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HomeMy WebLinkAbout20201741 Ver 1_401 Application_20220815Staff Review Form Updated September 4, 2020 Staff Review Does this application have all the attachments needed to accept it into the review process? * Yes No ID#* 20201741 Version * Is this project a public transportation project? * Reviewer List: * Doug Perez:eads\djperez Select Reviewing Office: * Mooresville Regional Office - (704) 663-1699 Submittal Type:* 401 Application Does this project require a request for payment to be sent? * Yes No How much is owed? * $240.00 $570.00 Yes No Project Submittal Form Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered. Project Type: * For the Record Only (Courtesy Copy) New Project Modification/New Project with Existing ID More Information Response Other Agency Comments Pre -Application Submittal Re-Issuance\Renewal Request Stream or Buffer Appeal Pre -Filing Meeting Date Request was submitted on: 4/18/2022 Project Contact Information Name: Jon Swaim Who is submitting the information? Email Address: jon.swaim@mcgillassociates.com Project Information Project Name: Lyle Creek and Pump Station Project - Division II Gravity Sewer Is this a public transportation project? Yes No Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No Unknown County (ies) Catawba Please upload all files that need to be submited. Click the upload button or drag and drop files here to attach document Lyle Creek PCN - Appendices (reduced).pdf 19.49MB Pre -Construction Notification (PCN) Form ... 401.28KB Only pdf or kmz files are accepted. Describe the attachments or comments: Resubmittal of PCN that was rejected due to pre -permitting meeting request. Sign and Submit By checking the box and signing box below, I certify that: ■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and completE to the best of my knowledge and belief. ■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 40 certification request within the applicable reasonable period of time. ■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); ■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC Genera Statutes (the "Uniform Electronic Transactions Act"); ■ I understand that an electronic signature has the same legal effect and can be enforced in the same way aE a written signature; AND ■ I intend to electronically sign and submit the online form. Signature: Submittal Date: Is filled in automatically. APPENDICES 1. Project Location Map 2. Plans Set 3. UT-2 To Lyle Creek Crossing Map & Profile 4. NCHPO Map 5. USGS Map 6. Location Map 7. Soil Map 8. IPAC Consultation Package 9. Preliminary Jurisdictional Determination (PJD) 10. Impacts Maps APPENDIX 1 Project Location Map APPENDIX LYLE CREEK SEWER LINE GENERAL LOCATION MAP DIVISION VALUE GRAPHIC SCALE wZ>— 0 O Q �CO Y0_ ate= 0 � LL w 0Cio W 0 W W I- Z DV 0 CATAVVBA COUNTY, NORTH CAROLINA CC -u E APPENDIX 2 Plans Set mvsnDNDINANd A, SO 0 A DD.., 3,0 101d OAA0 NOI,DIlddd NDd NOA D NO1530 aDivaan.E00.50NINWLICAL.ADSNOIS.S..VEIN,L, ANONDIN DDE00 AkDAODADO DA 33 SONO. EXISTING CONDITIONS LEGEND EEEE h ME, EI,LA MILO L&. 24242 2:2` 2 2 2' ..0 GENERAL SEWER NO a I ha s2 0 0 I 10 0 1 T PROPOSED SEWER & WATER LEGEND FOR WETLAND STREAM OR RIVERBANK STABILIZATION NORTH CAROLINA LAND UAL ITV SECTION EROSION CONTR NOTES WI— CD C:DI u) CD CO al CO H a 0 Z Z _1 0 < 0-1 al 0 Z Z < CATAVVBA COUNTY, NORTH CAROLINA cri 222222 2D121, Idd SO 012,0292 3120 101d 2,202011,22, NDd NOA D 201530 2.22,2,9E 825022,22k22232201530,,NAVEIN,LVD ANONDIN -D9E0 ND 40D,022,2223321502022 , A, cr , r 7, I• r PROPOSED KORY/CATAWBA PUMP STATION ,vi (DIVISION I) zy 'OII� s s r y • 0,./.'' , i • HICKORY/CATAVVBA VVVVTP '. r 4' fir:' r-LL F co, w O w p CD PROJECT AREA MAP DATE PROJECT FUNDING APRIL 2022 18.00362 N/A 1, • I Io�p I bw pwL'z I LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA • FERC PR( • • KI:;--Hr***** s/ • 4:::4111/ • • s/5 EXISTING • CATAVVBA PUMP STATION I, (TO BE DEMOLISHED) j .y Raego� ' �^e as n y , • 54 NORFOLK SOUTHERN • Lk:. . RAILROAD ,+1 CONNECTION TO ` ty TOWN OF CLAREMONT ' SEWER SYSTEM '� , l NEE miNz �V E CO C.)111i111111 r 18+00 19+00 20+00 21+00 22+00 23+00 29+00 1 06,06E :1no 'AN! ^ IIIIk■1111 - 24" GRAVITY SEVVER LINE STA. 10+00- STA. 23+24 a - 111111•III a3197 f 1H911 IOZ1 66'f6L Z9L 9OII HW :NI A313 931+ZZ a31tlM/M 03S0d0ad 'AN! ViS ' /M OLLARS PER DETAIL N-1 .LED ALONG 29" SEWER LINE ALIGN*.! )T TO EXCEED B0 FT. BETWEEN STA. 1 111!l�1� 1�1 o W ` oo w "; tl . O o d - .w m pp o I 11� 111■111 • 11111 11®III ,�b 11111 11■111 ' - I ZL' 'lno 'AN! o -wz Q ! "ill L.'YIU��. �P 5 •o m < 1 - p �w 1'# I L4 L Zsc L9L SO' 4,2 A3 LZ Abu dol \ I a3n0 1H011 LZ1 HW a1tlm/m 03SO�Oad I iG1 I YL'�i • v0� 1 oLL -- 1• o3P� .. o a .. arm z I a ro m a m w — _ egehti i�`• w - , II a_aa = o� � — - II j LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEVVER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA £9'OSL 16,09E 990S 11 - JNI A3�13 'AM 'AN! d01 a I --- - x���n, _ -- Ili-- EFm_9 -� _''�— _--- op" SLZb+9L 3n00 1H011 ZZ1 MN 03 a]1tlM/M 0d0ad M/M �..._ Nnvr O1NN) —tea PROFILE CALL HORIZ N, 50' VERT. 1"=5' n' ate. Z- Q _I_—�_�i 0_ Ni I �.-'I ap f } � d .t� � 00 I l - i �, 0 -� - MGr_ .'. o f o I . Ill I p p�j/ICo I�III, ?\I11A ___ - S€� - WW- r a i ogW� S0*0 i W ga Grog -pZWB W i4c2=moo azotlpF> Wu g��n 1 ,gym .'L • � g� x'n i c W a` 100 \-59.24 LF 24" DIP 0 0.14% 12+00 13+00 19+00 15+00 16+00 1S'OSL LL 6S'OS.. lL' ZL'fC lnp :NI A313 +9j -AN! 'ANI dol 'tl15 -3103 1 0Z1 H0113 NH 03S0d0ad •1VM/m I( 1 1 Of 1 a a 3zw I " A 1:•i1 z5 5+ i' Z Fi i w I I. ' � � I (' f }00+i1 0 " \ 11 `V -F9Q III 1 w€R=RR&pW .E m�«a�� "L '9�dn: ,gHs9 _ fZ'OSL1n0"ANI 91,09E 9Z'OS _ INI 313 'AN! d01 09'62+2 L 'V1S a3A00 1H011 bZ1 HW 0390d021d a31969/M I� H • f. 9- ' f. II \I \ T II I III 3Zm ,., i - .1 ® I o I ✓ I f # /1 1 II fl'. I9 I II�II I '� paaa - 96'6bL 1S'6SL LO'OSL Z51,5+11 /lno :NI A313 ANII AN! d01 9b1S I d3n03 SZ11 3o HW 03S0dgad X31vm/m • E m ` m m� Q E ap • � ", lI o z a 0. rco o I p `� it .I -`a 1 i _ \ '> I I " o 9, �o rm m rc LL zW L96bL LZ bL S9L 0Z 60N�fb'MV1S 1n0 NI 313 NI NI d01 a In O'1 "'- -"'- 9Z1 00'9LL HW 03S0doad /L'66L 00 :NI A313 ,ANI dpl ( . 3 _ \ IT00112 0�., 9.9\ \ 113M13M 5a3H10 03SOd0�ld 7.9 _ � to orw I `�dr� C— m LZ'09Ls.0L9 :100 'AN! F �V 1-1-1^ W 1 U ^ ^ ^ ^ L91,9a. L9'••+9C 313 d01 'tl1S 10 1 N3A00 11-1011 Sld HW N31VM/M n3S0d02161 A 24" GRAVITY SEWER LINE STA. 23+24- STA. 39+10 1� 1 n 1 1 w Lsi I1 6S'65L Sb'h0/ 99'6S :100 911 303 'AN! 'AN! 0 dAl o I I� o — j 66'9'+SC 'V1S '.4 d3A03 1H011' 9L1 MN a310M/M 3S0d08d �. f 1 of I' ;a I0 a o w5 CC'6SL :100 'AM 0 LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA 11 0Z 49LS L9'S 313 +CC d01 A '01S 93A00 1H011 LL# MN d310M/M n 3S0d08d 1 N' a . o PLAN , z PROPOSED 5' DIA MN #19 \ STA 2+30T0 T _ 1 ' „ pp',, _ -s w/WATER TIGHT COVER • )i /i _ —` o �. N: T20931-96 sae { \ PROPOSED �' �\ \ T drys ab',w.� �r w STREAM 1 ) .z CREEK CROSSING — SMALL �/ \ ' � 7� (PER DETAILS EC-33 & EC 36 11 ' �/ ; .(' - '--A :; CONSERVATION EASEMENT AREA. , s�4'. /i 1 \ i,,, ` FE NOT DISTURB. PLACE SILT i 1 FENCE ALONG Bou NDARv , / Ar--: _ '4 ,- :( ;_, �� �•' PARALLEL To EXCAVATION (TVP.) / � '' �I ,`-•;_- ••�� tRRICATION VALVE / ( ' x '(/ .x,. .••CONRACTOR TO FIELD VERIFY �1��;' / J ( rL • • • IRRIGATION PIPE LOCATIONS (TYP-) P doss 3 Cl n n n xun xv. xnc cn n x x 60 FT. CONTOUR LINE , u FERC BOUNDARY }ui,`i t' _ u• BED N£IUND nMnS ttl DE Sin&L EED DANO fULLI BxWfpMOndLE Nnli No AND NNTVE NC NfRnND YEO o PROFILE SCALE HORIZ 1,50' VERT 1, 5' u era>d air dd> aura>d -00 25+00 26+00 27+00 26+00 29+00 30+00 31+00 321 s b l'SSL f'Z13OL 6 LZ'L :130 NI 313 +LCLC .. N 93A00 1H011 9L/ MN CL _ Q / z && bS'bSL 6S'45 9L L9L OL'0 .,r d3A00 1H011 61#HW 1 _ m ` 0 cL Am z o 6' E N 9Z'8SL .�w....• Q c. ® 59 CC'b5 l9L 39'Z d3A00 1H011 V6L1 HV1 1 kJ n E N ^ i• -_ ^ 8 MATCHLI f 1— S1 53+30 • :otps —1, � � / Ivij' ll ' a vi3zw ` ' 4 / / & 00tp,__- / ,/I/ wNE O aI� 24" GRAVITY SEWER LINE STA. 39+10- STA. 53+30 . I //I } 4 'ANI - I _ ZL 69 L9L1 69L 99L 94'OZ+IS NI A313 A313 'ANI d01 'tl1S ., ell 11-10I1 ZL# H W (17S0d(1NrV =131VM/M - IN z o N_ o� w p I N way I OhIs l I _ a 1 o 222 - LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA yS 1 [ - w Lb / I / $Wu4 •T "i. ., i � / m z��ZZ �Woo A $.� _ �� �$A • y v �� S/i £G� z ` WiYC'o Wd p5O0+ab / i// / J i Fa=,s p • / ,/ ,jogg; '/ ,/v y^ , ; W�-i . Wi 40tbb ' i �R=QQ �� 11I ` 0 01 } 6 fb ZL9L V ZL9LNI ZZ Ina NI +Lb ANI 'ANI d01 VlS 113A03 1H011 d3.6M/M PROFILE SCALE HORIZ 1, 50' VERT 1, 5' 1 • • 1 1 39+00 40+00 41+00 42+00 93+00 99+00 95+00 96+C - > J I / Ry / / 00+tp I / /: / / rvY 4 / o/ / aS s I W 6 { • � Nw,-.. 04+6EtlLS 11 �� I I I I I I I I I I I I IW w - 6§rsAa S�i Josa�ryc =•� - • - oa ' " Ld11,1 I w 4 bL'09L 06 6L'09L S9L bL'L 100 NI A313 +fb ANI 'ANI d01 'tl1S z 'mm tl3A03 1HOI1 =131VM/M 300 Odd 1 VII 116 o 1 _ a o =NEE m� m � z o I �V E r r ; MATCH LINE STA 68+45 —7'7T7 I X 00+89 ' i v � m '� v N 11 € =Q� n�� 2 z `azi qa x & w O = 1 F. F. F. P.. 24" GRAVITY SEVVER LINE STA. 53+30- STA. 68+45 1 w o: + �'04z"r a wz� oao 62+00 63+00 64+00 65+00 66+00 67+00 68+00 68, II II N g 9 Y I 59 �__ - --II ab+9' I j I .`I �m al �� l' j�l ILA IiI�J%r����fL g dp oa=' ���oK zG€ yN'n I I1 x UNN z` i bL9 t 00 I Er •$E -- 8303 H011 I o o 1 1 El 1- f � �L j'ij �,\ � a/ 1 \• pkk1 a� woo F I I I LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEVVER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA 6. f9L d3 00 H011 SN FIN �� s= V iJi/5_I o ,- PROFILE SCALE HORIZ N, 50' VERT 1, 5' STE r. �l9 00+09 00+65 00+95 00+59 00+99 «-T w ? 213 LZ 03 L'Z9 9L H6'9.+09 H`VIl :NI 313 3 ,..1 • '�o ! ; '� 1 a +BS + '` I ) 6# HW 3S0d Od °. 4Et , rri o w r i T o _ 0 ®_ ! ` Zf'Z9L 96 f 29 9L :100 :NI 313 83 03 OL1 MN MN 350d 3S0d ' ' ILy i a., �'w„ � - ��,. to w / / ij 6� �� - li' / /.� - - ,: CC CC - - \ \ \ \ -1 a v, z �., I L �., m c' Gmz m 1 lag 9L 313 d3 00 LL/ H011 HW 2131VM/M 390d OMd $ 1 - till 1 S W o 0 U F. P.n n n n :NT PIPE S) a� zo ara>> 3 Min ��3 82+00 83+00 831 24" GRAVITY SEWER LINE STA. 68+45- STA. 84+33 w d 8 1N3V1NOI1 = V IN3V9V.`1I10 ZZ'S9L LZ'S9L Z9 ZLL ' Sl'9f OCAS' d3A00 1HOIL \ L# NH0350d0i1d o No 0L'S9L 99'ZLL Sl'S9L L9'ZL*09 ILf10 NI +09 D:3in �zz �3in �zz 77+00 78+00 79+00 80+00 81+0 w 61- ® d3A00 1H011 Z# FIN d31tl 03S0d o I a 12 a i o�°� Yz E LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA 1 SL'49L ILf10 0b'ZeLL9 LS'4L+LL 42 A313 213003 11-1011 f1 HV1 21310 0350d 11 PLAN LPROPOSED PROXIMATE ONLY. EXACT LOCARONS MILVIY Of POLES ID III AW114,1f InagOtEtriAtAZEWITNGELT MIND ON GENERAL NOTES •ND LEGENDS 01 PROFILE SCALE HORIz. 1, 50' VERT. 1, 5' of o 199 034d» 72+00 73+00 79+00 75+00 fS 1 0f•49L :Lno }SS 9l b9L 1LL 6L'OL+fL .NI A313 213003 11-1011 41 HV1 21310 0350d m 1 ® z f - 120'.66 LF 24 DIP ®0.10R1 Ti S6'59L ILf10 'AN! b' 'ANI - 96'69L 0't-9� 09'SL+OL NI A313 d01 n '01S f w - - 83A00 1H011 S# HV1 8319M/M 03S0d08d 2 A - J ma�z E g _ n ICI — ( / 0 z a 0L'f9L ILf10 'AN! -_ , an - S 8£'69L SL'f9L 4L'fL+99 :NI A313 * 'AM m d01 n '415 S d3A00 1H011 9# HVIn0350dOtld d310M/M n n n n r r r 22 mvsnD NDIN,d Idd 04 04 0000404, 3,0100d OM, NO11,10d, NDd NOA 0 NO1530 aDivaan.E00.50NINWLICAL.ADSNOIS.S..VEIN,L, ANONDIN 09E00 048 400050 C44133,450VONG4 W W • 0) U W L1_ 0 a_ 0 0 0 O O a) Ln o J Q Q '0 z U E O 1 z I 0 o > E W J Q Q LJ 0 o_ r r 0,1 5 0.4 OS'99L 1n0 'ANI Z6 ILL 313 d01 SS'L•+06 'tl1S 93A00 1H011 931VM/M Sd3H10 A9 FIN a 3S0d00d LZ'99L .100 'ANI 9£'99 :NI 'AN! 00'£LL 313 d01 Sf'9 +69 'V1S 9S# HLN n 3S0d09d 46'S9L an0 'AN! l0'99 .NI ANI aL'bLL A313 d01 90'00+L9 'tl1S 93A03 1H011 931VM/M 9b# HW 03S0dodd o9's9L :1n0 'ANI 9'S9L .NI ANI L6ZLL A313 d01 LO'f +99 'tl1S 113A03 1H011 1131tlM/M 9f# HW 03S0dodd Ob S9L :1n0 'ANI Sb'S9L .NI ANI 6b'LLL A313 d01 179'b9+Z9 'tl1S 113A03 1H011 1131tlM/M 9Z# HW 3S0d021d LZ'S9L :NI 'ANI 797Z/i Alll nI S L'9f+L9 'tl1S d3A03 1H011 d 31VM/M 'L# HW 03S0dodd 8 8 8 AS NOTED CATAVVBA COUNTY, NORTH CAROLINA LII LLS mQ Ern -V E H VENTED STACK O z w w ww U a MISCELLANEOUS DETAILS TYPICAL GRAVEL ROAD CROSS-SECTION AS NOTED CATAVVBA COUNTY, NORTH CAROLINA i@ 1nnouummFi•: auuuuumiF7 _•4K 0 tit �F�E i fi ka d1. ec 0 t a LII LLS mQ -V E ("NJ Lii (=g w LI-) = . 1 1 •• fi 15 1 • 4 I 22 f i' .1 9 11 1 § MISCELLANEOUS DETAILS ) 2: -" MD 101 g - la ...5 ... AS NOTED I- 7 iL°422 i; FlatigiA44,77 1112 "OM hia w . :5r ' 5 ' 1 1 9 99 Z ; 5 .12 229 ifiviz... h N 2 dc , • g , , ,, z t I ' 1 1 t * :d ? , .ffl ..: '''114''. a i g g , 1 I ! E NI. ' 42.'"'''' 2 ; < ' 1 g * 777 RV bEPEN SMALL r PER AP ZEEK ,? .,. a LI ' g la " kt 1 ; .. ., ••,. ., ,,,b . LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEVVER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA '' -- _A ,,) c Z N = t 1 8 c 1 1 • , 6 4 r fa,,, : kl *•". 2. 22 ••Ael.; . 4 Lan- g 1 rV. am -1— P21 i't 5- Z ligitAtAt gd . ' 2 I_ _I z 11=iMMMI — ; 1 '2 ... '-' - h 1 .1 --,E ! P 1 9 (0,_ . r • ' 1 b IN a i ...1 gt„ lit .ok 4 h* pg 6'11 .t h 1 I t. _. li el g 2a 5 8 44 \ 4 omiommimi9 '' 22 20 A )*-41014 • km.m.m/A .,. :41 A Ail! 469ageitt • V;/ ii.0 -2 { 9- E l' ; S Pi ' i $ NillEMOMk ,!2'2 "g1 414- a 1 - am 11° stg 1 1 19 g! w i orm" 4As1,I4 1i:5t- . Ilw€gi nt : I1' .2. .,.,' LJ 1 1Igril0 E ; 'ril10 4g2iIl,A 1gLa Ii.I, ro4N ;Mm ; ,5 !1, 1 11 11 2: g —1l it°oi,• 1 22a .t I1.;51s CI 1 d , .• 1. ; R g il ,, r F.. „,-,..., '_,•,,-g, ,r, 'WIN gi `7 a ir Ls .ko 2(2) ... .8 N. . 1. al. 11 2 Q.; i2 il 1 ' - • .il I - 1110 4 ( z PP__ 1 w 5 - U E 1 = ' 511111 ilA. I W a 44 ii 1 It < g 8 a. N r'Ti!q% I ,-z.,le, . L.I '4.22ial* 1 Lui - ce ADvsnDNDINitld Idd 0 4 0 3,0 101d ONAONOI,DIlddd NDd NOA D NO1530 aDivaan.E00.50NIN,ICAL.ADSNOIS.S.:INNAVIDN,VD ANONDIN -D9E00 NDIDD,SONINWNDA133NLLSOVOLla Cf-) H w C=2) w L.C, x 1 0) (_) MISCELLANEOUS DETAILS d 2 iliji 4 '1. 1 .0 22 22 22 Mil " 2 2 2222 1 0 :g 22 22 101%bt ' 2 Nli 2 116r. , I 2222 2 1 I _ 02 oN 10 w 0 .. ,, - I[ A igi (1) !'. ' • .vo NG CULVERT PR ' Litiit '141‘• I _1 1 L — 1 47, '>>./- . OK; I I ,P, gii LEJ AS NOTED o, • -, . I " il 0 ig , V 0 . IISI: 1 mr 2 El r.0, t ',' 1115111 ' i' lu . - It II' . . _ ' r ' I 1 0 "g i 5 •,2 .z.,•.• .E 0 .. . g in ... i•?, O. LYLE CREEK AND PUMP STATION PROJECT- DIVISION II GRAVITY SEVVER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA § ; ../A ti 1 1 1 f i L f r I r r r f i r f r .5! ' il 2 . . _Lc 6g 0 '' _ 1, t . - . ' ,.: i! 44.-. 2.2 22‘41 - - - — § ' r% h ER 5 .9 e 2, 6,:t iii,, lir! On! 2 -,63ig .2.....,,,-.1,1 <"8 U r 2 '72 -2 r 2 I m q ,g \ 4 • '''.- 1 ' x = 2 g .‘ • ifigh ' ' il 0 1 ig t , / ,.., L.. iii.. il , 5 95 g h 1:1 < 11: 1 T, a 0 1 Is !:1- . N5 al:e 2 p W W Oil il .1 g a . „ <!. 0 ' cCS I 0 . ... m a gi r 'E g 0 "ItUrr :a4 h 2 gi OA :g 11 LI 2 xh. ill NI egg ir 2L2 E '• ..1 0 : L. 1 m.2 4 1 , 6 ° 1 0 P, eSILT FEN( ""aMTZ' Oh 4 ':a a. iiiI 5 U E .1 w r --Nc 0.,24.4 1 ' ‘ , , . . Li! . 3 all C,:11 D a , AAvsnA NDIN,d Idd 0 4 0 3,0 101d ONAONOI,DIlddd NDd NOA D NO1530 aDivadn.E00.50NAA,ARADNGSNO1530,5AWAtleN,LVD ALIONDIH .E00 1,840nSONM,ICA133.50VO. W O 0) U o= - MISCELLANEOUS DETAILS oo`>� 'a max o0 o� -E 0 3�^ Sao HE `s 0 1.. a3 m - - - g RE PITS Nrer uxlmuU wx � ix IreuUwx mm mu x�xsuses DEWATERII, BORE PIT DETAIL is g g $, 'hge 8ya s e :s 1. 18 YY a y Q �2 �1 d: `:3 ; is a Y4kym W Wktt Q y gt AS NOTED _ U Ua U _ hom��_ma L , Ytl`"+gag 4tlg3 ky. Zgi V §.f 3.3Ya e�S F38g Y`4�8 9 p $INE za p Y LY E.%k'n 'yg'yg�Y E y°: a4 a/1 iaa,naiaSe3exa: _ Ygyi Ya :. SOS gF$y Z yy un 4�# E. Q 'R$ 2 gay yes 9' ybzz "14 nYaM' e 'I _ aei: tl LYLE CREEK AND PUMP STATION PROJECT— DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 IDS I IBI. 1 e - - S e i - - _ a 1 e^no e� _ _ !i=' 1 11�! ;'iI MI l'l1�l11111l! li r 1: III11 illid 1 111111111111 1 11111 i 1i!EL1 NCGO1 SELF -INSPECTION, RECORDKEEPING AND REP( fi e 8s l.1,# �elii I�gff�ii�fi9 ifllii II! IIII j 11 I � e" m d 1 �s d p o d8 mg g HIE I?tig 1 1 f 111Pill i ,i�� R 11 ;l t9 :.r .1�111. a e z. e ; s F y1 E&� $ ! r sa 3- a e t i]3 i1 ` - /F ill Ii + 1 1 1'_ 111! I yI��I a 11 } II II 11I k i1i f 1] 1 511 : i i' Ijj E�1 31 1€; ' 1!iI!I]Ji m i [I}}�lFI1 tt1111! I i1 1} din! 1 it tii:I! ill' I ' .n. . I ing III\ \\\\\\ vy �y3[ T .; xlm =cca :ky1 . a° y:e a 1a \—' a a sau�$ > g ilg rk2 : +. z gse a1�2 §` ii.u_ aiGy „g Y�yg Yem Fo ge - A SS a� sa 5:.k� � 11 a:s is F a s§ i J ,bl k€� g` �� z_ / shy aie 9" uyi� Y �� 4ES4 8qq ,- � y yid je'$}, SQ APPENDIX 3 UT-2 To Lyle Creek Crossing Map & Profile N I 0 ce = w O Q u \\ \ \ // H \ p inO \\ z� \\/ ^� f NH�O \° \ d /V �I p ED c0 W + W Q \\ / \/(%%/ //y��/ �� jig/ /7 / �I/1// // // / // NN P / / -\ \\ \\ \1 \ \\\\\ i 1 / /, / / / \ \ 1\\\ \\\\\\1 11 / / / � 1 A\\ \, 1 \ \ 11 , I ! / G / / 1\ \\\ 111i 1, �/ . � \\11\\111 v\ 40 r W < Z Z cO m O ~ Z 0 0 U 0 0_ w o� co w w X (/) d 0 CC QOQ0_ 0 0 NMw� O J N p W LLJ 000 S�0 H d MVl 5m< M O Z . 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SdVIN 03,0daNO,V1N3INN0,11AN,GdiNAA -naoria - a ,msis,roada.aisavoa.-1 APPENDIX 6 Location Map Alwa,amo-1 X31V .1,i9/17 31V0 10-Id Si. SdVIN 03,0daNO,V1N3INN0,11AN,GdiNAA -naoria - a ,msis,roada.aisavoa.-1 APPENDIX 7 Soil Map 008296E M„TZ,b°T8 -I - M„85S 018 z a 009396E 003396E 008696E L 009696E OO1769E£ I OO8Z96E 009396E OObZ96E 003396E 000396E 008696E 009696E OOb696E 1 M„TZ,b °T8 Map Scale: 1:11,200 if printed on A landscape (11" x 8.5") sheet. zQ M„85s °T8 N (h N 0 0 a) ✓ 0) d (1) U > 6 � U a) • m o a) U fl 0 U CO 0 CO z Natural Resources Conservation Service 0 0 / 0< _0 0 / $ MAP INFORMATION MAP LEGEND E -41 ƒ 0 measurements. Very Stony Spot Resources Conservation Service / 92 \\=E o c� w� — o =E »-5��� co _ / o°E co w j \ m ) < 2 / -D D® -N ƒ /\)) W G \ § k\ \ \�m� co-® o oW</ \ \\ j/{\ j\ / Ecow / /t/ƒf 2 ]EE so )G/\]-2\) j—=CD sa w0®t °- -� CD k Z E \w<ow ww �� - - - a /§m� \ ) \ E 2 .. 2 3 2 o ƒ\/ /\}co\ —\ /0 2 /_E # E�o[o g o =0 \§- ��§ \ \ \/ CO \��3 «Rme = &» wE0) \\\ //\ƒ§ Ho \j \) a§ &Sf§ / / § ■ g IS 4 Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points ■ Special Line Features % Special Point Features Water Features Streams and Canals Closed Depression \ 0 Gravelly Spot I Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop / & G G g K o X 0- G« O + Severely Eroded Spot / J \ m # V. 2 /§ = co §{ // co Natural Resources Conservation Service Soil Map —Catawba County, North Carolina Study Area Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CfB Clifford sandy loam, 2 to 6 percent slopes 0.6 7.8% ChA Chewacla loam, 0 to 2 percent slopes, frequently flooded 0.6 7.5% CsA Codorus loam, 0 to 2 percent slopes, frequently flooded 0.5 6.5% DaA Dan River loam, 0 to 2 percent slopes, frequently flooded 5.6 75.3% PeE Pacolet soils, 10 to 25 percent slopes 0.2 2.4% PsF Pacolet-Saw complex, 25 to 45 percent slopes, stony 0.0 0.5% Totals for Area of Interest 7.4 100.0% USDA Natural Resources Web Soil Survey 4/6/2022 Conservation Service National Cooperative Soil Survey Page 3 of 3 APPENDIX 8 IPAC Consultation Package United States Department of the Interior FISH AND WILDLIFE SERVICE Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 Phone: (828) 258-3939 Fax: (828) 258-5330 http://www.fws.govinc-es/es/countyfr.html In Reply Refer To: Project Code: 2022-0029216 Project Name: Lyle Creek and Pump Station Project - Division II Gravity Sewer April 07, 2022 Subject: List of threatened and endangered species that may occur in your proposed project location or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The enclosed species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). Please note that new species information can change your official species list. Under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. The Service recommends you visit the ECOS-IPaC website at regular intervals during project planning and implementation to ensure your species list is accurate or obtain an updated species list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A biological assessment (BA) or biological evaluation (BE) should be completed for your project. A BA is required for major construction activities (or other undertakings having similar physical impacts) considered to be Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)) (NEPA). For projects other than major construction activities, the Service suggests that a BE be prepared to determine effects of the action and whether those effects may affect listed species and/or designated critical habitat. E?ects of the action are all consequences to listed species or 04/07/2022 2 critical habitat that are caused by the proposed action, including the consequences of other activities that are caused by the proposed action. A consequence is caused by the proposed action if it is reasonably certain to occur and would not occur "but for" the proposed action.. Recommended contents of a BABE are described at 50 CFR 402.12. More information and resources about project review and preparing a BA/BE can be found at the following web link: https://www.fws.gov/office/asheville-ecological-services/asheville-field-office-online-review- process-overview. If a Federal agency determines listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. The Service is not required to concur with "no effect" determinations from Federal action agencies. If consultation is required, the Service recommends that candidate species, proposed species, proposed critical habitat, and at -risk species be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or licensed applicants, can be found in the "Endangered Species Consultation Handbook" at the following web link: https://www.fws.gov/media/endangered-species-consultation- handbook. Migratory Birds: In addition to responsibilities to protect threatened and endangered species under the Act, there are additional responsibilities under the Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to protect native birds from project - related impacts. Any activity, intentional or unintentional, resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by the Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). More information about MBTA and BGEPA can be found at the following web link: https://www.fws.gov/program/migratory-birds. We appreciate your consideration of Federally listed species. The Service encourages Federal agencies to include conservation of threatened and endangered species in their project planning to further the purposes of the Act. Please contact our staff at 828-258-3939, if you have any questions. In any future correspondence concerning this project, please reference the Consultation Code which can be found in the header of this letter. Attachment(s): • Official Species List • USFWS National Wildlife Refuges and Fish Hatcheries • Migratory Birds • Wetlands 04/07/2022 1 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Asheville Ecological Services Field Office 160 Zillicoa Street Asheville, NC 28801-1082 (828) 258-3939 04/07/2022 2 Project Summary Project Code: Event Code: Project Name: Project Type: Project Description: 2022-0029216 None Lyle Creek and Pump Station Project - Division II Gravity Sewer Wastewater Pipeline - New Constr - Below Ground Overall, the proposed project, new 24-inch gravity sewer line pipeline, extending from a proposed manhole on the south side of McLin Creek to a proposed pump station at the Hickory -Catawba Wastewater Treatment Facility (H-CWWTF). The gravity main would have the capacity to deliver an average of 2.1 million gallons per day (MGD) of raw wastewater with half full capacity at the minimum slope. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/@35.7131659,-81.08107737495122,14z 4:Y Catawl:a I 'I Counties: Catawba County, North Carolina 04/07/2022 3 Endangered Species Act Species There is a total of 5 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Reptiles NAME Bog Turtle Glyptemys muhlenbergii Population: U.S.A. (GA, NC, SC, TN, VA) No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/6962 Insects STATUS Threatened STATUS Similarity of Appearance (Threatened) 11.LL STATUS Monarch Butterfly Danaus plexippus Candidate No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9743 04/07/2022 4 Flowering Plants NAME STATUS Dwarf -flowered Heartleaf Hexastylis naniflora No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/2458 Schweinitz's Sunflower Helianthus schweinitzii No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/3849 Threatened Endangered Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 04/07/2022 1 USFWS National Wildlife Refuge Lands And Fish Hatcheries Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA. 04/07/2022 1 Migratory Birds Certain birds are protected under the Migratory Bird Treaty Act' and the Bald and Golden Eagle Protection Act. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. 1. The Migratory Birds Treaty Act of 1918. 2. The Bald and Golden Eagle Protection Act of 1940. 3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a) The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To learn more about the levels of concern for birds on your list and how this list is generated, see the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that every bird on this list will be found in your project area. To see exact locations of where birders and the general public have sighted birds in and around your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing the relative occurrence and abundance of bird species on your list are available. Links to additional information about Atlantic Coast birds, and other important information about your migratory bird list, including how to properly interpret and use your migratory bird report, can be found below. For guidance on when to schedule activities or implement avoidance and minimization measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be present and breeding in your project area. NAME BREEDING SEASON Bald Eagle Haliaeetus leucocephalus This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention because of the Eagle Act or for potential susceptibilities in offshore areas from certain types of development or activities. Prairie Warbler Dendroica discolor This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Prothonotary Warbler Protonotaria citrea This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Breeds Sep 1 to Jul 31 Breeds May 1 to Jul 31 Breeds Apr 1 to Jul 31 04/07/2022 2 NAME Red-headed Woodpecker Melanerpes erythrocephalus This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Rusty Blackbird Euphagus carolinus This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA BREEDING SEASON Breeds May 10 to Sep 10 Breeds elsewhere Probability Of Presence Summary The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to interpret this report. Probability of Presence (■) Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your project overlaps during a particular week of the year. (A year is represented as 12 4-week months.) A taller bar indicates a higher probability of species presence. The survey effort (see below) can be used to establish a level of confidence in the presence score. One can have higher confidence in the presence score if the corresponding survey effort is also high. How is the probability of presence score calculated? The calculation is done in three steps: 1. The probability of presence for each week is calculated as the number of survey events in the week where the species was detected divided by the total number of survey events for that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is 0.25. 2. To properly present the pattern of presence across the year, the relative probability of presence is calculated. This is the probability of presence divided by the maximum probability of presence across all weeks. For example, imagine the probability of presence in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any week of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. 04/07/2022 Survey Effort (I) Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 10km grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. • probability of presence breeding season 1 survey effort — no data SPECIES JAN FEB MAR fillBald1111 1111 1111 ail 1111 1111 A+IOCTII ill DECIIIBldbe BCC PrairieRanWarbler --- ---- +-�� +11— 1111 1111 1111 —-- ---- ---- ---- (CON) Warbler°tom--- ---- +�.� 1111 1111 1111 III 1+— —-- ---- ---- ---- BCC Rangewide (CON) Red-headed Woodpecker --- ---- +��� BCC de '—'III 1111 1111 1111 �rt-- ---- ---- ---- (CON) Rusty Blackbird ---- ---- - i , , +--- ---.— ---- ---+ -1-1—.- BCC - BCR Additional information can be found using the following links: • Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.php • Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/ management/proj ect-assessment-tools-and-guidance/ cons ervation-measures.php • Nationwide conservation measures for birds http://www.fws.gov/migratorybirds/pdf/ management/nationwidestandardconservationmeasures.pdf 04/07/2022 4 Migratory Birds FAQ Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory birds. Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures or permits may be advisable depending on the type of activity you are conducting and the type of infrastructure or bird species present on your project site. What does IPaC use to generate the migratory birds potentially occurring in my specified location? The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from data provided by the Avian Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project intersects, and that have been identified as warranting special attention because they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a particular vulnerability to offshore activities or development. Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area. It is not representative of all birds that may occur in your project area. To get a list of all birds potentially present in your project area, please visit the AKN Phenology Tool. What does IPaC use to generate the probability of presence graphs for the migratory birds potentially occurring in my specified location? The probability of presence graphs associated with your migratory bird list are based on data provided by the Avian Knowledge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen science datasets . Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your 04/07/2022 5 project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? Migratory birds delivered through IPaC fall into the following distinct categories of concern: 1. 'BCC Rnngewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species and groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to you in your project review. Alternately, you may download the bird model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence and habitat use throughout the year, including migration. Models relying on survey data may not include this information. For additional information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact Caleb Spiegel or Pam Loring. What if I have eagles on my list? If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts occur. Proper Interpretation and Use of Your Migratory Bird Report The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of priority concern. To learn more about how your list is generated, and see options for identifying what other birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in my specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no 04/07/2022 6 data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. 04/07/2022 1 Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. WETLAND INFORMATION WAS NOT AVAILABLE WHEN THIS SPECIES LIST WAS GENERATED. PLEASE VISIT HTTPS://WWW.FWS.GOV/WETLANDS/DATA/MAPPER.HTML OR CONTACT THE FIELD OFFICE FOR FURTHER INFORMATION. 04/07/2022 2 IPaC User Contact Information Agency: Hickory city Name: Alex Lowdermilk Address: 1240 19th Street Lane NW City: Hickory State: NC Zip: 28601 Email alex.lowdermilk@mcgillassociates.com Phone: 8285140345 APPENDIX 9 Preliminary Jurisdictional Determination (PJD) mcgill April 8, 2022 Shaping Communities Together Catherine Janiczak US Army Corps of Engineers Asheville Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 RE: Lyle Creek and Pump Station Project — Division II Gravity Sewer Preliminary Jurisdictional Determination Catawba, North Carolina Dear Catherine: This letter is to request confirmation of a Preliminary Jurisdictional Determination (PJD) on the referenced site. The request is based on data, site observations, and site visits on January 25, 2019. Specifically, we are requesting confirmation of the jurisdictional limit of two unnamed tributaries to Lyle Creek, one unnamed tributary to McLin Creek, and associated wetlands; all are shown and labeled on the attached Delineation Maps. Included in this letter are the following: • Agent Authorization Form • PJD Request Forms • Location Map • USGS Topographic Map • Delineation Maps • Photo Sheets • Soils Map • Stream ID Sheets • Wetland Determination Sheets Please include McGill Associates on the copy list of all correspondence for this project. If you have any questions regarding this information, please contact me at 828-328-2024. Sincerely, MCGILL ASSOCIATES, PA JON SWAIM Project Manager / Environmental Services L:\Broadstreet\Projects\2018\18.00362 - Hickory - Lyle Creek WWPS MCGILL ASSOCIATES 1240 19th Street Lane NW, Hickory, NC 28601 / 828.328.2024 / MCGILLASSOCIATES.COM r�l r me III Shaping Communities Together AGENT AUTHORIZATION FORM PROJECT NAME: Lyle Creek Sewer Improvements PROPERTY LEGAL DESCRIPTION: DB:3165,PG:1693; DB:0000, PG:2006; DB:3053, PG:1269; DB:2741,. PG:0807, DB:1721, PG:0094 (Utility ROW) PARCEL ID. 378218413604, 378218412910, 378217103129, 377108897962. 377220708280 (Utility ROW) STREET ADDRESS: N Main Street and 3rd Avenue NW, Catawba, NC 28609 Please Print Representative: Mr, M. Shawn Pennell (If Representative) Titie: Public Utilities Director, City of Hickory The undersigned do hereby authorize: Jon Swaim , of McGill Associates P.A. (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Representative's Address (if different than property above): City of Hickory 76 North Center Street Hickory, NC 28601 Telephone: 828-323-7400 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Authorized Signature Date: f:5,210ZZ MCGILL ASSOCIATES 1240 10 Street Lane NW, Hickory, NC 28601 / 828.328.2024 / MCGILLASSOGIATES,COM Jurisdictional Determination Request US Army Corps of Engineers Wilmington District This form is intended for use by anyone requesting a jurisdictional determination (JD) from the U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting information, as described within each category, with your request. You may submit your request via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project manager of the county in which the property is located. A current list of project managers by assigned counties can be found on-line at: http: //www. saw. usace. army. mil/Missions/RegulatoryPermitProgram/Contact/CountyLocator. aspx, by calling 910-251-4633, or by contacting any of the field offices listed below. Once your request is received you will be contacted by a Corps project manager. ASHEVILLE & CHARLOTTE REGULATORY FIELD OFFICES US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, North Carolina 28801-5006 General Number: (828) 271-7980 Fax Number: (828) 281-8120 RALEIGH REGULATORY FIELD OFFICE US Army Corps of Engineers 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 General Number: (919) 554-4884 Fax Number: (919) 562-0421 WASHINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 2407 West Fifth Street Washington, North Carolina 27889 General Number: (910) 251-4610 Fax Number: (252) 975-1399 WILMINGTON REGULATORY FIELD OFFICE US Army Corps of Engineers 69 Darlington Avenue Wilmington, North Carolina 28403 General Number: 910-251-4633 Fax Number: (910) 251-4025 INSTRUCTIONS: All requestors must complete Parts A, B, C, D, E, F and G. NOTE TO CONSULTANTS AND AGENCIES: If you are requesting a JD on behalf of a paying client or your agency, please note the specific submittal requirements in Part H. NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that all JD requests must include the current property owner authorization for the Corps to proceed with the determination, which may include inspection of the property when necessary. This form must be signed by the current property owner(s) or the owner(s) authorized agent to be considered a complete request. NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for JD requests associated with North Carolina Department of Transportation (NCDOT) projects will be conducted according to the current NCDOT/USACE protocols. NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should also request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. Version: May 2017 Page 1 Jurisdictional Determination Request A. PARCEL INFORMATION Street Address: 109 3rd Ave NW City, State: Catawba, NC County: Catawba Parcel Index Number(s) (PIN): 378218413604, 378218412910, 378217103129, 377108897962, 377220708280 (U1iI y ROW) B. REQUESTOR INFORMATION Name: Jon Swaim Mailing Address: 1240 19th Street Lane NW Telephone Number: Electronic Mail Address: Select one: Hickory, North Carolina 28601 828-328-2024 jon.swaim@mcgillassociates.com I am the current property owner. I am an Authorized Agent or Environmental Consultant' Interested Buyer or Under Contract to Purchase Other, please explain. C. PROPERTY OWNER INFORMATION2 Name: Utility Easements; City of Hickory; Joseph Garmon; To Mailing Address: 1441 9th Ave NE Telephone Number: Electronic Mail Address: Hickory, NC 28601 828-323-7427 spennell@hickorync.gov ' Must provide completed Agent Authorization Form/Letter. 2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record). Version: May 2017 Page 2 Jurisdictional Determination Request D. PROPERTY ACCESS CERTIFICATION3,4 By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on - site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. I, the undersigned, am either a duly authorized owner of record of the property identified herein, or acting as the duly authorized agent of the owner of record of the property. Jon Swaim Print Name Capacity: ❑ Owner ❑✓ Authorized Agents 4/8/2022 Date Signatu E. REASON FOR JD REQUEST: (Check as many as applicable) El I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all aquatic resources. ✓❑ I intend to construct/develop a project or perform activities on this parcel which would be designed to avoid all jurisdictional aquatic resources under Corps authority. ❑ I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps, and the JD would be used to avoid and minimize impacts to jurisdictional aquatic resources and as an initial step in a future permitting process. ❑ I intend to construct/develop a project or perform activities on this parcel which may require authorization from the Corps; this request is accompanied by my peil lit application and the JD is to be used in the peimitting process. ❑ I intend to construct/develop a project or perfoilu activities in a navigable water of the U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of the tide. A Corps JD is required in order obtain my local/state authorization. I intend to contest jurisdiction over a particular aquatic resource and request the Corps confirm that jurisdiction does/does not exist over the aquatic resource on the parcel. ❑ I believe that the site may be comprised entirely of dry land. ❑ Other: E 3 For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E. 4 If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a continuation sheet. 5 Must provide agent authorization form/letter signed by owner(s). Version: May 2017 Page 3 Jurisdictional Determination Request F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One) ❑✓ I am requesting that the Corps provide a preliminary JD for the property identified herein. A Preliminary Jurisdictional Determination (PJD) provides an indication that there may be "waters of the United States" or "navigable waters of the United States"on a property. PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all waters and wetlands on the property will be treated as if they are jurisdictional "waters of the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is "preliminary" in the sense that an approved JD can be requested at any time. PJDs do not expire. I am requesting that the Corps provide an approved JD for the property identified herein. An Approved Jurisdictional Determination (AJD) is a determination that jurisdictional "waters of the United States" or "navigable waters of the United States" are either present or absent on a site. An approved JD identifies the limits of waters on a site determined to be jurisdictional under the Clean Water Act and/or Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be posted on the Corps website. A landowner, permit applicant, or other "affected party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years (subject to certain limited exceptions explained in Regulatory Guidance Letter 05- 02). I am unclear as to which JD I would like to request and require additional information to inform my decision. G. ALL REQUESTS n Map of Property or Project Area. This Map must clearly depict the boundaries of the review area. Size of Property or Review Area 7.25 acres. ❑ The property boundary (or review area boundary) is clearly physically marked on the site. Version: May 2017 Page 4 Jurisdictional Determination Request H. REQUESTS FROM CONSULTANTS Project Coordinates (Decimal Degrees): Latitude: 35.713620 Longitude: -81.085157 A legible delineation map depicting the aquatic resources and the property/review area. Delineation maps must be no larger than 11x17 and should contain the following: (Corps signature of submitted survey plats will occur after the submitted delineation map has been reviewed and approved).6 • North Arrow • Graphical Scale • Boundary of Review Area • Date • Location of data points for each Wetland Determination Data Form or tributary assessment reach. For Approved Jurisdictional Determinations: • Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404 wetlands, etc. Please include the acreage of these features. • Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries, impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary, open water, relatively permanent water, pond, etc. Please include the acreage or linear length of each of these features as appropriate. • Isolated waters, waters that lack a significant nexus to navigable waters, or non - jurisdictional upland features should be identified as Non -Jurisdictional. Please include a justification in the label regarding why the feature is non jurisdictional (i.e. "Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage or linear length of these features as appropriate. For Preliminary Jurisdictional Determinations: • Wetland and non -wetland features should not be identified as Jurisdictional, 404, Waters of the United States, or anything that implies jurisdiction. These features can be identified as Potential Waters of the United States, Potential Non -wetland Waters of the United States, wetland, stream, open water, etc. Please include the acreage and linear length of these features as appropriate. n Completed Wetland Determination Data Forms for appropriate region (at least one wetland and one upland form needs to be completed for each wetland type) 6 Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Regulatory-Permit- P ro gram/Juri s dictio n/ Version: May 2017 Page 5 Jurisdictional Determination Request ✓❑ Completed appropriate Jurisdictional Determination form • PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the Aquatic Resource Table • AJDs, please complete an Approved Jurisdictional Determination Form' Vicinity Map Aerial Photograph USGS Topographic Map Soil Survey Map Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps) Landscape Photos (if taken) NCSAM and/or NCWAM Assessment Forms and Rating Sheets NC Division of Water Resources Stream Identification Forms Other Assessment Forms www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/JD/RGL 08-02 App A Prelim JD Form fillable.pdf ' Please see http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Jurisdiction/ Principal Purpose: The information that you provide will be used in evaluating your request to determine whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory authorities referenced above. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies, and the public, and may be made available as part of a public notice as required by federal law. Your name and property location where federal jurisdiction is to be determined will be included in the approved jurisdictional determination (AJD), which will be made available to the public on the District's website and on the Headquarters USAGE website. Disclosure: Submission of requested information is voluntary; however, if information is not provided, the request for an AJD cannot be evaluated nor can an AJD be issued. Version: May 2017 Page 6 Preliminary ORM Data Entry Fields for New Actions ACTION ID #: SAW- Begin Date (Date Received): Prepare file folder n Assign Action ID Number in ORM n 1. Project Name [PCN Form A2a]: Lyle Creek and Pump Station Project - Division II Gravity Sewer 2. Work Type: FlPrivate nlnstitutional 1-1 Government Commercial 3. Project Description / Purpose [PCN Form B3d and B3e]: The project's proposed alignment is generally within acquired easements. Most of the project area is rural, vegetative farmland. The proposed sewer typically runs parallel to Lyle Creek and McLin Creek. Both creeks are classified as WS-IV; CA and are in the Catawba River Basin. The project will require aerial sewer installation, stream crossings and wetland impact locations. The majority of the project area is surrounded by rural farmland properties. The City of Claremont owns two wastewater treatment facilities (the North WWTF and the McLin Creek WWTF) that are both operated and maintained by the City of Hickory. The North WWTF is permitted for 0.1 MGD under NPDES permit NC0032662, while the McLin Creek WWTF is permitted for 0.3 MGD under NPDES permit NC0081370. With the average daily flow at the North WWTF approaching its design capacity, deteriorating equipment at both facilities, and increasing growth, the City of Claremont needs to provide modern, reliable, and cost-effective treatment services to handle its wastewater flow. 4. Property Owner / Applicant [PCN Form A3 or A4] : Utility Easements; City of Hickory; Joseph Garmon; Town of Catawba; Duke Energy 5. Agent / Consultant [PNC Form A5 — or ORM Consultant ID Number]: Jon Swaim, McGill Associates, P.A. 6. Related Action ID Number(s) [PCN Form B5b]: 7. Project Location — Coordinates, Street Address, and/or Location Description [PCN Form B lb]: 35.713620, -81.085157 8. Project Location — Tax Parcel ID [PCN Form B 1 a] : 378218413604, 378218412910, 378217103129, 377108897962, 377220708280 (Utility ROVV) 9. Project Location — County [PCN Form A2b]: Catawba 10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Catawba 11. Project Information — Nearest Waterbody [PCN Form B2a]: Lyle Creek/McLin Creek 12. Watershed / 8-Digit Hydrologic Unit Code [PCN Form B2c]: 03050101 Authorization: Section 10 fl Section 404 fl Section 10 and 404 pi Regulatory Action Type: Standard Permit Nationwide Permit # Regional General Permit # Jurisdictional Determination Request RPre -Application Request Unauthorized Activity RCompliance No Permit Required Revised 20150602 Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PJD: 4/8/2022 B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jon Swaim Mcgill Associates P.A. 1240 19th Street Lane NW, Hickory, NC 28601 C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Hickory Office, Lyle Creek and Pump Station Project - Division II Gravity Sewer, 18.00362 D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: (USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR AQUATIC RESOURCES AT DIFFERENT SITES) State: NC County/parish/borough: Catawba City: Catawba Center coordinates of site (lat/long in degree decimal format): Lat.: 35.713620 Long.: -81.085157 Universal Transverse Mercator: 492297.35, 3952188.83, 17S Name of nearest waterbody: Lyle Creek/McLin Creek E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: 4/8/2022 • Field Determination. Date(s): 1/25/2019 TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY JURISDICTION. Site number Latitude (decimal degrees) Longitude (decimal degrees) Estimated amount of aquatic resource in review area (acreage and linear feet, if applicable) Type of aquatic resource (i.e., wetland vs. non -wetland waters) Geographic authority to which the aquatic resource "may be" subject (i.e., Section 404 or Section 10/404 McLin Creek 35.709285 -81.097073 61 L.F./0.05 Acres Non -Wetland 404 UT-1 to MoLln Creek 35.712139 -81.091636 46 L.F./0.005 Acres Non -Wetland 404 WetlandA 35.715580 -81.075364 0.033 Acres Wetland 404 UT-1 to Lyle Creek 35.712932 -81.079460 65 L.F./0.005 Acres Non -Wetland 404 UT-2 to Lyle Creek 35.714658 -81.077894 31 L.F./0.0035 Acres Non -Wetland 404 1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when they may be appropriate. 2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre - construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD, which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an AJD could possibly result in less compensatory mitigation being required or different special conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that there "may be"waters of the U.S. and/or that there "may be" navigable waters of the U.S. on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed activity, based on the following information: SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items should be included in subject file. Appropriately reference sources below where indicated for all checked items: • Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: Parcel, USGS, Street, Aerial, Delineation O Data sheets prepared/submitted by or on behalf of the PJD requestor. n Office concurs with data sheets/delineation report. n Office does not concur with data sheets/delineation report. Rationale: ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data. ❑ USGS 8 and 12 digit HUC maps. • U.S. Geological Survey map(s). Cite scale & quad name: Catawba, 1 "=1,000' ❑ Natural Resources Conservation Service Soil Survey. Citation: ❑ National wetlands inventory map(s). Cite name: ❑ State/local wetland inventory map(s): ■❑ FEMA/FIRM maps: See Delineation Maps ❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929) ❑ Photographs: • Aerial (Name & Date): 1/1/2018 or • Other (Name & Date): 1/25/2019 n Previous determination(s). File no. and date of response letter: n Other information (please specify): IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. Signature and date of Regulatory staff member person requesting PJD completing PJD (REQUIRED, unless obtaining the signature is impracticable)' yL a, r g2, 4/8/2022 1 Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond within the established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action. Potential Non -Wetland Waters of the US (McLin Creek) ,V 1240 19th Street Lane NW megIII H828icko32ry, NC2024 28601 NC Finn License # G-0459 ms9il IassOsiates. s0m DATE 4/7/2022 OFFICE MANAGER MC PROJECT MANAGER MC Potential Non -Wetland Waters of the US (UT-1 to McLin Creek) PROJECT # 18 00362 DESIGNER AL REVIEWER JS LYLE CREEK AND PUMP STATION PROJECT - DIVISION II GRAVITY SEWER CITY OF HICKORY CATAWBA COUNTY, NORTH CAROLINA Potential Wetland Waters of the US (Wetland A) Potential Non -Wetland Waters of the US (UT-2 to Lyle Creek) Potential Non -Wetland Waters of the US (UT-1 to Lyle Creek) Legend Wetland Limits Stream Limits Project Area Conservation Easement OVERALL DELINEATION MAP FIGURE 1 POTENTIAL WETLAND & NON -WETLAND WATERS OF THE US IDENTIFIED ON THIS MAP HAVE BEEN LOCATED WITHIN SUB -METER ACCURACY UTILIZING ATHALES MAPPING GRADE GLOBAL POSITIONING SYSTEM (GPS) AND THE SUBSEQUENT DIFFERENTIAL CORRECTION OF THAT DATA. GPS POINTS MAY DEMONSTRATE U NCO RRECFABLE ERRORS DUE TO TOPOGRAPHY, VEGETATIVE COVER, AND/OR MULTIPATH SIGNAL ERROR. NOTE'. THE ILLUSTRATED POTENTIAL WETLAND & NON -WETLAND WATERS OF THE US LOCATIONS ARE APPROXIMATE. THESE AREAS HAVE BEEN FLAGGED IN THE FIELD, HOWEVER, THEY HAVE NOT BEEN SURVEYED. ALTHOUGH MCGILL ASSOCIATES, P.A. (MCGILL) IS CONFIDENT IN OUR ASSESSMENT, THE US ARMY CORPS OF ENGINEERS IS THE ONLY AGENCY THAT CAN MAKE FINAL DECISIONS REGARDING JURISDICTIONAL WETLAND AND WATERS OF THE US DELINEATIONS. THIS MAP WAS PREPARED BY MCGILL USING THE BEST INFORMATION AVAILABLE TO MCGILL AT THE TIME OF PRODUCTION. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE USED TO DETERMINE PRECISE BOUNDARIES, ROADWAYS, PROPERTY BOUNDARY LINES, NOR LEGAL DESCRIPTIONS. THIS MAP SHALL NOT BE CONSTRUED TO BE AN OFFICIAL SURVEY OF ANY DATA DEPICTED. SOURCE DATA CATAWBA COU VP/ GIS. Legend Wetland Limits Stream Limits Top of Bank Project Area Data Points • $„.` -,.. Conservation Easement _ mk•1 ,V 1240 19th Street Lane N W 1 megIII H828 328 ickory, NC2024 28601 NC Finn License # G-0459 ms9il lassosiates. som DATE 4n2022 PROJECT d 18 00362 OFFICE MANAGER MC DESIGNER AL PROJECT MANAGER MC REVIEWER JS LYLE CREEK AND PUMP STATION PROJECT - DIVISION II GRAVITY SEWER CITY OF HICKORY CATAWBA COUNTY, NORTH CAROLINA Et Potential Non -Wetland Waters of the US (UT-2 to Lyle Creek) Potential Non -Wetland Waters of the US (UT-1 to Lyle Creek) 250 GRAPHIC SCALE 100 250 500 DIVISION VALUE = 250 FEET Lyle Creek DELINEATION MAP 2 Potential Wetland Waters of the US (Wetland A) W 44r, Wetland and Stream Table Wetland A UT-1 to Lyle Creek UT-2 to Lyle Creek • 0.033 Acres 65 L.F. (0.005 Acres) 31 L.F. (0.0035 Acres) FIGURE 3 POTENTIAL NON -WETLAND WATERS OF THE US IDENTIFIED ON THIS MAP HAVE BEEN LOCATED WITHIN SUB -METER ACCURACY UTILIZING ATHALES MAPPING GRADE GLOBAL POSITIONING SYSTEM (G PS) AND THE SUBSEQUENT DIFFERENTIAL CORRECTION OF THAT DATA. GPS POINTS MAY DEMONSTRATE UNCORRECFAB LE ERRORS DUE TO TOPOGRAPHY, VEGETATIVE COVER, AND/OR MU LTIPATH SIGNAL ERROR. NOTE'. THE ILLUSTRATED POTENTIAL NON -WETLAND WATERS OF THE US LOCATIONS ARE APPROXIMATE THESE AREAS HAVE BEEN FLAGGED IN THE FIELD, HOWEVER, THEY HAVE NOT BEEN SURVEYED. ALTHOUGH MCGILL ASSOCIATES, PA. (MCGILL) IS CONFIDENT IN OUR ASSESSMENT, THE US ARMY CORPS OF ENGINEERS IS THE ONLY AGENCY THAT CAN MAKE FINAL DECISIONS REGARDING JURISDICTIONAL WETLAND AND WATERS OF THE US DELINEATIONS. THIS MAP WAS PREPARED BY MCGILL USING THE BEST INFORMATION AVAILABLE TO MCGILL AT THE TIME OF PRODUCTION. THIS MAP IS FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE USED TO DETERMINE PRECISE BOUNDARIES, ROADWAYS, PROPERTY BOUNDARY LINES, NOR LEGAL DESCRIPTIONS. THIS MAP SHALL NOT BE CONSTRUED TO BE AN OFFICIAL SURVEY OF ANY DATA DEPICTED. SOURCE DATA'. CATAWBA COUNTY G IS. ! s' Potential Non -Wetland Waters of the US (McLin Creek) ,V 1240 19th Street Lane NW meg III H828 32ickory, NC2024 28601 8 NC Finn License # G-0459 ms9il lassosiates. som DATE 4n2022 OFFICE MANAGER MC PROJECT MANAGER MC PROJECT d 18 00362 DESIGNER AL REVIEWER JS Potential Non -Wetland Waters of the US (UT-1 to McLin Creek) LYLE CREEK AND PUMP STATION PROJECT - DIVISION II GRAVITY SEWER CITY OF HICKORY CATAWBA COUNTY, NORTH CAROLINA Legend Stream Limits Project Area Stream Table UT-1 to McLin Creek McLin Creek DELINEATION MAP 1 46 L.F. (0.005 Acres) 61 L.F. (0.05 Acres) FIGURE 2 f' :'. c;r: ' t 7. 0 'tea ti. p.•„-�_ . '4 . Photo One: View looking north at McLin Creek Photo Two: View looking north at Lyle Creek adjacent to the project area. adjacent to the project area. ,; ', . . f ,,,tom r`.;z 'i { 1, 1"+' fir" •-I' °' i ,.,..7-.4,--'-?:i'j S4L:.:t..1,.''" .' . ..1''`744 , Photo Three: View looking north at UT-1 to Lyle Photo Four: View looking north at UT-2 to Lyle Creek. Creek as it flows into Lyle Creek. DATE J� 4/5/2022 LYLE CREEK AND PUMP STATION FIGURE PROJECT-DIVISION II GRAVITY SEWER 1240 19th Street Lane NW PROJECT# CITY 0 F HICKORY Hickory,NC 28601 PHOTO SHEET 1 MCg NC Firm License 4 18 00362 ' NC Firm License#C-0459 PROJECT MANAGER 6 mcgillassociates.com MJ CHEN CATAWBA COUNTY, NORTH CAROLINA # ' Nig%liptif II , ti. 114 .1 • -. .'. : 1.) , 44.'AI\lil'i':,"' , A ta A I. 1 0 ..f -1 . y � s: ; --T ' f rr {` 4k;4i: Photo Five: View looking east at Wetland A Photo Six: View looking west at Wetland A located in the north east corner of the subject located at the north east corner of the subject property. property. irc .. t,,,,A - .rV• r k `cC i r y #� ..- ,; v' �_.Lts '- =ram•, i I 1 4 d y =7T �.' 4 _ r.h '�� -yam_ "•`r •r vk�. q �'—' �1- 4,,i,---Fr :i'- _ • <y��F'' T:1L 4 1 �. ;' tT y1 'p 'yy,. is - ,, sue' ;W' :W .T-�.. r. + V f• mil-: -. ' - - _4' - • f �- , _ a;. _ `J �',yy��N•ei: '. - •��.: _ tti 111 �f '' Photo Eight: View looking southeast upstream Photo Seven: View looking northwest at the at UT-1 to McLin Creek on the subject property. confluence of UT-1 to McLin Creek and McLin Creek on the subject property. DATE I P 4ROJEC/5 EO2C2T# LYLE CREEK AND PUMP STATION FIGURE PROJECT-DIVISION II GRAVITY SEWER 1240 19th Street Lane N W C I TY O F HICKORY Hickory,NC 28601 PHOTO SHEET 2 NCFir Lice 18 00362 7 MC gill NC Firm License#C-0459 PROJECT MANAGER 1 m cgillassociates.com MJ CHEN CATAWBA COUNTY, NORTH CAROLINA Date: 3/22/2019 Project/Site Catawba Sewer Line Latitude 35.709285 Evaluator: Jon Swaim County: Catawba Longitude: -81.097073 Total Points: 41.00 Stream Determination PERENNIAL Other McLin Creek A. Geomorphology Subtotal = 25.50 Absent Weak Moderate Strong 1. Continuity of bed and bank 3 2. Sinuosity of Channel Along Thalweg 3 3. In -channel structure: ex. Riffle -pool, step -pool, ripple -pool sequence 3 4. Particle size of stream substrate 2 5. Active/relic floodplain 2 6. Depositional bars or benches 2 7. Recent alluvial deposits 3 8. Headcuts 3 9. Grade Control 1 10. Natural Valley 0.5 11. Second or greater order channel No= 0 Yes= 3 B. Hydrology Subtotal= 8.75 12. Presence of Baseflow 3 13. Iron oxidizing bacteria 0 14. Leaf litter 1 15. Sediment on plants or debris 1 16. Organic debris lines or piles 0.75 17. Soil -based evidence of high water table? No= Yes= 3 C. Biology Subtotal= 6.75 18. Fiborous roots in streambed 2 19. Rooted upland plants in streambed 3 20. Macrobenthos (note diversity and abundance) 1 21. Aquatic mollusks 0 22. Fish 0.75 23. Crayfish 0 24. Amphibians 0 25. Algae 0 26. Wetland plants in streambed FACW= OBL= Other= 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Note: Sheet sourced from NCDWQStream ID Form Date: 1/25/2019 Project/Site Catawba Sewer Line Latitude 35.713951 Evaluator: JCS County: Catawba Longitude: -81.079152 Total Points: 32.00 Stream Determination Perennial Other UT-1 to Lyle Creek A. Geomorphology Subtotal = 17.25 Absent Weak Moderate Strong 1. Continuity of bed and bank 2 2. Sinuosity of Channel Along Thalweg 3 3. In -channel structure: ex. Riffle -pool, step -pool, ripple -pool sequence 1 4. Particle size of stream substrate 1.5 5. Active/relic floodplain 3 6. Depositional bars or benches 1 7. Recent alluvial deposits 1.5 8. Headcuts 0 9. Grade Control 0.75 10. Natural Valley 0.5 11. Second or greater order channel No= Yes= 3 B. Hydrology Subtotal= 8.5 12. Presence of Baseflow 2 13. Iron oxidizing bacteria 1 14. Leaf litter 1 15. Sediment on plants or debris 0.75 16. Organic debris lines or piles 0.75 17. Soil -based evidence of high water table? No= Yes= 3 C. Biology Subtotal= 6.25 18. Fiborous roots in streambed 0 19. Rooted upland plants in streambed 3 20. Macrobenthos (note diversity and abundance) 1 21. Aquatic mollusks 0 22. Fish 0 23. Crayfish 0.5 24. Amphibians 0.5 25. Algae 0.5 26. Wetland plants in streambed FACW= 0.75 OBL= Other= *perennial streams may also be identified using other methods. See p. 35 of manual. Note: Sheet sourced from NCDWQStream ID Form Date: 3/22/2019 Project/Site Catawba Sewer Line Latitude 35.712139 Evaluator: J M H County: Catawba Longitude: -81.091636 Total Points: 32.00 Stream Determination PERENNIAL Other UT-1 to McLin Creek A. Geomorphology Subtotal = 20.50 Absent Weak Moderate Strong 1. Continuity of bed and bank 3 2. Sinuosity of Channel Along Thalweg 2 3. In -channel structure: ex. Riffle -pool, step -pool, ripple -pool sequence 3 4. Particle size of stream substrate 2 5. Active/relic floodplain 1 6. Depositional bars or benches 2 7. Recent alluvial deposits 3 8. Headcuts 3 9. Grade Control 1 10. Natural Valley 0.5 11. Second or greater order channel No= 0 Yes= B. Hydrology Subtotal= 5.00 12. Presence of Baseflow 3 13. Iron oxidizing bacteria 0 14. Leaf litter 1 15. Sediment on plants or debris 1 16. Organic debris lines or piles 0 17. Soil -based evidence of high water table? No= 0 Yes= C. Biology Subtotal= 6.50 18. Fiborous roots in streambed 2 19. Rooted upland plants in streambed 3 20. Macrobenthos (note diversity and abundance) 1 21. Aquatic mollusks 0 22. Fish 0 23. Crayfish 0 24. Amphibians 0 25. Algae 0.5 26. Wetland plants in streambed FACW= OBL= Other= 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Note: Sheet sourced from NCDWQStream ID Form Date: 1/25/2019 Project/Site Catawba Sewer Line Latitude 35.714658 Evaluator: JCS County: Catawba Longitude: -81.077894 Total Points: 24.75 Stream Determination Intermittent Other UT-2 to Lyle Creek A. Geomorphology Subtotal = 9.5 Absent Weak Moderate Strong 1. Continuity of bed and bank 2 2. Sinuosity of Channel Along Thalweg 0.5 3. In -channel structure: ex. Riffle -pool, step -pool, ripple -pool sequence 0.5 4. Particle size of stream substrate 1 5. Active/relic floodplain 1 6. Depositional bars or benches 1.5 7. Recent alluvial deposits 1.5 8. Headcuts 0 9. Grade Control 0.5 10. Natural Valley 1 11. Second or greater order channel No= 0 Yes= B. Hydrology Subtotal= 8.5 12. Presence of Baseflow 1 13. Iron oxidizing bacteria 2 14. Leaf litter 1 15. Sediment on plants or debris 1 16. Organic debris lines or piles 0.5 17. Soil -based evidence of high water table? No= Yes= 3 C. Biology Subtotal= 6.75 18. Fiborous roots in streambed 0.5 19. Rooted upland plants in streambed 3 20. Macrobenthos (note diversity and abundance) 0 21. Aquatic mollusks 0 22. Fish 0 23. Crayfish 0.5 24. Amphibians 0.5 25. Algae 1.5 26. Wetland plants in streambed FACW= 0.75 OBL= Other= *perennial streams may also be identified using other methods. See p. 35 of manual. Note: Sheet sourced from NCDWQStream ID Form WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region Project/Site: 18.00362 - Catawba Sewer Line City/County: Catawba Applicant/Owner: City of Hickory Investigator(s): Jon Swaim Landform (hillside, terrace, etc.): Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.715580 Section, Township, Range: Sampling Date: 1/25/2019 State: NC Sampling Point: WA -IN Local relief (concave, convex, none): concave Slope (%): 2% Soil Map Unit Name: Codorus loam, 0 to 2 percent slope, frequenly flooded Long: -81.075364 Datum: NAD83 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: Yes X No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Hydric Soil Present? Wetland Hydrology Present? Yes X No Yes X No Yes X No Is the Sampled Area within a Wetland? Yes X No Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (B6) Concave Surface (B8) (C2) Aerial Imagery (C9) Plants (D1) (D2) (D4) _ X Surface Water (Al) Aquatic Plants (B14) X Sparsely Vegetated _True X High Water Table (A2) Hydrogen Sulfide Odor (C1) X Drainage Patterns (B10) _ X Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ X Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table _ _ Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8) _Sediment _Recent _Crayfish X Drift Deposits (B3) Muck Surface (C7) Visible on _Thin _Saturation X Algal Mat or Crust (B4) Other (Explain in Remarks) Stunted or Stressed _ _ X Iron Deposits (B5) X Geomorphic Position Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ X Water -Stained Leaves (B9) X Microtopographic Relief Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes X No Depth (inches): 9 Wetland Hydrology Present? Yes X No Water Table Present? Yes X No Depth (inches): 0 Saturation Present? Yes X No Depth (inches): 0 (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: WA -I N Absolute Dominant Indicator Tree Stratum (Plot size: ) % Cover Species? Status 1. Betula nigra 40 Yes FACW 2. Acer rubrum 40 Yes FAC 3. Platanus occidentalis 20 No FACW 4. Ulmus alata 20 No FACU 5. Liquidambar styraciflua 40 Yes FAC 6. 7. 160 =Total Cover 50% of total cover: 80 20% of total cover: 32 Sapling/Shrub Stratum (Plot size: 1. Betula nigra 2. Arundinaria gigantea 3. 4. 5. 6. 7. 8. 9. 25 Yes FACW 60 Yes FACW 85 =Total Cover 50% of total cover: 43 20% of total cover: 17 Herb Stratum (Plot size: 1. Carex 2. Juncus effusus 3. 4. 5. 6. 7. 8. 9. 10. 11. 50 Yes FACW 30 Yes FACW 80 =Total Cover 50% of total cover: 40 20% of total cover: 16 Woody Vine Stratum (Plot size: 1. 2. 3. 4. 5. =Total Cover 50% of total cover: 20% of total cover: Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 7 (A) Total Number of Dominant Species Across All Strata: 7 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 100.0% (NB) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 225 x 2 = 450 FAC species 80 x 3 = 240 FACU species 20 x 4 = 80 UPL species 0 x 5 = 0 Column Totals: 325 (A) 770 (B) Prevalence Index = B/A = 2.37 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation X 2 - Dominance Test is >50% X 3 - Prevalence Index is <_3.01 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata: Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Sapling/Shrub - Woody plants, excluding vines, less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Herb - All herbaceous (non -woody) plants, regardless of size, and woody plants less than 3.28 ft tall. Woody Vine - All woody vines greater than 3.28 ft in height. Hydrophytic Vegetation Present? Yes X No Remarks: (Include photo numbers here or on a separate sheet.) US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WA -IN Depth (inches) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Matrix Redox Features Color (moist) % Color (moist) % Typel Loc2 Texture 0-6 7.5YR 5/6 60 7.5YR 4/2 6-12 7.5YR 5/6 40 7.5YR 4/2 40 RM 60 RM M Loamy/Clayey M Loamy/Clayey Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Remarks 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Histosol (A1) _ Histic Epipedon (A2) Black Histic (A3) _ Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) (LRR N) Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) Dark Surface (S7) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) Loamy Mucky Mineral (F1) (MLRA 136) _ Loamy Gleyed Matrix (F2) X Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) _ Redox Depressions (F8) Iron -Manganese Masses (F12) (LRR N, MLRA 136) Umbric Surface (F13) (MLRA 122, 136) Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (MLRA 147) _ Coast Prairie Redox (A16) (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) _ Red Parent Material (F21) (outside MLRA 127, 147, 148) Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes X No Remarks: This data sheet is revised from Eastern Mountains and Piedmont Regional Supplement Version 2.0 to include the NRCS Field Indicators of Hydric Soils, Version 8.0, 2016. US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R Requirement Control Symbol EXEMPT (Authority: AR 335-15, paragraph 5-2a) Project/Site: 18.00362 Catawba Sewer Line Applicant/Owner: City of Hickory City/County: Catawba Investigator(s): Jonathan Herman Landform (hillside, terrace, etc.): Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.715258 Section, Township, Range: Sampling Date: 3/22/19 State: NC Sampling Point: WA -OUT Local relief (concave, convex, none): concave Slope (%): 3% Soil Map Unit Name: Dan River Loam, 0 to 2 percent slopes, frequently flooded Long: -81.076187 Datum: NAD83 Are climatic / hydrologic conditions on the site typical for this time of year? NWI classification: Yes X No (If no, explain in Remarks.) Are Vegetation , Soil , or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil , or Hydrology naturally problematic? (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes No X Hydric Soil Present? Yes No X Wetland Hydrology Present? Yes No X Is the Sampled Area within a Wetland? Yes No X Remarks: HYDROLOGY Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply) Secondary Indicators (minimum of two required) Surface Soil Cracks (B6) Surface (B8) (C2) Imagery (C9) (D1) (D4) _ Water (A1) Aquatic Plants (B14) Vegetated Concave _Surface _True _Sparsely High Water Table (A2) Hydrogen Sulfide Odor (C1) Drainage Patterns (B10) _ _ _ Saturation (A3) Oxidized Rhizospheres on Living Roots (C3) Moss Trim Lines (B16) _ _ _ Water Marks (B1) Presence of Reduced Iron (C4) Dry -Season Water Table _ _ _ Deposits (B2) Iron Reduction in Tilled Soils (C6) Burrows (C8) _Sediment _Recent _Crayfish Deposits (B3) Muck Surface (C7) Visible on Aerial _Drift _Thin _Saturation Mat or Crust (B4) (Explain in Remarks) or Stressed Plants _Algal _Other _Stunted Iron Deposits (B5) Geomorphic Position (D2) _ _ Inundation Visible on Aerial Imagery (B7) Shallow Aquitard (D3) _ _ Water -Stained Leaves (B9) Microtopographic Relief _ _ Aquatic Fauna (B13) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes No Depth (inches): Wetland Hydrology Present? Yes No X Water Table Present? Yes No Depth (inches): Saturation Present? Yes No Depth (inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 VEGETATION (Five Strata) - Use scientific names of plants. Sampling Point: WA -OUT Absolute Dominant Indicator Tree Stratum (Plot size: 30 ) % Cover Species? Status 1. Liriodendron tulipifera 40 Yes FACU 2. Celtis occidentalis 20 Yes FACU 3. 4. 5. 6. 60 =Total Cover 50% of total cover: 30 20% of total cover: 12 Sapling Stratum (Plot size: 15 ) 1. 2. 3. 4. 5. 6. =Total Cover 50% of total cover: 20% of total cover: Shrub Stratum (Plot size: 15 1. Ligustrum japonicum 2. Aesculus pavia 3. 4. 5. 6. 70 Yes UPL 20 Yes FAC 90 =Total Cover 50% of total cover: 45 20% of total cover: 18 Herb Stratum (Plot size: 5 ) 1. Arundinaria gigantea 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 40 Yes FACW 40 =Total Cover 50% of total cover: 20 20% of total cover: 8 Woody Vine Stratum (Plot size: 5 ) 1. Lonicera japonica 2. 3. 4. 5. 5 Yes FACU 5 =Total Cover 50% of total cover: 3 20% of total cover: 1 Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 2 (A) Total Number of Dominant Species Across All Strata: 6 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 33.3% (NB) Prevalence Index worksheet: Total % Cover of: Multiply by: OBL species 0 x 1 = 0 FACW species 40 x 2 = 80 FAC species 20 x 3 = 60 FACU species 65 x 4 = 260 UPL species 70 x 5 = 350 Column Totals: 195 (A) 750 (B) Prevalence Index = B/A = 3.85 Hydrophytic Vegetation Indicators: 1 - Rapid Test for Hydrophytic Vegetation 2 - Dominance Test is >50% 3 - Prevalence Index is <_3.01 4 - Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) Problematic Hydrophytic Vegetation (Explain) 'Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Five Vegetation Strata: Tree - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and 3 in. (7.6 cm) or larger in diameter at breast height (DBH). Sapling - Woody plants, excluding woody vines, approximately 20 ft (6 m) or more in height and less than 3 in. (7.6 cm) DBH. Shrub - Woody Plants, excluding woody vines, approximately 3 to 20 ft (1 to 6 m) in height. Herb - All herbaceous (non -woody) plants, including herbaceous vines, regardless of size, and woody plants, except woody vines, less than approximately 3 ft (1 m) in height. Woody Vine - All woody vines, regardless of height. Hydrophytic Vegetation Present? Yes No X Remarks: (Include photo numbers here or on a separate sheet.) ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont - Version 2.0 SOIL Sampling Point: WA -OUT Depth (inches) Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Matrix Redox Features Color (moist) % Color (moist) % Typel Loc2 Texture 0-2 10Y R 4/4 100 2-8 10Y R 4/6 100 8-12 7.5YR 4/6 100 Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Loamy/Clayey Loamy/Clayey Loamy/Clayey Remarks 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Histosol (A1) _ Histic Epipedon (A2) Black Histic (A3) _ Hydrogen Sulfide (A4) Stratified Layers (A5) 2 cm Muck (A10) (LRR N) Depleted Below Dark Surface (A11) _Thick Dark Surface (Al2) Sandy Mucky Mineral (S1) _ Sandy Gleyed Matrix (S4) _ Sandy Redox (S5) _ Stripped Matrix (S6) Dark Surface (S7) _ Polyvalue Below Surface (S8) (MLRA 147, 148) _Thin Dark Surface (S9) (MLRA 147, 148) Loamy Mucky Mineral (F1) (MLRA 136) _ Loamy Gleyed Matrix (F2) _ Depleted Matrix (F3) _ Redox Dark Surface (F6) _ Depleted Dark Surface (F7) _ Redox Depressions (F8) Iron -Manganese Masses (F12) (LRR N, MLRA 136) Umbric Surface (F13) (MLRA 122, 136) Piedmont Floodplain Soils (F19) (MLRA 148) Red Parent Material (F21) (MLRA 127, 147, 148) Indicators for Problematic Hydric Soils3: 2 cm Muck (A10) (MLRA 147) _ Coast Prairie Redox (A16) (MLRA 147, 148) Piedmont Floodplain Soils (F19) (MLRA 136, 147) _ Red Parent Material (F21) (outside MLRA 127, 147, 148) Very Shallow Dark Surface (F22) Other (Explain in Remarks) 3lndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X Remarks: ENG FORM 6116-4-SG, JUL 2018 Eastern Mountains and Piedmont — Version 2.0 APPENDIX 10 Impacts Map Temporary Impact - S2 ,V 1240 19th Street Lane NW InCgIII H828 328 ickory, NC 28601 2024 NC Finn License # G-0459 ms9il lassosiates. som DATE 4/7/2022 OFFICE MANAGER MC PROJECT MANAGER MC PROJECT # 18 00362 DESIGNER AL REVIEWER JS LYLE CREEK AND PUMP STATION PROJECT - DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA 250 100 250 500 GRAPHIC SCALE DIVISION VALUE = 250 FEET Legend Stream Limits Project Area Permanent Stream Impacts Temporary Stream Impacts Impacts Table Temporary Impact - S2 Permanent Impact - S3 Temporary Impact - S4 IMPACTS MAP 1 46 L.F. (0.005 Acres) (0.0027 (0.049 FIGURE 9 1 1240 19th Street Lane N VV cg�ll NSF 8� a8e°#Co469 ms9olassoslatessom DATE 4/7/2022 OFFICE MANAGER MC PROJECT MANAGER MC Temporary Impact - S1 Inset 1 PROJECT R 18 00362 DESIGNER AL REVIEWER JS LYLE CREEK AND PUMP STATION PROJECT - DIVISION II GRAVITY SEWER CITY OF HICKORY CATAVVBA COUNTY, NORTH CAROLINA Temporary Impact - W1 Permanent Impact - W2 Inset 2 250 100 250 500 GRAPHIC SCALE DIVISION VALUE = 250 FEET Legend Wetland Limits Stream Limits Project Area Temporary Stream Impact Permanent Wetland Impact Temporary Wetland Impact Conservation Easement Impacts Table Temporary Impact - W1 Permanent Impact - W2 Temporary Impact - S1 0.0187 Acres 0.0142 Acres 65 L.F. (0.0052 Acres) IMPACTS MAP 2 FIGURE 10 916 la, Division of Water Resources Pre -Construction Notification (PCN) Form For Nationwide Permits and Regional General Permits (along with corresponding Water Quality Certifications) April 13, 2022 Ver 4.3 Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered. Also, if at any point you wish to print a copy of the E-PCN, all you need to do is right -click on the document and you can print a copy of the form. Below is a link to the online help file. https://edocs.deq.nc.govNVaterResources/0/edoc/624704/PCN % 20Help% 20File% 202018-1-30.pdf A. Processing Information Pre -Filing Meeting Date Request was submitted on:* 4/18/2022 County (or Counties) where the project is located:* Catawba Is this a NCDMS Project* Yes No Click Yes, only if NCDMS is the applicant or co -applicant. Is this project a public transportation project?* 6Yes oNo This is any publicly funded by municipal,state or federal funds road, rail, airport transportation project. la. Type(s) of approval sought from the Corps:* Section 404 Permit (wetlands, streams and waters, Clean Water Act) ® Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act) Has this PCN previously been submitted?* Yes ® No 1 b. What type(s) of permit(s) do you wish to seek authorization?* la Nationwide Permit (NWP) ® Regional General Permit (RGP) a Standard (IP) lc. Has the NWP or GP number been verified by the Corps?* OO Yes 0 No Nationwide Permit (NWP) Number: 12 - Utility Lines NWP Numbers (for multiple NWPS): List all NW numbers you are applying for not on the drop down Iist. 1 d. Type(s) of approval sought from the DWR:* check all that apply ❑O 401 Water Quality Certification - Regular ❑ Non-404 Jurisdictional General Permit ❑ Individual 401 Water Quality Certification le. Is this notification solely for the record because written approval is not required? For the record only for DWR 401 Certification: For the record only for Corps Permit: 1f. Is this an after -the -fact permit application?* 0 Yes 6 No © 401 Water Quality Certification - Express Riparian Buffer Authorization OYes 0No OYes 0No 1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. OYes O No Acceptance Letter Attachment Click the upload button or drag and drop files here to attach document FILE TYPE MUST BE PDF 1 h. Is the project located in any of NC's twenty coastal counties?* •Yes ONo 1j. Is the project located in a designated trout watershed?* 0 Yes No Link to trout information: http://www.saw.usace.army.mil/Missions/Regulatory-Permit-Program/Agency-Coordination/Trout.aspx B. Applicant Information a la. Who is the Primary Contact?* Jon Swaim 1 b. Primary Contact Email: * jon.swaim@mcgillassociates.com 1d. Who is applying for the permit?* R Owner (Check all that apply) 1 e. Is there an Agent/Consultant for this project?* Li) Yes 0No 2. Owner Information 2a. Name(s) on recorded deed:* Utility Easements; City of Hickory lc. Primary Contact. Phone:* coca xx-xxxx (828)328-2024 2b. Deed book and page no.: DB:3165,PG:1693; DB:0000, PG:2006; DB:3053, PG:1269; DB:2741, PG:0807, DB:1721, PG:0094 (Utility ROVV) 2c. Contact Person: (for Corporations) City of Hickory - Public Utilities Director - Shawn Pennell 2d. Address* Street Address 1441 9th Ave NE Address Line 2 City Hickory Postal /Zip Code 28601 2e. Telephone Number:* (xxx)xxx-xxxx (828)323-7427 2f. Fax Number: (xxx)xxx-xxxx 2g. Email Address: * spennell@hickorync.gov 4. Agent/Consultant (if applicable) 4a. Name:* Jon Swaim 4b. Business Name: (if applicable) McGill Associates, P.A. ® Applicant (other than owner) State / Province / Region North Carolina Country United States 4c. Address* Street Address 1240 19th Street Lane NW Address Line 2 City State / Province / Region Hickory North Carolina Postal /Zip Code Country 28601 United States 4d. Telephone Number:* (828)328-2024 4e. Fax Number: (xxx)xxx-xxxx (xxx)xxx-xxxx 4f. Email Address:* jon.swaim@mcgillassociates.com C. Project Information and Prior Project History a 1. Project Information a la. Name of project:* Lyle Creek and Pump Station Project - Division II Gravity Sewer 1b. Subdivision name: (if appropriate) lc. Nearest municipality / town:* Catawba 2. Project Identification 2a. Property Identification Number: (tax PIN or parcel ID) 378218413604, 378218412910, 378217103129, 377108897962, 377220708280 (Utility ROW) 2c. Project Address Street Address Off Old Catawba Road Address Line 2 City Catawba Postal /Zip Code 28602 2d. Site coordinates in decimal degrees 2b. Property size: (in acres) 7.25 State / Province / Region North Carolina Country United States Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to map coordinates to 5 or 6 digits after the decimal place.) Latitude: * Longitude: * 35.713620 -81.085157 ex: 34.208504 -77.796371 3. Surface Waters 3a. Name of the nearest body of water to proposed project:* Lyle Creek/McLin Creek 3b. Water Resources Classification of nearest receiving water: * WS-I V; CA Surface Water Lookup 3c. What river basin(s) is your project located in?* Catawba 3d. Please provide the 12-digit HUC in which the project is located.* 030501011102/030501011101 River Basin Lookup 4. Project Description and History 4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: * The project's proposed alignment is located within utility easements which cross through existing forested areas, farm roads, and a tree nursery. The proposed sewer typically runs parallel to Lyle Creek and McLin Creek. Both creeks are classified as WS-IV; CA and are in the Catawba River Basin. 4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?* 0 Yes OO No 0 Unknown 4f. List the total estimated acreage of all existing wetlands on the property: 0.033 4g. List the total estimated linear feet of all existing streams on the property: (intermittent and perennial) 203 4h. Explain the purpose of the proposed project:* The City of Claremont owns two wastewater treatment facilities (the North WVVTF and the McLin Creek WVVTF) that are both operated and maintained by the City of Hickory. The North WVVTF is permitted for 0.1 MGD under NPDES permit NC0032662, while the McLin Creek VVVVTF is permitted for 0.3 MGD under NPDES permit NC0081370. With the average daily flow at the North WVVTF approaching its design capacity, deteriorating equipment at both facilities, and increasing growth, the City of Claremont needs to expand the existing infrastructure to provide modern, reliable, and cost-effective treatment services to handle its wastewater flow. 4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: * The proposed project includes the installation of approximately 8,075 linear feet (LF) of 24-inch DIP gravity sewer line as shown on the project map included in Appendix 1, to a proposed influent sewer pump station with duplex submersible pumps located at the H-CWVVTF. See Appendix 2 - Plans Set. The proposed sewer line will be installed underground by opencut excavation methods and backfilled for the majority of the proposed project. Elevated stream crossings and bore & jack techniques will be used to limit impacts as described below: Approximately 350 LF of gravity sewer line will be installed by bore & jack construction techniques underneath Old Catawba and Norfolk Southern Railroad. Approximately 20 LF of the proposed sewer line southwest of the bridge along N. Main Street (NC-10) will cross beneath a small stream, labeled Stream "2" (UT-2 To Lyle Creek) on the map/profile shown in Appendix 3. Stream "2", is situated between Station 20 + 00 and Station 21 + 00 on the project map. Approximately 50 LF of the proposed sewer line will cross under the N. Main Street bridge. To avoid an aerial creek crossing above Stream "2", approximately 130 LF of the proposed sewer line will be installed by bore & jack construction techniques underneath both the N. Main Street Bridge and Stream "2", as shown in Appendix 3. This section of the proposed sewer line will consist of 36-inch diameter (0.375-inch wall thickness) steel encasement pipe complete with a 24-inch diameter DIP carrier pipe. As shown in the profile in Appendix 3, the top of the steel encasement pipe will be installed approximately 2.1 LF below the streambed of Stream "2". Project was designed to minimize wetland and stream impacts as much as practical. Impact VV2 (0.0142 Acres) will be a permanent impact due to the proposed 20-foot wide utility ROW that will be cleared and maintained permanently. Impact W1 (0.0187 Acres) will be for 40-foot wide temporary construction access and will be stabilized and allowed to return to natural conditions post construction. Impact W1 will be stabilized using a native NC wetland see mix. Timber mats will be used if conditions within wetlands are saturated to prevent rutting. Silt fence will be installed during construction to prevent runoff from impacting adjacent wetlands on -site. See Appendix 2 - C-101. Impact S1 (65 L.F./0.0052 Acres) will be temporary impacts for trenching through the stream. Stream will be temporarily culverted prior to trenching to allow for construction in dry conditions during the sewer line installation. All trenching will be backfilled with original material after sewer line installation is completed. Disturbed stream bed will be returned to natural conditions/elevations and disturbed stream banks will be stabilized using fully biodegradable matting and native NC riparian seed mix. See Appendix 2 - C-502/C503 - EC33/36. Impact S1 is adjacent to a conservation easement that was avoided by design shown on Appendix 2 - C-102. Silt fence will be placed along the conservation easement boundary prior to construction so the area is left undisturbed during the proposed project. Impact S2 (46 L.F./0.005 Acres) and Impact S4 (60 L.F./ 0.049 Acres) will be temporary impacts for the elevated stream crossings. See Appendix 2 - C-502 - Elevated Creek Crossing and C-503 - S18. Impact S3 (10 L.F. (0.0027 Acres) will be permanent impacts for the two concrete piers in McLin Creek. See Appendix 2 - C-502 - Elevated Creek Crossing and S19. A Coffer dam will be built in McLin Creek so that approximately on -half of the stream channel will be open at all times and work can be accomplished in dry conditions. All disturbed stream bedsand banks will be returned to natural conditions/elevations and banks stabilized using fully biodegradable matting and native NC riparian seed mix. No indirect impacts are anticipated for the proposed project. Typical equipment to be used may include track hoes, skid steers, dump trucks, excavators and dozers. 5. Jurisdictional Determinations 5a. Have the wetlands or streams been delineated on the property or proposed impact areas?* ® Yes Comments: See Appendix 9 for PJD in Miscellaneous Section 0 No • Unknown 5b. If the Corps made a jurisdictional determination, what type of determination was made?* 0 Preliminary 0 Approved ® Not Verified 0 Unknown 0 N/A Corps AID Number: Example: SAW-2017-99999 N/A 5c. If 5a is yes, who delineated the jurisdictional areas? Name (if known): Jon Swaim, Alex Lowdermilk, Jonathan Herman Agency/Consultant Company: McGill Associates, P.A. Other: 1/25/2019 6. Future Project Plans 6a. Is this a phased project?* 0Yes ONo Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity? This includes other separate and distant crossing for linear projects that require Department of the Army authorization but don't require pre -construction notification. D. Proposed Impacts Inventory 1. Impacts Summary la. Where are the impacts associated with your project? (check all that apply): ❑O Wetlands OO Streams -tributaries ❑ Open Waters 0 Pond Construction iii Buffers 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. "W." will be used in the table below to represent the word "wetland". 2a. Site #* (?) 2a1 Reason*(?) 2b. Impact type* (?) 2c. Type of W.* 2d. W. name* 2e. Forested* 2f. Type of Jurisdicition* (?) 2g. Impact area* W1 Construction Access T Bottomland Hardwood Forest Wetland A Yes Corps 0.018 (acres) VV2 Permanent Easement P Bottomland Hardwood Forest Wetland A Yes Corps 0.014 (acres) 2g. Total Temporary Wetland Impact 0.018 2g. Total Permanent Wetland Impact 0.014 2g. Total Wetland Impact 0.032 2i. Comments: See Appendix 10 - Impacts Map for approximate impacts. W1 - 0.0187 Acres of Temporary Impacts VV2 - 0.0142 Acres of Permanent Impacts Impact area in table above wouldn't allow for lower acreage on impacts so please refer to impacts map for correct acreage on each impact. 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. "S." will be used in the table below to represent the word "stream". 3a. Reason for impact* (?) 3b.Impact type* 3c. Type of impact* 3d. S. name* 3e. Stream Type* (?) 3f. Type of Jurisdiction* 3g. S. width* 3h. Impact length* S1 Stream Crossing/Trench Temporary Excavation UT-1 To Lyle Creek Perennial Both 4 Average (feet) 65 (linear feet) S2 Aerial Crossing Temporary Workpad/Causeway UT-1 To McLin Creek Perennial Both 4 Average (feet) 46 (linear feet) S3 Concrete Pier/Foundation Permanent Fill McLin Creek Perennial Both 32 Average (feet) 10 (linear feet) S4 Aerial Crossing/Coffer Dam Temporary Workpad/Causeway McLin Creek Perennial Both 32 Average (feet) 60 (linear feet) ** All Perennial or Intermittent streams must be verified by DVVR or delegated local government. 3i. Total jurisdictional ditch impact in square feet: 0 3i. Total permanent stream impacts: 10 3i. Total temporary stream impacts: 171 3i. Total stream and ditch impacts: 181 3j. Comments: See Appendix 10 - Impacts Map for approximate impacts. S1 - 0.0052 Acres/65 L.F. of Temporary Impacts S2 - 0.005 Acres/46 L.F. of Temporary Impacts S3 - 0.0027 Acres/10 L.F. of Permanent Impacts S4 - 0.049 Acres/60 L.F. of Temporary Impacts Impact area in table above wouldn't allow for acreage on impacts so please refer to impacts map for correct acreage on each impact. E. Impact Justification and Mitigation 1. Avoidance and Minimization la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project: * Project designed to minimize wetland and stream impacts as much as practical. All disturbed stream beds will be returned to natural conditions/elevations and all disturbed stream banks will be stabilized using fully biodegradable matting and native NC riparian seed mix. See Appendix 2 - C-502 EC36. Several elevated creek crossings were designed to limit stream impacts for the proposed project. Erosion control measures designed to limit sedimentation. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques: * Silt fencing shall be used in laydown areas to minimize erosion impacts to wetlands and streams where necessary. All work in the stream shall be performed during dry conditions. If the stream is flowing, the contractor shall provide adequate pump around or diversion to keep the work area dry. See Appendix 2 - C-502 - EC35 and C-503 - EC33. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? OYes O No 2b. If this project DOES NOT require Compensatory Mitigation, explain why: The proposed project impacts do not exceed permit thresholds for compensatory mitigation. NC Stream Temperature Classification Maps can be found under the Mitigation Concepts tab on the Wilmington Districts RIBITS website. F. Stormwater Management and Diffuse Flow Plan (required by DWR) C^) *** Recent changes to the stormwater rules have required updates to this section .*** 1. Diffuse Flow Plan 1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules? 6 Yes ® No For a list of options to meet the diffuse flow requirements, click here. If no, explain why: The project is located within the Catawba River basin. Buffer protection in this basin only applies to riparian buffers along the Catawba River mainstem below Lake James and along the mainstem lakes. 2. Stormwater Management Plan 2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?* 0 Yes ® No 2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?* ® Yes 0 No To look up low density requirement click here 15A NCAC 02H .1003(2). Comments: G. Supplementary Information () 1. Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?* ®Yes O No 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?* fiYes ®No Comments: * It is assumed the project will be funded solely by local funds which do not require an environmental document pursuant to NEPA or SEPA. 2. Violations (DWR Requirement) 2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or Riparian Buffer Rules (15A NCAC 2B .0200)?* 0Yes ® No 3. Cumulative Impacts (DWR Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality?* OYes O No 3b. If you answered "no," provide a short narrative description. No additional development anticipated as a result of the proposed work. 4. Sewage Disposal (DWR Requirement) 4a. Is sewage disposal required by DWR for this project?* OYes ®No0N/A 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or habitat?* OYes O No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts?* ®Yes ONo 5c. If yes, indicate the USFWS Field Office you have contacted. Asheville 5d. Is another Federal agency involved?* 0 Yes 5e. Is this a DOT project located within Division's 1-8?* 0 Yes ® No O No ® Unknown 5f. Will you cut any trees in order to conduct the work in waters of the U.S.?* ® Yes 0 No 5g. Does this project involve bridge maintenance or removal?* 0 Yes ® No Link to the NLEB SLOPES document: http://saw-reg.usace.army.mil/NLEB/1-30-17-signed_NLEB-SLOPES&apps.pdf 5h. Does this project involve the construction/installation of a wind turbine(s)?** 0 Yes ® No 5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?* 0 Yes ® No 5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?* https://ipac.ecosphere.fws.gov/ - See Appendix 8 for IPAC Consultation Package No species occurrences or potential habitat were found during the site inspection on 1/25/2019. The USFWS IPAC Web Service was consulted for the potential of federally protected species or habitat at the site. Several of the larger trees on the project site could possibly act as hibernacula for the Threatened — NLEB. However, based on data presented on the USFWS website, there are no known occurrences of the NLEB in Catawba County. The project site does not fall within a "red huc" for NLEB (https://www.fws.gov/asheviIle/htmis/project_review/N LEB_i n_WNC. html). 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as an Essential Fish Habitat?* OYes O No 6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?* https://www.habitat.noaa.gov/apps/efhmapper 7. Historic or Prehistoric Cultural Resources (Corps Requirement) Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/ 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?* O Yes OO No 7b. What data sources did you use to determine whether your site would impact historic or archeological resources?* http://gis.ncdcr.gov/hpoweb/- See Appendix 4for NCHPO Map 8. Flood Zone Designation (Corps Requirement) Link to the FEMA Floodplain Maps: https://msc.fema.gov/portal/search 8a. Will this project occur in a FEMA-designated 100-yearfloodplain?* OYes O No 8b. If yes, explain how project meets FEMA requirements: All appropriate floodplain development permits will be acquired prior to construction. 8c. What source(s) did you use to make the floodplain determination?* https://fris.nc.gov Miscellaneous Comments Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred. Click the upload button or drag and drop files here to attach document Final Appendices.pdf File must be PDF or KMZ 125.72MB Signature CJ L7 By checking the box and signing below, I certify that: • The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and • The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. • I have given true, accurate, and complete information on this form; I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND I intend to electronically sign and submit the PCN form. Full Name:* Jon Swaim Signature* CidK a� lsK�i1G Date 4/18/2022