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HomeMy WebLinkAbout20081659 Ver 1_More Info Received_200811070S- 1159 LETTER OF TRANSMITTAL Date: 11/6/2008 To: NCDENR Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Cyndi Karoly Re: Avon Street Sewer Replacement GREY ENGINEERING, INC 254 West Water Street P. O. Box 9 Mocksville, NC 27028 Phone: 336-751-2110; A f l Fax: 336-751-6348 Job # 102.183 WE ARE SENDING YOU THE FOLLOWING: X Prints Change order Under separate cover via Attached Submittal X Copy of letter Samples Plans Other 1 PSC #2 Culvert Length Revision Letter 1 Revised Plan Sheet #4 1 Revised Section VI of Section 404 Permit & 401 Water Quality Certification r?l I IiCA?{G i( rf?C% As requested For your use X For approval For review and comment Resubmit copies for approval Remarks: Approved as submitted Approved as noted Returned f. corrections Return corrected prints Submit copies for distribution COPY TO: SIGNED If enclosures are not as noted, please notify us at once. E c11W[A? 140V 7 2008 UENR • WATER QUALI h WETLANDS AND SYMM'RATEF f,+R MI-I GREY o g - s ENGINEERING, INC. E N V I R 0 N N1 F N T A I A N D C I V 1 1. D E S I G N November 6, 2008 North Carolina Department of Environment & Natural Resources Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Attn: Cyndi Karoly Re: Avon Street Sewer Replacement We have revised the PSC #2 culvert length to 119 LF. Please see the attached revisions to our application and project drawings. Please call with any questions. Sincerely, Grey Engineering, Inc. -EFa'niel Lync , El Project Engineer I'.O. Box') • Mocksville, NC 27028 • Phone: (336) 751-2110 • Fax: (336) 751-6348 www.trcycnginccrin?;.cmn P A I tt4 401 VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation trap, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: PSC #1: 30 LF of 72" CMP (Permanent Stream Crossing) PSC #2: 119 LF of 72" CMP w/ Gabion Baskets (Permanent Stream Crossing) 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, sPnnrntely list in,nncts due to both structure and floodiila. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain (yes/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) N/A Total Wetland Impact (acres) 3. List the total acreage (estimated) of all existing wetlands on the property: N/A 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams trust be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number (indicate on map) Stream Name Type of Impact Perennial or Intermittent. Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) PSC 41 Bear Creek Tributary Permanent Perennial 8-ft 30 0.006 PSC #2 Bear Creek Tributary Permanent Perennial 8-fl 119 0.022 Total Stream impact (by length and acreage) 149 0.028 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number (indicate on map) (if Name applicable) ) Wat Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) N/A Total Open Water Impact (acres) 6. List the cumulative impact to all Waters of the U.S. resultin from the project. Stream Impact (acres): 0.028 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.028 Total Stream Impact (linear feet): 149 Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. 8. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., danVembankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Current land use in the vicinity of the pond: N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A Revised 11/6/08 \ 1 \ ~ ' 1 l~~ ~ ~ P \ ~ ~ 1` I ~ .~Et~Q.gS p~ Q 0 G RAN ~ , ~ ~ i ~ 80 1'`~~'~ ~~0 0 20 40 60 ~ ~ \ ~ it . i E~ •.71 ~ ~ M '.0 BLS ` WE ' 1"=20' CONTOURS AT 2' ' SCALE. 1 ~ ~~..fld . `~•"~hr ~ ~ \ ~ L VV ZO l c~ n ~ ~ e~~ J o ~ v RING ~ ~ ~ MO ? , ' e~ ~ ~ ~ ~ ~V J~ ~ r' ~ r' r L • ~ WEi ® : ~ r FM A ``p ~ QVNiP 119 L x72" CMP ~ ® s®~ 1 e~ r , S a 00 P P ~'``~r.` PERMANENT I~x~ r,..• . ® ~ ~ ~ r f' / ~R 6B 0 ~ s ~ t ~ EAM CRpSSING / ~ g~ , jF e,e d r i / ~~Q,~~p AOC J~ ~ ~ NTH GABION ENDS x-;~ , ~ , /r ~f f,~ ,,f ~ © , ~o ~ 6 ~ ~ ~ ~ F ~ ' ~ ! ~ / ;*A wee ~ ' Q 1 l -X ~"~x~~..„,._.%_x_ _ ~ jam' ~ , ~ 1 _ Q © TEMP. BYPASS ,n,,,"... \ O ~ S ~ ~ ~ ~ DISCHARGE HOSEsn~,... g 0 ' sm"o"."""" 1 \ ~ a ~ ~ ~ ~ ~ - . O +~.~-xi-r!~ •~••~~~,+~7~'' ~ ~IsD IIsDI~ 111 ~ ~ C7 'cda ~ ;111` _ ' / l j' 1 ' ,rn , ! , ' 1 1 ~ TE ~ ~ TEMP. , i \ MP DEW _ \ o, \ ~ ; ' DfWq PU A tERING ~ ~ _.i"'",- • r,~ ~ . r-- . _ t~ ~ SD Sp LISD I~~ 1 ~ ~ f ,''f / ~ l F , ~ ~ Q ~ ~ SCE NG ~ -F ~ - _ _ v+ ~ , . _ ? t o , ~ 1, . ~ 1; ~ .rl,. ti ~ ~ ~ ~ _ _ - _ o- ~ P a - _ I - ? V' V'/ ~ ~ ~ ~ - ~ ~ ~ G ° TEMP ' / ~ _ v ~ R~ IM P K O~ ~ , Q f ~ . RiPR R ~ ~ Q ' ' ~ TEMP SSIppTO .r' DI GY M _ ~ . J EVER , / _ 1 ~.r, ~ > ~ ~ i C _ - ~ N ~ ~ ~ ~ {wry. t `il. /V / J ' ~i ~I a , ~ / / t' l i ~ ~ , Y t ~ I~ ~ ~ \ { I i' ~ r , t h r~ _ © , 5 ' ~ ~ ~ ~ _ _.~w ~ ~ ~ ~ / r . ~ - 1 ~ ~ '~8, ! ~ ~ O ~ P i ~ ~ - ~ , C 'r I r ~ ~ - t r ~ i r. I ~ ~ - ~ - ' __L~ i ~ 36, f' ~ ~ ~ r / ~ ~ ~ ~ t~ r,,,.- ~ ~ , _ ~ / YI~~~ ~ ~ - ' ~ i ` / _ I I I I I i C L____ L____ ~ , / 1 ~ +Hi '1 ? ~ ~ ~ i' i" , g , ~ 9 ~ ~ - ~ . i _ ~ ~ / ~ / ~ t ~ '~z ~ - GA810N INLET PLAN SCALE; 1"=10' ~ / . ~ ~ 36' P ~ ~ o t -I~ - _ i 8' 12' 6' ~ ~ - ~ } \ ~ ~ ~ .r % ~i x i~ ~ ~ ~ 1 ~ ~ i~ i t_ _ - ~ ` .r'''~.~--~~ ~ ~ ~ ~ r ~ , ~ . ~ Q_ ~ v' d- ~ , % ~ ~ , ~ GAB10N ELEVATION D-D r ~ ~ ~ =x, SCALE; 1"=10' 1 : ~ ~ ~ ;~--rr ~ \ ~ + + } N N ~ i - 6- ~ 1~ I X. P~iP ~ ~ STA. x ~ 1 ~ r A ~ ~ ,r~ ~ ~ ~ 'I ~ ~i ~ k I, j ~ f ~ ' ~ ~ 1 98' 36' 54' 9.7' 10' 10' 3.8' re__RION ,~LEVATION C-C o 10 20 SCALE: 1"=10' 739.5 739.3 739'92 SCALE: 1"=10' , , _ _ 737,97 _ _ _ , , 30' , - 737.10 _ ~ , ~ i I I I-- ~t Z °0 .67 ~ I I , 730,8 ' X00 , + ~ I ; ~ i °~~'Q°OO°o°oo 1 { ~ I ! ' I , I i ' ~ ~ I , --J ~ i g i , i 3' B ~ f~ a ~ ~ ~ ~ , , I - I ~ 8.5' 10.3' 1 10' M - 739. 10' 90' 10,4' I I ~ _ I I - ' ~ 737.75 - - - - ~ 30' A ~ 737.91 737.91 737.62 737.62 A _ 7,33'74 _ . _ _ _ 30 'J T,~4J5 x r S p~ ° 731.44 rr}} V`''°°~ o0 0°~ ~~~°;J 732.14 i}f ~s~ ry, ~y~ n ~ o°°°0 0 0~ SCALE; 1 =10 _ _ 1 +9~ t~~ ~i~~.i 30' ~ ~ 30' DEf.P., i^t':1 ~~ilir~ii! Y ~fIL ~ ~.r~:~~v' ~~:i`i~ iaYi:'I ~"s:~U,`~Titi IyS~~1yiM1,! i 9 8.4' 12.4' 1' 10' _ 739.1 10' 10.4' 736.0 x 7: _ - 737.54, - _ _ _ . 737.81 737 4 737.9 ~ REVISED STREAM CROSSINGS PSC#2 TO 119'. 11 ~06~08 733.0 ~ ~ 738 20 4 ADDED INLET & OUTLET GABION PLAN & SECTIONS ~ N0. REVISION DESCRIPTION DATE SCALE: 1"=10' t0 I o 731.24 31.90 p 0 ~ ~ ; 731.08 0-~' ~0 0° o I d~ O G O _ TOWN OF M 0CK SVI LLE _ .~'°o~••~ESSi ~~~ti~''•, ~ AVON STREET SEWER REPLACEMENT 3&~ 24' ~ i x m 3, ' 10' sEA~ PERMANENT STREAM CROSSING 10' 3.6' 15407 N 18.2' 7 8.82 739:3 739.92 v•~FNGINE~~•••' SHEET , 736 ''~-,,°yN~c; ~R~,+@'' GREY ENGINEERING, INC. 4 737.30 737„97 ~ Anann& Civil Design and Surveying 30' 15.7' 10 30' 0 t0 20 P.O. Box 9 Mocksville, N.C. 27028 OF I p 10 20 z3Too ° ~ t ~ oo °o i.1T n- . 1.67 greyengineering.com DRAWN BY: G. BULLARD PROJ. NO.: 102.183:GE =10 00000 0 0°0 ~oco 0 0 0°° SCALE. 1 -10 _ 3~~r~ DATE: (336)751-2110 DESIGN BY. G. BULLARD DATE: 8~07~08 scALE: 1"=10' SCALE: 1"=10' ~i-~-~~