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Home My WebLink About19991193 Ver 1_COMPLETE FILE_19991027g State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director -W 1W 11 00 A&40 D E N R November 5, 1999 DWQ# 99-1193 Iredell County Town of Troutman 400 North Eastway Drive Troutman, NC, 28166 Attn: A.J. Barghothi, Town Administrator -APPROVAL of 401 Water Quality Certification Dear Mr. Barghothi: You have our approval, in accordance with the attached conditions, to construct a new sewerline adjacent to and crossing Hicks Creek and Third Creek, as you described in your application received by the Division of Water Quality on October 27, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3101. 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, Stev" ns Environmental Sciences Branch 4401 Reedy Cr k ad Rol igh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper Attachment cc: Corps of Engineers Asheville Regulatory Field Office Mooresville DWQ Regional Office Mr. John Dorney Central Files 991193 PAYMENT REUEfVED DEM ID: 9?? ? ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT t): JOINT FORM FOR -. . NATIONWIDE PERMITS THAT ° REQUIRE NOTIFICATION TO THE COS OF TNEERS NATIONWIDE PERMITS THAT REQUIRE APPLICATION FOR SECTI 4 ""idATION WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANN SIB CORPS OF ENGINEERS DIVISION OF ENVIRO NTAL ?M ANAGEMENT DEPARTMENT OF THE ARMY p ?? NC DEPARTMENT OF E '.RONMENT, HEALTH, ' P.O. BOX 1890 °= z ° AND NATURAL RE H;RCES WILMINGTON, NC 28402-1890 ATTN: CESAW-CO P.O. BOX 29535 ( -E RALEIGH, NC 2762 -05 "?1 Telephone (919) 251-4511 ATTN: MR. JOHN D EY Telephone (919) 733-508 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: Town of Troutman 2. OWNERS ADDRESS: 400 North Eastwav Drive Troutman, North Carolina 8166 3. OWNERS PHONE NUMBER (HOME): N/A (WORK): ?n?js?R-7609 4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, PHONE NUMBER: A. J. Barghothi, Town Administrator 400 North Eastway Drive Troutman, North Carolina 28166 704/528-7600 5. LOCATION OF WORK (MUST ATTACH MAP). COUNTY: Tredell NEAREST TOWN OR CITY: Troutman/Statesville--- SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.): Frnm Trniitmma to Statesville - Beginning at Troutman WWTP (Rea attacbeci maj2) 6. NAME OF CLOSEST STREAM/RIVER: Hicks Creek and Third Creek 7. RIVER BASIN: Catawba/Yadkin 8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW, WS I, OR WS II? YES ( I NO (X) 9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROPERTY? YES ( ) NO (X) IF YES, EXPLAIN. 10. ESTIMATED TOTAL NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, LOCATED ON PROJECT SITE: 0.359 6/10/92 -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: 0.059 TOTAL IMPACTED: 0.059 12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): Two (2) pima ations 13. PURPOSE OF PROPOSED WORK: _F7_imina p Troutman WWTP and transfer T.Ta '-Tan t' 14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS. The gravity sewer must follow the natural land gradient. Where wetlands were unavoidable, marsh and scru ominate routes were o owe mpacte we ands will be restored to grade following construction an anti-seep collars will Fe - installed around pipeline within wetland. 1S. 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. 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. Residential, Industrial, Commercial E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Agricultural. and Forested F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DIS S SIGNATURE DATE DATA E OR,1 ROUTINE WETLAND DETERMINATIOL,1 / (1987 COE Wetlands Delineation Manual) Action ID. Applicant/Owner: Date: 1-[ S t Address: O"'-? Project/Site: v.1. V- h,? n ?M. tin u?c,S,w<< Location: -110 r owe tip` 2?21`-rk S Waterway: $ <<'d C cr_.K zlew 5t? L??l ?Jv.1T County: Investigator: Ge- 1? ?n k4 (State: North Carolina «? ?• ? p L? ??-?e.t n -? 1?S SU c . Do Normal Circumstances exist on the-site? Yes Is the site significantly dfftturbed (Atypical Situation) ? Yes --X- No Is the area a potential Problem Area? No Community ID: NN11?? ?? (Explain on reverse) Yes No, VEGETATION _ ?r a SV-\ Transect ID: CAE Plot ID: Percent of Dominant Species that are OBL, Remarks: SOILS Map Unit Name (Series and Phase): Drainage Class: ?o< Subgroup) - Taxonom?"''°`` Field Observations Confirm Y ( Map Type? Yes No Profile Description: Depth Matrix Color (inches) Horizon (Mansell Moist) (M Mottle sellCMo?st) dance/Contrast Texture, Conc --?-- -- 2,5y 5 Z Structure - ------------ ------------ Hydric soil Indicators: Histosol Histic Epipedon Sulfidic Odor Aqui.c Moisture Recrime ?^I Gleyed or Low-Chroma Colors Remarks: Concretions Organic Content in Surface Layer in Sandv Soils anic Streakinq in Sandy Soils Listed on Local H dric Soils List Listed on National H dric Soils List Other (Explain in Remarks) Sheet 1 of 2 FACW, or FAC (excluding FAC-) /C(p HYDROLOGY Recorded Data (Describe in Remarks) Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available wetland Hydrology Indicators: Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Is this Sampling Point Within a Wetland? Remarks: Sheet 2 of 2 Field Observations: Depth of Surface Water: Depth to Water in Pit --(in. Depth to Saturated Soil -(in. _(in. naUer-JLal n^ i T-.,,-- EAU-Neutral TAct aIn in ve..,.-l- Yes X No Yes No Yes No Yes No r 12 Inches HYDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Wetland Hydrology Indicators: Field Observations: Depth of Surface Water: Depth to Water in Pit: --(in. Depth to Saturated Soil: (in. Inundated Oxidized Root Channels in Saturated in Upper 12 Inches Water-Stained Leaves Water Marks Local Soil Survey Data Drift Lines FAC-Neutral Test Sediment De osits Other (Explain in Remarks) Drainage Patterns in Wetlands Remarks: WETLAND DETERMINATION Hydrbphytic vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Is this Sampling Point Within a Wetland? Remarks: Yes X No Yes No Yes No Yes No 12 Inches Sheet 2 of 2 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Action ID. Applicant/Owner: Date: -, C Tt• i ?rn? y1% Pro -- Address : OL- W,V, jest/Site: `fcr?:?mr?n 1;o<sl Location: lob Cnlcr\nr br *?rn, -T ??r_(,,- Waterway: of ?r\c- i -L C - lL Investigator. County: CItir-\. State: North Carolina Do Normal Circumstances exist on the-site? Is the site significantly d$tturbed (Atypical Situation) ? Yes No Is the area a poten ial Problem Area_ No (Explain on reverse) Yes Community ID: c e_ -? N1«,rsh Li.etlcrjransect ID: No, VEGETATION _ lot ID. .. a < w . ?.. ?N//:lwf.%?r?il?;ia•..:c_i_i,3iaC'La G!r. cs?:6.: L?^ _V1j t SOILS Map Unit Name (Series and Phase): Drainage Class: P? o Taxonomy Field Observations Confirm (Subgroup) : 40iG 'r S Eccchr v_c,?S Map Type? r'7--) mn Profile Description: Depth Matrix Color Mottle Colors (inches) Horizon (Mansell Moist) (Mansell Moist) ------------- Hydric soil Indicators: Histosol Histic E i edon Sulfidic Odor A c Moisture Re ime LaLGleyed educin Conditions or Low-Chroma Colors Remarks: l Concretions Mottle Abun- Texture, Conc dance/Contrast Structure an?c Content in Surface Layer in Sandv Soils anic strea Listed on Local Hv Listed on National in Sandy Soils is Soils List Soils List Other (Explain in Remarks Sheet 1 or 2 Percent of Dominant Species that are OBL, FACW, or FAC (excluding FAC-) /0 0 Remarks: a ?Y HYDROLOGY Remarks: Recorded Data (Describe in Remarks) Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Wetland Hydrology Indicators: Field Observations: Depth of Surface Water: (in. Depth to Water in Pit: _ (in. Depth to Saturated soil: (in. ;':i:{F;r :'"??:'$?%?4';;!%ti$cM:;•.y 'riir.C.'fYi$>'" f{y.•. :?{: {L%{{: {y$'. iv'J{.`SLV. }O{ AN?ifn{//r. :l:- .7?. 'n 'n :vr r. \vr:?y... vey>r,`.{r. %f•°'--.,:, ..w..:. :::;:.+ {- '?ii}?::-::. 7$?..y?;?'.Cy)f?{f? . ?vy0 r }ft. .. J:.:.{.''vv)f::.wr -'SNJ?.?'?:• ' i:: ly,'•::r:]:}J-h i'r ':r{: {•i:..?...;.vf.:'fi..Mi{f..•fi: $'::C?1NiA1i:• t??3?:iMM - ;{'?yVf b:- o. w2?'{ .ivy}?lf '/br:?yF$U,J(RC'.{?c fi,.-'as?f?f? ••.??•Qh{Q?<v{(p f. :.3}.?l..y ... ..., d?.` '?' ' f ?'y'vjt•`?`{r."r?.c ..`ni.;' -:r?-r;;$:)`.?i'$.rC4???.•I?iJ.?.. .iaCi'.O Y? :.3..? '? .?+ -?'1rf?f?.`]W:?r'? ...??"s?f???P?? ?C ?` ?:•'; Inundated Oxidized Root Channels in u) per 12 Inches Saturated in Upper 12 Inches Water Stained Leaves Water Marks Local Soil Survey Data Drift Lines FAC Neutral Test Sediment Deposits Other (E lain in Remarks) Drainage Patterns in Wetlands WETLAND DETERMINATION Hydrophytic Vegetation Present? Hydric Soils Present? Wetland Hydrology Present? Is this Sampling Point Within a Wetland? Remarks: Yes k' No Yes ?C No Yes ? No Yes X_ No Sheet 2 of 2 DATA FOI?M ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Act-ion ID. Date: -?? 15- 1- Applicant/Owner: 1 Ssz ? `?? ?`?`? ` 1 s c t?rn?.^ Project/Site: Address: `7t vj1 K . C.?LS G <? Cam I6 t v.J ?nc? n t ?E Kll) . Cc cnr?c.? be Location: Tvw? `? ., tmct? = cLcK t'?Q- 292 h,rJ O re-? c-lcv?p Waterwa y CC?cc bq rw ?°??1r 1 County Investigator • ' V- '- - ? _ . ? uo Per State: North ? l J ? Carolina . o d?k'? S.i Do Normal Circumstances i ex st on the-site? Is the site significantly dirtturbed (Aty ical Sit Yes X No p uation) ? Is the area a potential Problem Area? (Explain on r - Y es NO everse) Yes No. Community ID: VEGETATION ?alnr.c? ?or `? Transect ID: WLtIS C:E C? Plot ID: :::............ OA-cR D cE ?i}'Fi}%!<r:?L:.: reri. /.-J.rr :/A:p:.l N? % • • • vn- .vv . .. n rr..v...--....... Percent of Dominant species that are OBL, FACW, or FAC Remarks: (excluding FAC-) eSCrlUtlon• Depth Matrix Color Mottle Colors Mottle Abun- (in= ) Horizon (Munsell Moist) (Munsell Moist) dance/Contrast ?o- :`?.5`fR y - -------------- r 140 SOILS Map Unit Name -- (Series and Phase) : C?? Drainage Class: V..1??1 Taxonomy (Subgroup)1r\'`? lOr FieMa Observations Confirm t Type. Yes No Profile D Hydric Soil Indicators: Histosol Histic Epipedon Sulfidic Odor A c Moisture Re ime Redlcin Conditions _ I Gleyed or Low-Chroma Colors Remarks: Texture, Con Structure Zoncretions Sigh Organic Content in Surface Layer in Sa, Organic Streaking in Sandy Soils Listed on Local H dric Soils List Listed on National H dric Soils List Other (Explain in Remarks) Sheet 1 of 2 Soil HYDROLOGY Recorded Data (Describe in Remarks) Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Wetland Hydrology Indicators: Field Observations: Depth of Surface Water: Depth to Water in Pit: (in. Depth to Saturated Soil: (in. (in. . J.,:i%, iiN ii .y.?.. ?}?• :/jlf !?r^,? in 4i}iiii: ?J\• •?i}?<•J.i •• _ v \ :..v::v'J' `}}.:2vj:'., rii}'r'•: • _ yli; ii?.a:1 ?< :?SYf:Y , S "^ri''N.••,. r?.K(G`?'•FS/., ?'n•Wsa`'• xa?,`ut?:ek:.y. .F. >.;J. ,<."•:$a r'k. r ?`C+" ?r?' ? - 3 ..:ffo-? ', a :Jn:: ?4 fh?•C.,;r. +,C.?. .?J,yC.?t .,,rt};:'::}-.f:%S:rr/,: ':• -- '•:34.,.?;?.rr :.<1x`:'.h'i .<r"C. •.• :-r•,<5.<j''iar r::?s-:••r.Jy; 1. r? ::i; ::. ?S3 ¢ • . ?3, MS`S. .Kr ` ;.:'.<.h c.)W^'4err } .?.'?.C c "J •YR.'?-ial " .. : r f.: Inundated Oxidized Root channels in up 'Per 12 Inches Saturated in Upper 12 Inches Water-Stained Leaves Water Marks Local Soil Serve Data Drift Lines FAC-Neutral Test Sediment De"gsits Other (Explain in Remarks) Drainage Patterns in Wetlands Remarks: WETLAND DETERMINATION Hydrbphytic Vegetation Present? Yes No Hydric Soils Present? Yes No Wetland Hydrology Present? X Yes No X_ Is this Sampling Point Within a Wetland? X Yes No Remarks: Sheet 2 of 2 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Action ID. Date: 16 &2+- Applicant/ Owner: 1C,,,0,1,N L,-P Project/Site:Tr Address: e? .. W. K Location: ti . -tb, o ?.? . Z3lDlG? r c - L- C( k 2$20 Waterway: (-\r v.S?OCt ????cc- R4 ?n Count Investigator: C-?err?.? y' L c`n -+-O nrs i-?- .,(-State: North Carolina • J . ?ol? J?e? y- (Assoc. Do Normal Circumstances exist on the-site? Yes No Is the site significantly dItturbed (Atypical Situation) ? Yes No I Community s the area a potential Problem Area? (Explain on reverse) Yes No, VEGETATION ID• V?eftcLTransect ID: Wv`anA- CC Plot ID: wEvl?, c? lre- e- A C -\f\) 2 , L( Morn tJ en - :.. ,.rr . ?. a, 3 . f\ k e 09 ?-- 4 . L' j i vs tt'V M Q rvyJ FAC. s. csr r u\D(-u m ( to 7 n is ee- ??C,W 8. h s? ` ? ? nd.r, c {-lei b G 9. c-cu r h lko • T- e e f7ACW L-P fzf\ i t-to rf b . \A/ . FAC 11? r?? carom S?-,cab FA? 12.? v ,,,? rb : - bt3 13. ?Lhu 2rC c1?o-"Eo? S??IS ? } 14. ru ee r???5 ??erb b B L Percent Remarks: of Dominant Species that are OBL, FACW, or FAC (ex cluding FAC-) 10C SOILS Map Unit Name Drainage Class: pvo(-- (Series and Phase) : Ch2wc??l c, Field Observations Confirm Taxonomy (Subgroup) : ,?;, F?w?? '?c 1?yS roab,rQQts Map Type? es No Profile Description: Depth Matrix Color Mottle Colors Mottle Abun- Texture, Con (inches) Horizon (Munsell Moist).(Munsell Moist) dance/Contrast structure 2.5 Hydric Soil Indicators: Histosol Concretions Histic E i edon High Organic Content in Surface Layer in sandy Soil sulfidic odor or anic Streakin in Sand Soils A c Moisture Re ime Listed on Local H dric Soils List Reducin Conditions Listed on National H dric Soils List XI Gleyed or Low-Chroma Colors other xp_ (E lain in Remarks) Remarks : Sheet 1 of 2 cr) 0 ?. m C ..? LO + V- U) C'7 ` v Z CO O O Q '- O CO O C'm cn? N a) Q 0 w O U a? - C U N Q co co co +, (D u 41 U) 'C w0s + n C o z 00 u 0 00 z co Z m LLJ a, M ii LO 0 F- N Z O cr- Z ? O z ? a w CL 1 w ¦ •\ ? J 1 U ) l J r , j r 1 ) . r N (vt F- u ` O t w O j ( d w 0 1 ` . 00 ? •" w Q ` O O CC O O ' Q J 4 Q LL, z 1* -. t w U- O O t0 ca M N N O .- I At N ; N (NrJ' j ? eN- Q Fes- Z ,?' ; U w m 0 112 • ` m ? U z - l u 0 1 o 0 3 U ? Z .? Q ? -? , WW U 1 r co , w ? LL o yA 0 Zme--? m c v LO U M m L v Z CD ? Q O O ?? o • v?- a) (D h " CO O ) N toC `° 0 QO co ?- C O U ,C U J O •..? Q co co 41 Cts i yam, ??.a z U 4- m co U 2 00 Z X000 Z m w O co M "V CD ii 19 18 44 ?f r 20 t 10 A 4; l :i I: 23 / 22 l: V i. ? I 21 24 N 400 FEET 1-7:e 4c. Habitat Map and Jurisdictional Waters in the Off-Road Construction Corridors. Roben J. Goldstein & Associates, Inc. ENVIRONMENTAL CONSULTANTS 8480 Garvey Drive Raleigh, North Carolina 27616-3175 i? i. 0 o? • 2 8 • 29 30 li 11 400 FEET Figure 4d. Habitat Map and Jurisdictional Waters in the Off-Road Construction Corridors. Robert J. Goldstein & Associates, Inc. ENVIRONMENTAL CONSULTANTS 8480 Garvey Drive Raleigh, North Carolina 27616-3175 31 GQ. 3 2 f 31 ED I-L 'UMP STATION N ` 400 FEET Figure 4e. Habitat Map and Jurisdictional Waters in the Off-Road Construction Corridors. Robert J. Goldstein & Associates, Inc. ENVIRONMENTAL CONSULTANTS 8480 Garvey Drive Raleigh, North Carolina 27616-3175 _o •? 42 J/ 41 1 DUCK CREEK BEACH SLOPES 40 , 1 THIRD CREEK 39 I WETLAND GE i iL i •< 38 400 FEET N Figure 4f. Habitat Map and Jurisdictional Waters in the Off-Road Construction Corridors. Robe,t J. Goldstein & Associates, Inc. ENVIRONMENTAL CONSULTANTS 8480 Garvey Drive Raleinh_ Mr)rth r nrnlinn 7.0. QUALIFICATIONS OF PREPARERS. Robert J. Goldstein, Ph.D. is the project manager. Dr. Goldstein established RJG&A in 1985, and has managed all environmental studies, negotiations and implementation of mitigation plans, and has provided expert witness testimony. He has prepared environmental documents assessing impacts of construction projects on inland and coastal waters and wetlands, fisheries, and sea turtles as mandated by Sections 316, 401, and 404 of the Clean Water Act, and by the federal Endangered Species Act. He has conducted Phase I hazardous waste investigations subject to RCRA, CERCLA, and the N.C. Petroleum Act, and prepared environmental documents following Fannie Mae, RTC, and ASTM guidelines. He serves on the Habitat and Environmental Protection Panel of the South Atlantic Fisheries Management Council as Chairman of the North Carolina delegation, and is on the Executive Committee of the North Carolina Chapter of the American Fisheries Association. Gerald B. Pottern, M.Sc. is RJG&A's senior biologist, aquatic ecologist, and wetland delineator. He has completed COE's WET 2.0 wetland evaluation course and a COE- authorized Wetland Delineator Certification Training course, and is awaiting certification as a professional wetland scientist from the Society of Wetland Scientists. Under contract to U.S. Fish & Wildlife Service he performed a status survey of the Cape Fear shiner and prepared documentation to support its listing under the Endangered Species Act. His M.Sc. research on stream fish assemblages produced an Index of Biotic Integrity applicable to North Carolina streams. Since 1986 he has conducted surveys for protected mussels, fishes, terrestrial vertebrates, and plants. He has conducted wetland delineation and functional assessments, environmental assessments, and prepared compensatory mitigation plans. Mr. Pottern holds federal and state permits for surveying and handling protected species. Chris Hopper, B.Sc. is RJG&A's forester and GPS/GIS specialist. Mr. Hopper conducts terrestrial habitat inventories, protected species surveys, and jurisdictional wetland delineations. He manages and compiles field data, prepares mapping of natural resources, quantifies impacts of the alternatives, and assists in document preparation. 38 l` PROP. 10" FORCE MAIN / EXIST, STREAM / / C WOODS A`. \ PROP. SILT FENCE I 00 PIER PIER PIER c-- -------? EXIST. SA SOgkR RIP RAP 5' EACH 2 +00 SIDE OF FORCE MAIN PLAN SCALE: 1 40' PROP. RIP-RAP SHOWN ( 2" MIN.) l 850 PROP. 110" FORCE MAIN =15 L.F. OF CONICRETE ENCASEMENT GEN. DET. SHTJ 2 OF 4 STA. R6+00 PROFILE SCALE: HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN As SNO6RN 616 COLONNADE O61VE ar. I Mey-e,? CNAkOA N.C I6706 DICKSON "°" x`-536 Engineers Planners Surveyors Atkwhk CA AMNNIe, n1t ye C.b 6k, sC Wriery, Landuape Architects rmmhyten, NC Ramp , \0`EXIST. STREAM \ o EXIST. SAN. SEWER i PROP. SILT FEN/ PROP. 10" F CE MAIN o/ 15LF OF CONCRETE ENCASEMENT 86+00 PROFILE SCALE: HORZ. 1" = 40' VERT. 1" = 4' 860 PROP. 10" FORCE MAIN WASTEWATER IMPROVEMENTS FOR 1HE TOWN OF TROUTMAN AS SNOMN M COLONNADE OMME o?A sr. I Oc x CHADLO"°"TiE. N.C. 25M DICKSON 3'-ss'° 2 .rAO.m .. A A.no+ta en14 CA Engineers Planners Surveyors AN .ro weNwx cw meta Lond-pe Architects rnmtyta we Raie".. II I' I ? III II I?I I I II ice' I j?l I I I' I PLAN SCALE: 1" = 40' TB ................ .. TB . PROP. 15" SAN. SEWER EXIST. STREAM 177?.? 0' EACH_ STA RIP RAP AN. SWR PROP• MH 16 SIDE OF S PROP. SILT FENCE (rM) PLAN SCALE: 1 " = 40' M CO 00 N ? 11 W J D w cola of PROP. RIP-RAP AS SHOWN (12" MIN. PROP. 15" SAN. SWR. 310 L.F. @ 0.15% PROP. FL IN: 827.08 PROP, FL OUT: 826.88 PROP. 36 L.F. OF 16" D.I.P. PROFILE HORZ. 1" = 40' VERT. 1" = 4' F ? RAP _ 10, EACH PROP. SILT FENCE (1YP) RIP- / ./\. SIDE OF SAN. SyyR. ?....-- ? EXIST. STREAM BB'' i .................rB ..... \ PROP. 15" SAN, SEWER PROP. RIP-RAP AS SHOWN (12" MIN.) " SAN. SWR- PROP. 15 38 L. LO F. @ 1.30% 9l STA 157+37 PRa'• MH X51 PLAN SCALE: 1" = 40' PROP.' FL IN: 822.10 PROP. FL OUT: 821.90 PROP. 100 L.F. OF 16" D.I.P. PROFILE HORZ. 1" = 40' VERT. 1" = 4r WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN AS SNONN 616 CMONNAM Me T7 WK eusN er ren, aR CNARIA E, NA. 16205 r , 334-&W (?a. DICKSON 4 l , W A Engineers Planners Surveyors Atlontq rec .eo ' Ce"mhie, sC Nlekery, Landscape Architects Irbnlngten, NC Reidgh, boa \` s'pio O `SQL F? '9.0 F`,?c S,9y gyp. PROP. SILT FENCE (r(p) EXIST. STREAM N82'18'20"W 400.00' RAp_10'EAt RIP- SW. I S10E OF SAN• PLAN SCALE: 1" = 40' WATER ELEV. 821.21 I WATER ELEV. 821.21 PROP. RIP-RAP AS SHOWN (12" MIN.) PROP. 16" D.I.P. 400 L.F. @ 0.15% USE ANTI-SEEP COLLARS PROFILE HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN ?? sNanH Oft WK 616 COLCNNAOE amp duw. n owa arz ? CHARIOtiM N.C. 3lt05 DICKSON ` ' J,s-53t° y 1 Engineers Planners Surveyors A11entk CA ???•' N SC Nidtery, -N I Landscape Architects WW gt.e. NC R.,.,,,, 7 l EX. RIP-RAP SIGN STA 130+07 PROP. MH X1'2 110CLA . OF =0.312" EN N I SIGN 01 J, , '?P. I I IGN I ( ?P I I ( SIGN ( I B N '11'05f'W T /TB EXIST. STREAM 19 1110.0 -- I I m I BORE PIT STA 131+17 I q PROP• ?MH EACH I I o / ' RIP-RAP lo SIDE OF SAN. SWR. PLAN SCALE: 1" = 40' S.R. #2366 EXIST. / TELEPHONE LINE RIP-RAP /h/ (APPROX. DEPTH) --m 0 GAS LINE U (APPROX. DEPTH -- PROP. 16" DI.P.--? I I PROP. RIP-RAP AS SHOWN (12" MIN.) 110 L.F. 0.15% I PROP. FL IN: 796.56 PROP. FL IN: 795.90 PROP. FL OUT: 796.06 PROP. FL OUT: 795.40 110 L.F. OF 30 STEEL ENCASEMENT, t=0.312" BY BORE PROFILE HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN AS SHOW 016 COLONNADE D16YE puyH ,r ( °` - ,? WA. CNARIOTTE, N.C 29M "°" x-57° DICKSON 6 wow . ??" reoi W AWuMl% Engineers Planners Surveyors Atleet4 nit res Cel,mbkl, SC 16ckery, Landscape Architects 1Mmugtan, Na Reiege, 17 SILT FENCE (TyP) FENCE ??p, .....\ PROP. 5\\.j . ................... ................ ' EXIST.' STREAM R\P E OF SAN• ?Q?\ .fig S\0 ??... S49'19'S5"W 425.00' 0 6'\\ PLAN SCALE: 1" = 40' a ?'7 J ri q J II W + (n w -k3 J a W p II-- w O cn I a (n PROP. RIP-RAP rr%Ur, rL 11V: /00.JJ PROP. FL OUT: 788.13 PROFILE HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR 711E TOWN OF TROUTMAN AS SNONN Old CM09NMX 0 auw n CNANLOTTE, N G 25M DICKSON 7 Engineers Planner Surveyors Atlent4 CA Aeh"% rAr Me Landscape Architects 1,sc? qae NC 4?. 17 ............. ENG? I F m to Q PROP GN ,., EP o Ste. 1 oop ?Rp,P SPN. V0 OF PLAN SCALE: 1" = 40' PROP. RIP-RAP AS SHOWN (12" MIN.) 4" GAS LINE 0 (APPROX. DEPTH) O Z V) I a. w cn > PROP. 15' PROP. 15" IOOL•F PROP. 27 L.F OF 16" D.I.P. PROFILE HORZ. 1" = 40' VERT. 1"= 4' PROP. FL Ir PROP. FL C WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN AS sNOIN! 010 COLONNADE D WN?E N C :exos WK CNANL.T 8 onAw n ( Nana oAa 7. . ss'° DICKSON ?`- Engineers Planners Surveyors Al 1a W AMevYa 17 I:atumeb, SC NlrASr} L andscape Architects esmxgloa NC Ralsten, aaro? 1 ?d. Q i? LNG g°RE/ Q . `'??,? / p.GN C, S c, Sip ti oo ?Q EXIST. STRE ,..9 ?h PLAN 5'(P 1 !??? SCALE: 1" = 40' PROP. RIP-RAP J AS SHOWN (12" MIN.) 0 ``' o ??0 V) 310 L.F. OF 30" STEEL ENCASEMENT, t=0.312" BY BORE PROP. 16" D.I.P. PROP. 15" SAN. SWR. ..... Y _ _ _ _ _ 305 L.F. @ 0.15% PROP. FL IN: 780.57 -- 310 L.F. 0.15% PROP. FL OUT: 780.07 PROFILE HORZ. 1 " = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR 711E TOWN OF TROUTMAN As sHOWN ale COLONNADE ORM1E WK y,.w n. I 0c NnoA end ) 334- CNAIROTiE, NX 3et00 9 N? Engineers PInners Surveyors Atlanta, OA AehMl? ? Ne Lend-po Architects Ca4meb ol-btee, NC RddeN, C 17 S25'00'55"W 330.00' 2 cn a of Rlt-!2 J?? FENCE J ?y II W +> V) Lo J a w o 0 m J . MH #20 ? 35 LP--RAP SIDE OF SAN OS EACH PLAN- w?e.(rn,•) SCALE: 1 " = 40' 100 YEAR FLOOD = 790.00 PROP. RIP-RAP AS SHOWN (12" MIN.) 772.94 772.74 PROP. 15" 330 L.F. @ 0.15% PROP. 27 L.F. OF 16" D.I.P. PROFILE HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR 714E TOWN OF TROUTMAN 'AS $NONH 616 COLONNADE ME pyy? y* O A.L011L N C. 36206 r DICKSON M JU_sw 1 O .?. AeMNIa Engineers Plonners Surwyars Atlanta CA n1t yp Co4m61e, sc Xitltery, Londsecpe N'L Architects nlmtee , NC Raldeh, _ ctEIP ......Rep ..................... \ Sk T C ............ Fa ......................... Fe \? . FEN .. EXIST. STREAM (7'P) S1 39'09"W 306' ? ST A 51? RIP, ....a .. PROP, M22 R qRe, ?a.., #16 fqC w?RF SIpE ?F Sq 100 N. S H PLAN SCALE: 1" = 40' N ? II W cv I N + > w --d Lo J PROP. RIP-RAP 0 o AS SHOWN (12" MIN.) v7 N I PROP. 15" SAN. SWR. I 306 L.F. @ 0.15% PROP. 36 L.F. PROP. FL IN: OF 16" D.I.P. PROP. FL OU PROFILE HORZ. 1" = 40' VERT. 1" = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN AS 910MN 616 COLONNADE DRItE F& er nma as: CNARLOTTE, N.C. 2E705 DICKSON "°" 1 1 ??? ? rwDa ? Atlanta, W AO-11a, Engineers PlOnners Surveyors ? .so Ce4rnekr. 5C weiery? Landxope Architects Wrmingtan, NC rtwegN, STA 29+17 PROP, A1H #9 Q 0) II w rn w N J W 0 F- 0! m O (f) 0_ Of N PROP. FL IN: ' PROP. FL OUT: PROP. RIP-RAP AJ bMUWN (1L MIN.) OF 16" D.I.P. PROFILE HORZ. 1" = 40' VERT. 1" = 4' `PROP. SILT FENCE (TYP PLAN RIP_ _ RAP SCALE: 1 = 40' SIDE OF SgNl S EACH wR. 100 YEAR FLOOD = 780.00 WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN .5 sHOxr? ' ° RE H c 0 ' AK01 5 S DICKSON "?'?`-"° 12 .wnoea . ?, ,? M 4herels, At1pnta CA Engineers Planners Surveyors me .so Ie ceWmeb. . sc L Landscape Architects Nemingtan, NC Ralsleh, S65'45'32"W 325.00' Q J ;z I o -e I C Q? QUO ?pQ SPa' Q,\Q OF PLAN ?1 SCALE: 1 " = 40' co t - Q U n :4k II w 00 m >: V) w w a w p In 0- Of En > 100 YEAR FLOOD = 780.00 PROP. RIP-RAP AS SHOWN (12" MIN.) PROP. 15" SAN. SWR. 325 L.F. 0 0.15% PROP. FL IN: 761.59 PROP. FL OUT: 761.39 PROFILE HORZ. 1" = 40' VERT. 1" = 4' PROP. 27 L.F. nF 1Fi" n_I.P WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN As sxww Mn W K C A NAB i '" 1 H RLO e . DICKSON "°" ""' 3 NC Engineers Planners Surveyors Aaeet% GA AM I.. MO N Landscope Architects C k, gll. SC R"edis'? q?. 17 EXIST, BARBED WIRE FENCE m PROP. 10" FORCE MAIN Y_'__P TB, . 36+00 EXIST. STREAM PROP. SILT FENCE (TYP) RIP-RAP - 5' EACH SIDE OF FORCE MAIN PLAN SCALE: 1 " = 40' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN y AS SNONN 616 COLONNADE OM IE 0TTE 0. N C 26106 WK pal 14 I n DC reoa wa: C{tA , . L 334-we ? NTeam R WLLL MQ mhwAle. NC Engineers Planners Surveyors Atteeta CA A 17 ? no Lcnd- Architects Co4ma14 ttlwry, - pe r/ImNy{an, Nc Retelph, NC STA. 35+67 PROFILE SCALE: HORZ. 1" = 40' VER T. 1: = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN AS 5HOW1 ele COLONNADE DRIVE s WK oAAw .. I w-a aARLOra R.c xexo DICKSON Engineers Planners Surveyors A OA A/uv11N; Y1 we Landxape Architects .1wi-1m"te. 5C -111=t ml?gtaa, NIC RWdO4 Z PROP. SILT FENCE (TYP) -PE -- -- 46+00 W W \ -- -- -- --PE---? ----- ---- TE-- m 48+00 10" FORCE MAIN RIP-RAP - 5' EACH SIDE 'OF FORCE MAIN (TYP.) PLAN SCALE: 1 " = 40' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN r - As sHOxrr ete axcmpfAOE oleo 6 w.R er °c reu wa 01ARL0T7[ N.G 2am r DICKSON "?' »a Engineers Planners Surveyors Atlo to Cl1 AMMIe, uD 1 Landscape Architects Mminglft 5CN ReItZ. NNCC RIP-RAP - 5' EACH SIDE OF FORCE MAIN Y W W U Of F- STA. 47+89 PROP. AIR RELEASE VALVE 2" CLEAR PROP. 10" FORCE MAIN ?---CONTRACTOR MAY USE RIVER CROSSING DUCTILE IRON PIPE, SEE ANTI-FLOTATION DETAIL, SHEET 2 OF 4. 50LF OF CONCRETE ENCASEMENT CENTERED ON STREAM BED SEE GEN. DET. SHT. 2 OF 4 60LF OF 10" DIP PROFILE SCALE: HORZ. 1" = 40' VERT. 1: = 4' WASTEWATER IMPROVEMENTS FOR THE TOWN OF TROUTMAN Y -•s sioen e+e WL0mmc owt? 0M WK 1 7 auw n ( rsuwa 00xorm M.C 1 DICKSON "°" ""53's ?lf?btD n rnDl. Aaent4 c ` Alh"14 Engineers Planners Surveyors ru .eo ewmer4 sc wawry, l4c Landscape Architects WimintM, We Reldpn, ?WK r OICKSON Engineers . Planners . Surveyors Landscape Architects 616 Colonnade Drive Charlotte, NC 28205 704.334.5348 • FAX: 704.334.0078 TO: Water Qualitv Planninq NCDEM - NCDENR Post Office Box 29535 Raleigh, NC 27626-0535 Attn: Mr. John Dorney We are sending you: OX Attached VIA: F__] Overnight The following items: F_? Shop drawings Specifications LETTER OF TRANSMIT 9 91 1 /1r T DATE: 10-26-99 JOB NO.: 98380.10 O Under separate cover X Regular mail F__] Pick-up 0 Prints 0 Plans Copy of Application F-] Change order F7Samples x ] USGS copies COPIES DATE NO. DESCRIPTION 7 USGS map of proposed project These are transmitted as checked below: 0 For approval F As requested 0 Approved as submitted F7Returned for corrections 0 For your use 0 For review and comment F-1 Approved as noted 0 REMARKS: The project is located on both the Troutman and Shepherds Quadrangle. Copies have been sent to Asheville and Wilmington COE Offices. COPY TO: File SIGNED: Mike Osborne CAUTTRANS.DOC s i Cam" 0. ?? Q aso ? r? -? -' ??\ 6. Ab ?lj l1v __ ? /nom ?'/• n ?,`??\--_ _ "????% i`.\./Ij`7 . C / i JI _ \ , 936 \) j:u -k it ?? •? it rc r , \ r 1 ..' , 0 tom/ _ I ?• n -? 50 0 col , ?i;_ _,??1 9 It Ph 1 70 11 @ J? R 752 I 1 Q O ?yoo ? °?"-''ll d l IRP tic, %tl . n cam--, : ?? I I l? • ? `? l Bso_ ?; \ - ? • 3/2? 1 ? `??L/ leis it m 50? ? °, _ ? •°` ? ? ? 1, =' ???,.p? ; ?-??• ??? ? ? ???,; 950 • ? Ir //I ?pQ ! ° \ -fif ! q O O 1 _ R 751 q/ v \ .-rte ti' Aso o ( 5 n ?s C IM, ° 00, Jq // q e M 0 . ii l I 1 q? L q? \/ J ?(l l; ?- ;1` 950 ?O , _ ' ?• n )1 `` _ ? ? , ?,'.0y) ? rd?_ i 936 _-. \ . ?:- , •. ? .? . \ _-? /-? 11 95 ?t •'r??• ?t? l ?? ,\ •? r, ,96E h 1 I ? v o ? -I:-_ 73? ?j i i ? U Q i l fa'? ? ,`•,\ 1. ? , O -0 Q? 01. ) R O 7? r T U EI!, " - wm- / u?b d ? A J ?J I'7 r' Q ?O .Q gso 8 ?/' 1 \ \J? 1' ? ? ? ??.Vllrrf ? ?,? X93- _ ????• !, ? ! ? ?? ! \ r ?? 1 \ 936 ? • ?r -, ? it i 1 ( ?=--•?r-?? ? ? `L/ kL -A is ?- _ ' ? --?-? ? n it a?' ?'"?\ f" ?/ ? `old ? r `? ?;- f 11 1 ? o Oo '" (lam ? i, 00 . 1 1 ?e o! • ? ` O/j ? ? o? 9? CD S J J ;? O i ea R_ 73 a O qr"v ? • O 1 I ! ? 1 q? K .,? I i } ,,s 1 y `E i 2?!% ??L?J,f c 4 34 x 1V oy l , J ° ,f < 936 23 X 1( \11` l 2 lh' Ian ..v l 750 - ,??1?;? ? i 0 c' . a Z-rv,7-- ? 76? ?c s? I 900, C? . v l? h a5° ?- ack., ??•/ / Y/Y I` /i - - aso e° (((/ice; " % : ?? • 65• ° eso •\ ?/`. , \? ??? 9 a? y J?/?? ,? I n e ?o, _ l r ??' ,f 23 1 i? ? 0 0 0 ., , J e 1 ,. ?7 ? 1 t. O ff 0 /\g i1\R _.- ?r R 732 1 1 ,9 ?1 ?- a • ° ~` ?` '? `,_.. ?? %? ? ? aM soy ? °rb d $ `? ?? 4 A \ ( n O ?J 3 2) / 1 \-1??? ?/ice m aso \ Pom r w N 2< ? 72 950 I .l/ ? / p ?', C ?_ II 93 .? mod.-,?;•/ l ??? .1 0 i O J o Q!? 491fl \ eso? ?l)I i?0 O R 73? 1 I ')I A/NN ?\ ?! /\ ?? \ ypp t y?Jb a j? Q ri 0 1(? WAMWK DICKSON Engineers . Planners . Surveyors Landscape Architects 616 Colonnade Drive Charlotte, NC 28205 704.334.5348 0 FAX: 704.334.0078 TO: Water Quality Planning NCDEM - NCDENR Post Office Box 29535 Raleigh, NC 27626-0535 Attn: Mr. John Dorney LETTER OF TRANSMITTAL DATE: 10-22-99 JOB NO.: 98380.10 RE: Nationwide Permit for the Town of Troutman 991193 PAYMENT We are sending you: F-X] Attached 0 Under separate cover RECEIVED VIA: F-] Overnight XD Regular mail F--] Pick-up F--] Hand delivered The following items: F-] Shop drawings F--1 Prints F--] Plans F--1 Samples Specifications Copy of App e order 0 COPIES DATE NO. DESCRIPTION ?` 7 Nationwide Permit for . 1/4 ertification 1 Check for $475° These are transmitted as checked below: Ox For approval 0 As requested Approved as submitted F--] Returned for corrections 0 For your use 0 For review and comment 0 Approved as noted 0 REMARKS: Copies have been sent to Asheville and Wilmington COE Offices COPY TO: SIGNED: Mike Osborne CACUTRANS.DOC