11 z 1 1 SILT P FENC? 2 PROP. STEEL F"vp PROP.12 SEWER 12^ DI \ PROPERTY OF SAN. EWER RAYMOND M. GRIMES, JR. RELOCATE EX. CREEK \ D . B . 623, PG. 517 1 a 0 fO </ e /mp ?\\ ^ \ CHANNEL IN THIS AREA MANHOLE NO. 2 TAX MAP 338-135 1 / LINE WITH CLASS B RIP-RAP STA 1 + 52 96 ' 1 / m a . . MIN. DEPTH 22 -COST TO (OUTSIDE DROP MH) RELOCATE THE CREEK SHALL BE 1 \ INCLUDED IN THE LINEAL FOOTAGE \ ^ 3 1 B? \ PROPERTY LINE INTR. PRICE FOR SEWER INSTALLATION. 1 1/ STA. 0+92.10 CHANNEL LINING MATERIALS SHALL BE 1 11.50' '9 PAID UNDER THE UNIT PRICE INCLUDED IN THE BID PROPOSAL - SEE D TAI 1 MANHOLE NO. 1 1 ? E L BELOW 1 STA 0 + 00 00 1 LINE DISTURBED CREEK CHANNEL . . 1 6' DIA. MH TO BE INSTALLEDI N 1 1 WITH CLASS I RIP-RAP WITH FINE GRAVEL AND FILTER OVER EXISTING SANITARY 1 1 y FABRIC LINER, PLACEMENT t SEWER OUTFACE -CONTRACTOR 1 TBM RS -1- EL. 738.95 1 'N. DEPTH 27" 1 TO CONFIRM SIZE AND 1 R/R SPI KE IN B" GUM o PROPERTY OF 1 MATERIAL PRIOR TO ORDERING 1 1 40' RT. 1 STA. 0+00 DAVIDSON COUNTY r9 I 1 1 O . BOARD OF EDUCATION MANHOLE 1 N 1 99G D . B . 328. PG. 125 EX. MANHOLE m 1 Tf. ors s TAX MAP 338-14 ? TOP EL. 741.701 1 ? H < y •? ? INV. IN 729.95 1 1 n ?F a0 9 i 1 ° mss' 1 1 ? . 1 1 1 m 1 PROPERTY OF EIS CI TY OF THOMASVILLE TAX MAP 338-13A P O ti T -- - - - - - - -- 750 - - - All -1 3_ S #- U DP -9, g - - -- 14'. W E4 E-V --- 7A t? ID 740 __ - UB E _ - - - NN - - - - -= t _ - - LE i X A ._.. - - -- . - - -- _ -- 1 - - _- 730 A A A ?_ M A I.UJ 1 Ur 1 M1J "UHN Z)HALL UL 1lVLLUUt CE IS 2 ?} TEMP. Z FOOTAGE PRICE FOR RIP-RAP INSTALL[ NSTRUCTION r, tiQ SILT PROP. 12" STEEL R AT NO / A:? ?s Wkk }3 FENCE SAN. SEWER WOODS N Wes' 4 TEMP. EARTH BERM / .33 .. . SURVEY LINE S46 _ E - STA. 384.22 RIP-RAP OPS 12 306_8 PROP. 2" _ =N SEWEq - r- 22 112 BEND POINT/ 26o.45 _ _ - - - - - - 7 J?d/ ?C PROPERTY LINE INTRO k;r ?O G? o\ ST A. 4+65.87 ?-- 10 Sj STA. 3+94 p9? op, PROPOSED CONC. o' PIER 20 5P? \ INV. CULVERT 739.71 WARU?. '° , oj1ZQ \FOp ROCK CHECK -------`50 DAM OUTLET, t TYP. F \ EX. 10'x10' CONC. \ BOX CULVERT p\ ?T \ N18'43,2q" CF p?\ Ty ?O \ \ 5.47 .70. N Aq` ??T ?4,, e \ co ,s o o RELOCATE EX. CREEK \ ?V Z \ CHANNEL IN THIS AREA \ w,y0 LINE WITH CLASS B RIP-R NOTES: STEEL PIPE TO BE AP \ ?Q MIN. DEPTH 22" - COST To MITERED TO CLOSELY RELOCATE THE CREEK SHALL BE \ V?Q? CONFORM TO THE CULVERT INCLUDED IN THE LINEAL FOOTAGE WINGWALLS. PRICE FOR SEWER INSTALLATION. CHANNEL LINING MATERIALS SHALL BE 12" STEEL PIPE TO BE SET AT PAID UNDER THE UNIT PRICE INCLUDED IN THE BID PROPOSAL - SEE DETAIL BELOW \ BOTTOM CORNER OF BOX CULVERT CHANNEL WINGWALLS. WITH PROPERTY OF DAVIDSON COUNTY BOARD OF EDUCATION D.B. 328, PG. 125 TAX MAP 338-14 SEE SHEET NO. 15 FOR STEEL SANITARY SEWER IN EXISTING BOX CULVERT DETAILS R ., CLASS B RIP-RAP 22' '067 STONE 10' FILTER FABRIC RELOCATED CREEK LINING DETAIL NOT TO SCALE NOTE:. T I ?3 2 S IOPERTY OF E & GAIL B. BLIZZARD MANHOLE NO. 17 757, PG. 710 STA. 33 + 80 .37 MAP 338-29 , c?tio? 0? J p5 /' i ? 13.21 ' INSTALL TEMPORARY STONE BERM ACROSS EXISTING DITCH EX. BARBED ?.' WIRE FENCE EIR 0 o? ° DURING CONSTRUCTION INSTALL a° PROPERTY LINE INTR. TEMPORARY STREAM CROSSING. STA. 34+07.17 AFTER CONSTRUCTION IS COMPLETED LINE DISTURBED CHANNEL WITH CLASS B RIP-RAP WITH FABRIC AND STONE UNDERLINING \ \ MINIMUM PLACEMENT DEPTH 22" BRI\\' )1"? \ \ WEEDED FIELD 4,gS`\ Og 51 \ \ 29 . Wq 'v SFWFA N? n " ?_ RD CgEEK \ \\ ??2° ?0 ?Z CONTRACTOR NOT TO 41 CROSS PROPERTY LINE tiv WITH CONSTRUCTION F? PROPERTY OF STANLEY CRAIG & KAREN W. HARRIS D.B. 570, PG. 258 TAX MAP 33B-26 EIP l U"1mAu IUM NOT TO UHUbb PROPERTY LINE WITH CONSTRUCTION E NO. 16 31 + 02 .31 PROPERTY OF MORRISON P. & THERESA E. WINTERS ELEV. 772.812 D.B. 760, PG. 775 IN 10" MAPLE TAX MAP 338-22 ?. 30+85 SCALE: 1" = 40' HORIZ. 1" = 4' VERT. U O un cn Q ca J J W 3 O a z H Q H > a O 70 70 7 " rn 11 (U I > o Z z z W H m (n O a W 7 O p - -- -- - - - -- - __ Z V 780 W . . -_ - - - -- - - ~ I - LE V. =7 75 _Q 3 p 2. 31 D :?T 3P -Al o ) l N' -; - - - - _ _ . - - - _ _ - - - _ W - - _._ - - - - - = L S E E A - f _ _ - -- - -- -- - - H - -- - _. - - - - - - - - 770 LL 2 8 p - - - - N t L O L F. 2" - ._ ?E w, _ _ 4 N ii rf N -E E - I z - -- - - - - - - - W - - - - - - > I EEE co O - o a - - 760 v H - Q luo) L w - - - - - - cr > RS DB 692 PG. 248 ps`?'d ` \ \ TAX MAP 338-53 \ $p ?? LINE DISTURBED CHANNEL ? S DINT WITH CLASS B RIP-RAP 03 WITH FABRIC AND STONE n ?_ \ \\S4H ??6\ \ O? / UNDERLINING. MINIMUM 9(? 6j • ` \ ?i ' PLACEMENT DEPTH 22" L ROCK CHECK\ q ?\ ` X MANHOLE NO. 20 DAM OUTLET, \ \\ \ STA. 41 + 62 .34 A TYP. --_- TFMp Fgyq \?c' \ WOODS \ pggqy?F'vT \ \ \ . . \ Ott pq ?q Af?ql ,\\ \ \ \ \ \ ?? ,oo 9 SFAf4 TEMP. STONE BERM TEMP. EARTH \ \ Agp•O ?'t " \ '?\ BERM, TYP. \ \ 1 \ ` \ \ ` ?y9°cp?\?, OPERTY OF G & KAREN W. HARRIS 570, PG. 258 MAP 338-26 BID PROPOSAL OF B" GRAVITY STA. 50+56.52 INSTALL 70 L.F. 24" O.D. SPIRAL WELDED STEEL ENCASEMENT PIPE WITH 0.375" MIN. WALL THICKNESS (NOT COATED) BY BORING \ ` \ AND JACKING METHOD NOTE: IF THE ALTERNATE BID IS ACCEPTED El THE CONTRACTOR SHALL INSTALL 18" 3.63' O.D. ENCASEMENT PIPE. i' w, MANHOLE NO. 21 STA. 44 + 05 .47 v , ry? , BENCH MARK RM-16- ELEV. "79914 NAIL IN CROSSTIE @ RR TRACK,,; 41' RT. STA. 44+61 I ?,•.; 5 'fir < F -- ---- T -- ltED -- -- - -- p -- TT5 - - - - - - -- --- -- --- --- P TAX MAP 338-57 0 a 00 z in u a -Ij 3 W TEMPORARY 40' CONSTRUCTION EASEMENT I z Q 00 Z ¢ coHa ?0 ~ PERMANENT 20' UTILITY EASEMENT w 0 z co a MANHOLE NO. 22 GRASS v a: a STA. 45 + 16 .23 v, per' YARD Q W = F r?-? (, -rf m = ? - - - - - - - - - - - - - - - m rn H - - - - - S62' 50' 14"E 243.93' -+-_ --E > e, by\ ^ - - - - - PROP. 1"_ SAN. SEWER----- C-3 0 WARD CRfiK??----- --- - c co IE no 0 PROPERTY LINE INTR. \?" = STA. 44+74.57 BOO \ WOODS MANHOLE NO. 23 j z S9 \ STA. 47 + 60 .16 PROP. 12" DI ?i 7t 99 \ SAN. SEWER PROPERTY OF - LINDA G. HILL & ROBERT LEE, JR. HAYNES / D.B. 859. PG. 392 j TAX MAP 338-57A (D rn(r?¢ F Ir ,. SCALE: 1" = 40' HORIZ. i" - 4' VERT. w o o Z 0 • Z w o w W /v^ Z H 10 3 U J> o U to En 5 O ca ul `4 Ul j _ 0 - - -- - - - - - l'. V -4 0.16 0 -7 FF FS S 790 -- - - - . - - E - - -: - -_ _ - E T -- -_ _ - - - -__ - = = -- o _ -E t- 3 I - -- - - - - - - -- - - - - - - W i r > W O Z -- -- - - Q O - - - --. -- - 0 - - _ - - 0 1-4 -_ : - -_- - _ M. _ 0 ? - - - - - - -- - - H U) 80 LL O - - - - - -- V Z O W _ _ _ - - - - - - g 0 I S Q =t 1 4 = _ S A W L E W co O O J - , Im _j -- - 6 p = A K 'N 'v_ E M N E1 _ -_ - - _ . ° CL _ = - - - - 770 U C W I- - = N - H c ? Z + F -Tk - 1= _ N T R S A L i S A L E - _ W 0 a O _. -- = _ = € f? P z { - CJ Y _ - _ = U - - - - w H O z (n L) cr Q O O - = a W x H O - -- - - - _ - _ -= -_ co 3 > - -- - o W O g Q Q• _ 5i a ll - - - - - - - U U) U U- O 3 - - SHEET N 45+00 46+00 47+00 48+00 4 4 1LM4:P....SJ 20' UTILITY EASEMENT 0' CONSTRUCTION EASEMENT MANHOLE NO. 27 STA. 56 + 52 .42 WARD CREEK OUTFALL- STA. 0 + 00.00 HARRIS TRAILER PARK COLLECTOR SEE SHEET NO. 10 T814 RS-7 - ELEV. 802.719 R/R SPIKE IN 8" MAPLE 40' RT. STA. 56+50 \ \ 26. \ ? Se`s? 2g "F \\\ 293I?\ w WOODS "''-EXIST. ra-? - STA. 58 NOTE: CONTRACTOR TO CONFIRM LOCATION AND ELEVATION OF THE EXISTING WATER LINE WELL AHEAD OF PIPELINE INSTALLATION TO INSURE 18" MINIMUM CLEARANCE IS MAINTAINED. NOTE: THE ALTERNATE BID INCLUDED IN THE BID PROPOSAL IS PROVIDED TO DETERMINE THE COST OF 8" GRAVITY SEWER INSTALLED FROM STA. 0+00 TO STA. 50+56.52 CONTRACTOR TO REM09E EXISTING FENCE TO IN: SEWER LINE. COST T(TE IN THE LINEAL FOOTAGE SEWER PIPE INSTALLAT] F ?? EIP oay?P??S?y BPS / /(?. Py A? 2 J?Z // ?/? / „p` ? ?EMQpP ?PNE? / / 1 p 22 \ / EX. B" _" - - -- 32.32.01• f PVC DRAIN ?- --- 132,01, S88' 24 ' 05" E_' 304.32 ' u 58.83' PROP. 8 SAN. SEWER 44.0 ' \7.78'- EX. STONE TOE 0? F?= u t Y? /DISTURBED CHANNEL LINE / WITH CLASS B RIP-RAP WITH FABRIC AND STONE PEEK UNDERLINING - MINIMUM 'SEX. PLACEMENT DEPTH 22` WOODS IP Y OF ARRIS PG. 427 338-61 \\ c EX. HOGWIRE FENCE EXISTING POND ` EXIST. EASEMENT MANHOLE NO. 30 sra. 65+56.10 pgOPE NE ST A. 63 + 89 .71 V ROPERTY LINE INTR. STA. E E STA. 64+85.23 OT 3 PROPERTY OF HENRY L. 6 TREVA H. MORRIS D.B. 720, PG. 46 P.B. 21, PG. 23 TAX MAP 338-114 NOTE: CONTRACTOR TO CONFIRM LOCATION AND E OF THE EXISTING WATER LINE WELL AHEA INSTALLATION TO INSURE 18" MINIMUM CL MAINTAINED. LOT 2 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L RB EL- - - - - - - 7s _R Ly=- Ta - - - - --