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I 9 may not be copied, reproduced, transmitted,.`displayed, . .` c o 1 E�I sT I N G C 0 N D I T I O N s . . distributed,sub-licerised, altered,utilized for other projects ar .' . i otherwise used in any rnanner without the .prior.written: consent of Anderson En ineerin &Associates P.A. except t - I j' 9, B P . �. . Co,h httAnt l that such us'e constitutes "fair use" under the '' 10 s I T E P L/ ■N �: PY 9 ct of 197fi(17 U.S.C.§107),as arnerided. Project . owner may keep one'un-altered permanent copy to be used , . { . . ,I I for intended project use only. I . . . C102 RECLAMATION . i . I - _ ... . . . 1 .x Q i. COVER . c2o . DETA Ls "i . a . . . (: ISSUE DATE 10.21.2022 ' r .. - E - . :. s... NO DA E REASON . 1 r . I - . I . . . < I: . I . . . _ - . 1 . i - - - - - otts s an ` PROPERTY OWNER &APPLICANT: . . Winston- ! - -- - '- - - . 5 jem .Greensboro Elizabethcity* LYNDON 13 FRIZZELL . , i 1 '� 7 • . iwilson PO BOX 221 4. I '. I i Durham - - - - - - .....�..._.......v...I.�.. } . 0A.sheville *RAl FIGH .Greenville WAGRAM, NC 28390 f Vass 0 GoJdsboro -. Charlotte - . . . .. . .. . .1... ..1.�� . . . ..... . .. . ..I . .. . .....,. ...I.�....�,.-.-I',:.,....:......,.........'.:..� ,:..I .1�...:.!J��1�.:.�11�,:�,.,'.I,1,._..�..�.:...1._4I. T.I...1Ii II._'.-.�'.�..',....�...1�:.%.. ......;..,...s.�...�I....��..:......::...'.' ...�. I..�...".......... �.:.IIL .....,.. �:. .� 1.�i� i...�.::......, ...7..,., ,:::.�0r . .. �.. ....1..� . ..II..1..1I...... ..: ".. ..: t Laurmh Fayetteville ( - - - 0 umberto.n i , . f i . •Elizabe own . hitevit I . Wilmington . T 6ERI7EE " I. ' - - - - { - i 1 I - - 3 - - - - I - Fi-,. 1 . � ,scaLE a -60 �Ho lz� .. �, . - a w�, DRAWN BY RT Gxr Qo �1u J' �� CHECKED BY LWA g e� �° ? PROJECT NO . 60-1882 �� . . �� t o �' DRAWING FILE '. 1882 1 t° L I . a= _ / SITE .. w I F FILE NO `! 1882 ? o l P aj I l': SHEET NO N S ; 1 z $ t 1 ARCH _ _ _ _ a,. _ _ - _ d - . .I . .. . . . .. . . . . . TO LAURINBURG .. . .�ko.. . . +.. .. . I.., .. . . .. . ... . 1.,1. .. .. .. . . . ... . . . . .. . . I . . . . I . . . . . ....;. . ... VICINITY MAR NORTH ... .. . .. . . . . . .. . ... ...,. ... .. i 02022 Anderson Engineering&Associates, P.A. . . I -. .� . . i . 1.. _ I _ : - 3 I I '. I . .. 1 . - . - I i . . .. . . ... � . . . . . .� APPLICANT PROPERTY OWNER & I offs s as Wir ston- . LYNDON B FRIZZELL S 'etri . Gmensboro Elizab&City* �� , , son ��. . G . . _ Chao I . . • 21 Asheville GH'lC eenville . PO [30X 2 "" lu . . r - . WAGRAM, NC 28396 • • -- � i RALEI .V. .... . VW �C' aldsbaro. . c,tte . . SURVEY DATA BY: ` ... " f:. JOHN MCLEAN LAND SURVEYING i.aurutUurPayetteville . I, , umberton . . •E3iz abe wn . 604 PEDEN STREET . . . . I . ite� . ' WAGRAM, NC 29396 T BE . . • Wilmington . A i . � - b . . ... (910) 276-6199 ,. .� I . EIP R/W :. �, _��- . . . . . , - ERT01� .. . . LINE BEARING DISTANCE . . . 7°46' 14" 0' wR,G,r - I L1 N 8 W 30.5 . t ° �, �� f i `:`RQ 305 N. Chippewa Street QO 3 l L2 N 07 41 20 72.54 e . I M. � . Lumberton, NC 28358 . 16'46" E 64' aY . L � �� 3 S 07° 34 I Office: (910) 6.71-9530 t . N .� Offi L4 S 07"34'58" E 29.86' ° Q y .. Fax: (910) 618-0838 EIR R/w L5 S 08°36'30" E 76.52' °�¢ i SITE i Email: B/EIR R/ ° s� l o j �> l 1 L6 s o8 1 1 1 o E 95.73 x � I . aLtdersonengineeringpa@gmail.cam . . . t � L7 S 87°29' 18" E 31 .29' z � . i 1 Licensure # C-0793 . I 1 A 1 L8 S 08°01 '32 E 403,32' �RCµW.TO � ' . . . �� ll L9 N 07°53'54" W 107.00' . . 1 L 10 N 07°53'54" W 107.28' To IAURINBUf�G I t . I� � L11 S 87°42'57" E 29.23' VICINITY MAP t�IORTH . 3 EIP R/W� } 4 SI i E NOTES I . 0 - _ . . - - j . . _ " - - - - - . . .. 3 . , .. . . . .. :-. ., LYNDON B FRIZZELL [ -r-L 2. ZONE RAKES. . . � - . -0, , � -10 8 ," 1 — .:.-. AUDREY C FRIZZELL l E NFVD$S. 1 3 ALL ELEVATIONS ARE . I ,� o . 0.2/fl ._- .. ....:. .. -. 4 -_ _. _..... _. . .. -__ . .__ __. _.. . . _..._.. _:_..4..,,:_..THIS PROPERTY kS DETERMINED TO BE OUT OF THE 10 01013 EI _ :_ _..._. I NCE FLO0D' PLAIN ACCORDING TO F.I.R.M. MAP# . .. ' I . . DB ZONE:1254 PRA 33 2gs i P 37108460 OK DATED UECEMBER 16, 2003, .. . / ` FANNIE BUCHANAN FEATHERSTONE 1 1 I LL 0 Z \I �_ / // \I N 1\ PIN: 030410 011OQ } } ti 5. EXISTING INSTALLATION:is (SUCH AS WATER MAINS/LINES; . . - ® W ° / % 1 DB 1087 PG 276 ` t GAS MAINS/LINES, SEWER.MAINS/LINES, TELEPHONE LINES, Z" ""� ECM._29�- - -1 f�T2gz-- - -�� - -.�_ - ,L - � _ 387 5722E / / 2 1 a� � yl r . + - - _ - / � ZONE: RA POWER LINES,AND UTILITY STRUCTURES IN THE VICINlTYi01 Q J 0 - - . 1 �- / i . / /661.66' - _ - 7 - -- -1- - - - - -I \ . . - EIP R/W. THE WORK TO BE DONE)ARE INDICATED ON THE DRAWING rJ . J �V O 2g3 oyD h co r`. cb \ — — y ..j �!CV. 293- -� . f � rye rn rn �o� po p", /. A \ `� — — — / N N �,, f f ECM ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN a. W Z . `r ` . -_ / JAM S. DIGS,J / / / Q n 1 I / / I l am0 \ . - . - // / MADE AVAILABLE TO OR DISCOVERED BY ANDERSON N06 0 = c�l° -294 T- = - - - 2 PI : 03041 . 010 � / / I m rn / Ilc: )C14 - -- -- � / ENGINEERING &ASSOCIATES, P.A. THERE IS NO GUARANTEE _ _ . / U) - . / DB 5W/PG 282� / / l I I 1 1 1 I I 0 / �l` (�) AS TO THE ACCURACY.OI1 COMPLETENESS OF SUCH LJJ 0C.) . E�M z9 - -- - - - _ - ^ J - ON : RA / / / � S88° 01'45"E ! / Et r ` I TIMOTHY BOYD . / � l 1 INFORMATION. ALL SUCH,.RESPONSIBILITY FOR THE i U. ~ 1/ s� � -T - � - �- -/ - - - - _ - - I - 1 . l 1 1 I \ TONY HARRINGTON - j- ! / / \ 1\ ACCURACY AND COMPLEr.TENESS THEREOF .IS EXPRESSLY . . / 1 1 6z ,4 `- - - -- - - - - _ - J CYNTHIA BOYD \ / 5 J h T - - { / / JACQUELINIW HARRINGTON Z 0 Z / j } ` { `- r _ �� DISCLAIMED. a. /I / S . i� J y / EC c PIN: 030410 01129 / - �� I l S PIN: 030410 01024 . . . .I , �--i - (:� / = -��= 4 - ~ / 1 6. THE CONTRACTOR SHALT BE SOLELY RESPONSIBLE FOR 0 Q Z Q �I'n _ J'1 / ) Ill j r i��/ �= � -- � _ � /}� , DB 15K1PG 240 / � _ I I l DB 1531 PG 0001 0 U) J / ' ' ALL IiOUSE�OF PRAYF�f2f2 / \ I� ) `�� J// \ � L - \ / 1 - - - 1 ZONES RA // 'r" J/ - ? l�� ZONE: RA LOCATING ALL EXISTING{INSTALLATIONS. J (�] o � / / 1 -�—E%7\\Ir/ /� I I \ / � � / l / ~ _ / r;- - _ EIRR w W Z 0 ! . > >. < �J° PP�IG: 03010 010�1 �\ \�1\ I I ` - - r - 1 1 ' - _r I _ J DB IqR PG 367 // 1 / \L�9s��s1� � �J \ / //� / - � N83° 35' S6"E �N - -/� ~" .// ~/� \ (�� I � W . J < 0 . . j �g5, I ZqN E: R) / I / / -s� _��J \ // / � i r - . - 405.34r \ ` J/ / / \ \ I I I 7 + PP F1 ) E --- E / / �..._�I { / / / / ` - / / / EI - / / \ \ �� 0 f r ..,..I � - E / � E/_-�"""_�.-. E / ! I E E E - / / < < , — l L / / / / 1 / / ,P \ \ i H �..�`� T` -�/---�--- / / / \ \ I CHRIS McGALLUM s 1 I / 1110.84' / / / W _ 1 j / / \ / / / / / / / N87° 29' 18"W - ,:. �___/ ,,./ .�_� __ _, - * 1 B E 1 l�i'i � P[IN 0304I10 010 QN 3 1 / / \ T-_/ _ 7' "-7-- / - / / \ / <v a - „ � I 1 / / / \ 1 / I / / / . / / // / / -� � - / \ R/ L 1 €: DB 1728 PG 308 I I _ . � w COD \ / / / $ rn �T a^ m un . / // / / \ / / g� ! I `1 ZONE: RA " i . II � \\ / / / / // I/ � / /N / /`i' I / // // \ ti r 1 r �� ! Nil � r f . / / - \ / -� I l GENERAL CONDITIONS NOTES 1 W \ / / / / / / / / / l I Ill I / / / l . ./ 1 ! / / / / 1 f, / ry / / \ \ - �g // l r � r I / l I / l ! I / / / / / / l \ / / ry gti / \ I i.w� I - ` ! ! ,tr / �. THE CONTRACTOR IS REQUIRED TO EXAMINE EXISTING / / , / / / / / \ fv o I . ) \ / / 3) CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION, f / / / / ! I / / / / 1 \ / / / rye ) 1 ! J / / / `' / INCLUDING SPECIk 1CATI0l1S, E3 FORE SUBMITTING A BED. . . I �/ / / / / '! ;I / / / / / 1 . \ / / / / � � � ! J / / _ III `1 .. /I / - 1�,H / / / J" / ! / \ / / /,. l 1 / / - - i / / I 1CD / 2. EXISTING UTILITIES (SUCH,AS WATER, GAS; SEWER, CABLE, 2 1/� L0 �o�ra / / I I , , / I / \ / 00 r r / I / / ` ' I ;: / / / \ / ,. , / % '1 I I \ / / J / / / CA I 1 DANNIE KELLY I / TELEPHONE, POWEF2.LIIVE�;`AND.UT[LITYSTRUCTURES IN THE of / / \ 3 3, I l \ t / _: `� / / \ � / � II HOWELL LAND CO, LLC o to/ 1 01 _, J l / �\ \ -.. : � ,.,;' - "" ., .::; j _ C/0 CYNTHIA KELLY :.... / . / . I.. / I I \ 1 / Co \ _. VICINITY OF THE WORK TO'BE DONE),ARE SHOWN ON THE 1 a - . �r - .,:I \ / / / / I / `. / _ / m PIN. 030410 01022 _> / 1 01 / J / / \ / / / N I L. DRAWINGS ONLY TO THE E. NT THAT SUCH PIN. 030410 0 0 �3 1 \..-.' , / \ \ / ,� : /. ., :, j gttitei�rarr i'. DB 1331 PG 192 / \ / / \ \ / / 1 > I 23 G 3 INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED C '� �2 o / / l / \ /. / i / Z . I r ZONE; RA / ZONE: RA _ / / / \ i / BYANDERSON > NGINEERI"NG &ASSOCIATES, PA. THERE IS:NO 1. i- _ _ — l . :l (!) , - ., :- - / / / \ / { ACY OR COMPLETENESS OF .HIS I .. :.: �: ..14.� �P _ `::: :..: ., / / GUARANTEE AS TO THE AGCUR a . ., u,-r.. \ N o L i.r ,.�� / / / / 10.83 ACRES r — x % \ . . / jj ... . s \ ✓ / . / /. / I _ _ / / / INFORMATION; THEREFOR_-,ALL LIABILITY IS EXPRESSLY -4 r_ 1�'Y 1 �.:, / \ / / / / ! \ - _ / / j / I \ SQ / DI5cLAlMED. - ,SEAL - - / 2g \\ / / I/ , . ! ! 1 LYNDON B FRlZZELL / 8 / r J ` ` _ / / / / 3. THE CONTRACTOR SHALL 3E SOLELY RESPONSIBLE FOR O ! / ! PIN: 030410 01010 - ' 'FNG l N E�ot''I / _ ` \ \\ I / / ! ! b8 1736 PG 58 / // _ j/ / 1 / LOCATING ALL EXISTING UTILITIES 1 . '��y ' .:.,,,,,, :�Q / 2 / !. .." ZONE: RA i/ / � � r / / / 11 I 4: _ANY DELAY,ADDITIONAL VIORK, FEES OR EXTRA COST TO THE i�rrir . A N 4��. . i 9, \ / / / _ _ - / I W \ / trrirgt. / \ \ / / ! / _ / - / 1 CONTRACTOR CAUSED.BY OR RESULTING FROM DAMAGE TQ QR I / \ \ � / / / - r f ! / / / 1 - /. MODIFICATION OF EXISTING UTILITIi. ES BY THE CONTRACTOR OR ' \ � / / - / / / I 1 / / / I, - / / \ / _ / _ - - _ � / I I AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM s. _,. , . ., \ I \ / / :/ — — — — / / / : / _ r FOR EXTRA WORK,ADDITIU.NAL PAYMENT OR DAMAGES. The creation.of authorship contained in this drawing including" 1. -., I / � / / / 1 1 " _ but not limited to ali"design, text, specifications.and images, ' / (1; ) I __ € / / � / /` - / / / / /`�+' / >n / - 5. THE CONTRACTOR SHALL IELD VERIFY ALL EXISTING FEATURES, a"re,owned, :except :as otherwise expressly stated, b r P Y Y.. . f / -. -. / / / / —., \, / / / l� C. \ UTILITIES,AND FINISHED.( RADES PRIOR TO SUBMITTING:H15 ,Anderson"Engineering'&Associates, P.A. and are protected / 1 I ` / / / / / / "I' / / I . _.� S [ ,� '' ` by copyright and other intellectual property laws. This drawing / I I / / _ - - - - _ / / / / \ _ _ / I \ / \ . NO EXTRAS WILL BE I Al.p DUE TO UNANTICIPATED EXISTING y pied, reproduced, transmitted, displayed, . _ _ BID ,may riot be.co C 1 / I / / / / , / / / // / — — _ / �- ` .. I \ 1 _ distributed, sub-licensed,altered, utilized for other projects or CONDITIONS OR INSTALLATIONS. I / . 2g ` � I , / / / / / � ` \ / ��$ -_ J t otherwise used in any manner without ,the prior wriiieri i / { / / / / / \ / _ 1 \ / f I p consent of Anderson Engineering &Associates, P.A., except / / . . 1 / / I / / / / / r - / i / / / \ / / / 1 1 \ ` to the extent that such use constitutes "fair use" under tha ` LEGEND / / I / / � / / % / / / , i / \ — — / / -01: ` I\ 1 ` / I - i Copyright Act of 1976(17 U.S.C.g107),as amended. Project / 4 1 / / / / _ / / / / / i _ ` tt \ / I j owner may.keep one un-altered permanent copy to be used. ` / I I / / / / _ i / 1-1 / _ / / ` )I\ \ / 9 I - for intended project use only. J f . / / 1-1 / , . / f 1 / / ,, // _ ! _ _ / _ _ � // � � � \ \ xlsT colvTOur s . /: _ i / / 1 i / / _ - - - - - / WILLIE HARDEN EST. I i .� / / / / / / . .� / _ _ _ _ _ � _ _ / � _ -2 3� 1 \ 1 & HATTIE MAE McEACHIN EST PP EXIST.POWER�O�E I EXISTING . - C O NELLIE McEACHIN I ./ / _ _ _ _ j / ` _ 1 / - - - � � ry 1 j �02 /� _ __� � z - _/ o_l 11 1ti l' PIN. 03041001Q94 ` LrGNDI11®NS - `� � 1 ./. / / . � 1195.20' / - " /.. _'- _ _ ._ _..,..",_, ,, , DB 9V PG 271 I 1 I . . - / -: / / gb- - / / / i / / _/ ` - - - = �-`-�- 1 11} 11 ZONE. RA I I / 1 / � i _29 _ rL�� /rL$9 $$/ - _ _ _ / _ i "�� ` . / EIRE� - — �- - -' — \ . 'L �1 / \ EIP R/W - -� I ISSUE DATE: 10.21.2022. i i 2 a6� /' / . - / / / � _ h' C — -283 ` -- - — — _ 'p �\ 3 I NO. DATE " REASON .. _ / `L \ \ ` . \ "4 " — / _ .. . - 1 _ 1 l�' 10 . I . . . . ... . . / - � \ ,J i s ii . . .. � . - - - — — — . . — . \ TRW . .: ./ 60 . I 'v'- . . / WILLIAM WHITFIELD NEWTON � CATHERINE NEWTON &'. . I . .. I . — — — . / &WIFE SHANNON R NEWTON HUSBAND MARSHALL CRAIG DUNLAP I I . / PIN: 030410 01009 C/0 WW NEWTON - . . . . . / DB 1464 PG 195 PIN: 030410 0100901 / - ZONE: RA DB 1466 PG 188 r . . ZONE. RA — — -_ . 1` . . 1 . 1 . — — — . . _ _ — . —. . j . , SCALE: 1"=60' (HORIZ) . DRAWN BY: RT . .. CHECKED BY: LWA Know What's belo�N. PROJECT NO:: 40-1882 . . a� _bBQr@ yCru dlg DRAWING FILE: 18$2_1 . " k . .FILE NO.: 1882 . ; ., . GRAPHIC SCALE t - SHEET NO. 1 . - .` - _ - 5p .0 _., 30 i 120 ::240._. - - 60 I ". . . .: ;. IIIIIIIIIIIIIIIIIIIIIIIIIII I:0 0 . .. �, . IIIIIIIIIIIII I . ( IN FEET) { ' I . C Horizontal} 1. . . - 2 Anderson Engineering&Associates,.I'.A. ft. ( © 202 1 inch 60 , , i . I' i I . ,-: - . ,� . ,I . . I . _ OYt9 Sall - . `:;;:"::. PLICANT: Jvuistoaa- � € PROPERTY OWiV1=R &AP �+ R jar . LYNDON B FRIZZELL 11Siem *Gi ensboro ElizabetbCity* I �y�LE G . EIP R/W ;` :. PO BOX 221 llurEiam *Wilson I �` L` . . AG 2$3 Asheville .; H Greenville I . *RALEIG . I �•::....::::::� W RAM, NC 96 * * .i . . . . . , 4 l . Vass •Gotdsbom l . e . [ SURVEY DATA BY: Chzrlotte I 0" . !.....;:`.::; Fayetteville :•..... JOHN MCLEAN LAND SURVEYING Lauranbur I . . �:.. y • ruriberton I . j ....: : 604 PEDEN STREET • ei ube wn W . WAGRAM, NC 29396 * Wilmington T BE RDI E ::....: ::: (910} 276-6199 , EIR -I-I B/EII R/ t>`: ` ERT6 . . ' . . 2 � 1 I I t t W a= } • 305 N. Chip ewa . . � I a . ` 8� 9 Q�� Lumberton, NC 2E . I p e= 1 - r Office: (910) 6714 } I :. : : L o $. ,� -- :'>:;::::.� �� ¢ ! Fax: (910) 618-0 _ . ' . _ � SITE _ ° Email >, - . EIP R/W1 ...... a 3 - >::l> .- X andersanengineeringpaC . . . o _ , � z � - . . 1 �k.:...>........ Licensure #: C-O• � � � LYNDON B FRIZZELL - - y tl :.;`#:: Mc` V - 1 • . AUDREY C FRIZZELL - -- -- ~ J �'i 1 s: .,> I cri . I PIN: 030410 01013 i EI 4 TQ LAU I 1 :::. j DB 1254 PG 333 2 1 :.....�;:;.;;:• . \ II ZONE:' RA // �, } 1 FANNIE BUCHANAN FEATHERSTONE l � I 1 I VICINITY MAP NORTH \ , / 1 \ PIN: 030410 01100 1 } � .,".• . .ilTf NOTES . ECM - 292- - 2g2 - - -�-: - ._-Z_ t - - / } DB 10$7 PG 276 tip - . .. i : -[- - - - -, - _ .1 ,��- �, ZONE: RA 1. . TOTAL ACRES: 10.83,�C . �93- �fx h ro . � \ 7 - -� - - PR/W . / / /- 1 El ::.... - 283- - __ �� `1� `� N c°' ry moo �� f 1 // - E 1 l r / :•'I_-;::; 2. ZONE: RA . - . n - JAM S. DI S,J / a € i / . ] - I �.... ..... F_.. � � . I / / �, / I // 3. ALL ELEVATIONS ARE NAVDS$: . ` � -- 2 m .. _... ._,._,I I... I.. _ ---.._...- . ..---W - .__ _._ .. ... ._ - -... . . . . .. . . - - - . .. _.... 294 .. �.-_ / - _ rn _. .. . ._ .. _._ _. . . _. _. . . _..- t. _ ... _._.._.. _ . ....._._ _ .m, /. _. PI. . 030419 010 / / I / . . . L �.� �� i cv o� 1 -- �t l �.::' :";'`< 6 4. THIS PROPERTY IS DE CERMINED TO.BE OUT OF THE 0.2% a" I r j DEi SWiPG 282� / . / / I `�' I - - ! I I 1 EI I 1 / I I . :<: s ANNUAL CHANCE FLOOD PLAIN ACCORDING TO F,I:R.M."MAP# . / . / 1 / lI 1 I LL ECIM f `� 5_ 1 - = _ _ �_ - - _f- _ ONE .RAC _ll / _ / _ - - _� I 1 I // 1 I I 1 l TIMOTHY BOYD // TONY HARRINGTON 37J 0846000K DATECi DECEMBER 16, 2003. . / / / 1 - __ - J� - -/- - - - - - -T - - _ _ _ , - I - �. �, CYNTHIA BDYD / 1 1 l :: '. JACQUELINE HARRINGTON ALLATIONS SUCH AS WATER MAINS LINES Z /1 / / / 1 -._ �= �� [ �' / �/ I ` 5. EXISTING INST t / EC y 1 cv PIN: 030410 01129 / - - l PIN: 0304.10 01024 1 - /� J / � ' SEWER MAINS/LINES TELEPHONE LINES Q iJ 1 I / / 5 1 � _ :� =r=-%'i/= �� I :I GAS MAINS/LINES, / / I - - - - / / r . I DB 15K1PG 240 / f -1 1 I l :ss: : ; DB 1531 PG.0001 . I �. / 1 } L J// \ - - - / / y - - ) ZONES RA r J Y ZO E: A POWER LINES,AND U I ILITYSTRUCTURES IN.THEVICINITY OF W I ALL �IDUSE/OF PRAYER I 1 / / E - - -- I�J�: :'." N R _ THE WORK TO BE DOLE ARE;INDICATED ON THE DRAWING . a. C t �� --��\�11r/ I' I r P �l: 030�10 010�1 / / = =- \ 1i\\ / } I 1 I i � / �/ _ . �, / L - EIR R/W 1 1 ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN N � DB1 PG3(�7 ( / � \1�2�� 1 t / - - � r ` L rn __ `9 -J \ PROVIDE SEDIMENT F IVCE r - .N _ - �~ - ` / ,\ \ � I:•::•:::'::::•:: C N -� -- 2 ✓ --- - / 25 UNEXCAVATED, V 6 �.291;1 � j / \l : . MADEAVAILABLE.TO OR DISCOVERED E3YANDERSON Z f 9g� . I ZONE: RA� / BUFFER / 2s8�� J I / / \ , r r ENGINEERING.&ASSOCIATES,. P.A. THERE IS NO GUARANTEE 1 / / �- ` AT fNE BASE 0#�BER�1 / ` y 'K: W . / � ~ . PP EI .. E E / \ i / ` - ff \ - i � El - �.- ` / / 1 I ,.:i'-.. AS TO THE ACCURACY OR COMPLETENESS OF SUCH L,L. .•. E k E/ --� E / / -!- E E / E A \ 1 .. d / I- 45 UNEXCAVATED / . . INFORMATION. ALL SUCH RESPONSIBILITY FOR THE .... , . • . , P / 1 / / / / / 1 PR ROP 4 VEGETATED ::>: ::: : / \ BUFFER 1 1 CHRIS McCALLUM ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY Z -1. •I'." •'.' -".' ' •...:•'•'. -:' •• • , " • .• .',' .',' . •• . •. . " • .' • .'. / BERM , N . C /,' . ,' . , . . . ✓ • • ' - • ." • .' " A, .' .'. .".''."•' . ,• .'•• . -• . ,• •• / a �;•'.• . . . . / 3 I. 1 1 I .::.::.:...::.:::•;: MIGHELLE MORRISON DISCLAIMED. I ! ® O �. '. ' . '.'� '.' . . -'.' . - _ ti PIN: 030410 01023 J C /, • /. . . . - . - �' ' . ' . • . " . : ,• . ,• . ,• . ;• :' • . •• . ,• 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR \ /. I. . .. , .. . • . •�- • ' : . • . • . L .:•• .•;. DB 1728 PG 308 I LJ.I 1 / " . 30 _ I LOCATING ALL EXISTING INSTALLATIONS. �. /. /" :: ZONE: RA i c� ti �• :;:.:::; l \ ":'.' ry •'�" ," 7. SEE SHEET C001 EXISTING CONDITIONS FOR PROPERTY LINE i W . PERMIT BOUNDARY ,, , ,. . • •f•'.•'. :: .':.".' . , ,� .i } :\;;;:: ROVIDE SEDIMEhLTE 1 - �!.16 . - . ,_ .•' •'' I BEARINGS & DISTANCEfS. I . 0 . LIMITS OF DISTURBANCE / / of i ,�'� .� �. . ' .)" �IT�HES�OF BERM 1 / ry r : .` :"' y `•' l : ??:. : � 8. MATERIAL TO BE MINED WITHOUT THE AID OF PUMPS. NO (10.83 AC) j / / / J \ / ry ti t 1' I TED DE- W I f• 1 / / / J I MINE E30TTOM / / / \ / / ry j `" N�'� �.: .`: 45' UfVECAVA / WATERING PERMITTED. I / / / / / I i�-s j � BUFFER' / 12 . .. . / . / / } / , I \ / / , .:::� 0 J / / i 1 / / J / / / J \ 1�....... .. DANNIE KELLY / / \ / / . . . HOWELL LAND CO, LLC � / I . I . �d1 1 / l / 1 I \ \ \ / / J / \ ✓ i / - / h :1 • . \ / / / / / \ \ 1 #>>>:::;:;;; C/O CYNTHIA KELLY / . PIN: 0304100. . I � \ / / / . . \ \ \ / / / cn t �, 14:':"3:': J / / �' ''� oo PIN: 030410 01022 / i 1 I DB1331PG192 i � � \ �'o / / / l / 1 / \ \ / �! / f I 2 \ o / / / / \ / / I :::::":::: DB 1236 PG"203 / GENERAL'CONDITIONS NOTES W ZONE: RA / / \ '1 ZONE: RA / i . I ' .-'.: , R \ / / / / / / / \ \ � � � / ;�- .:::"`.:,t: Cn / 1. THE CONTRACTOR IS REQUIRED TO EXAMINE EXISTING. I 1 �9 // / / / / / / 10.�3 ACRES \ ~ - - - - � ' I�c� . j CONDITIONS/iNSTALL4TlONS AiVD AVAILABLE INFORMATION, 9 / / / \ , / . . / `\ / ( 1 \ .. _ / / } I I <:: I ` / INCLUDING SPECIFICATiI)NS, BEFORE SUBMITTING A BID.4 . . • J - - Imo _ , � • • .. • .....:;: / / / / 1 LYNDON B FRIZZELL / / r,, 1 } I `t ..::. :::::::: 2. EXISTING UTILITIES (SUCH AS WATER, GAS, SEWER, CABLE, 2 I f 1 - / 9 \ ;. i 8. / �: / - ::"; / L 'ES AND UTILITY STRUCTURES IN THE 1 . • . / .PIN. 030410 01010 r - �:'>; ":::::.: TELEPHONE, POWER iN 1 / \ 1/ / J / : - �; / I kss. s : / VICINITY.01=THE WOEZK;1'O BE I]ONE)ARE SHOWN ON THE I i / / I DB 1736 PG 58 j ., _ - -, / UD t _ ::.:_:. 25 - ... DRAWINGS ONLY TO THE: EXTENT THAT SUCH / J ZONE. RA � / .... . -:: ,., � . . IJNEXCAVAT£D / / 1 -.. 4 �l / 1 / �� ro , / F�kP. 4.VEGETATED. �RM • BUFF / / ::.;: : >. INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED .� . ER (2.08 AC , \ / / / 1 / � _ 1 tv t \ / . / "I•' l� .` "" BYANDERSON ENGINEERING &ASSOCIATES PA. THERE IS NO i,p . . / / / / / / / __ / I ;... 4. s s., . . t \ I ' �L / 9 _ .. / / - ` ....�....: 0 " : GUARANTEE A5 TO THE lCCURACY OR COMPLETENESS OF THIS :'() / / / / / 6j / / . I I . \ \ / / / 1 - / +< : 1 ::` :.... �: INFORMATION;THEREFORE, ALL LIABILITY IS EXPRESSLY _ . SEAL r / } / / I l ' _ � ' / i ' �' _ 16 L" I I ..:::.....:.... DISCLAIMED. 13325 . l C L -7 : I .'.j / _ 1 I ` /" / 1` - \ / / f."' �tl ;::: / 1 3. THE CONTRACTOR SHAL_ BE SOLELY RESPONSIBLE FOR k F e-_:• c MINE BOUNDARY 1 / / / - / / i / �..;.:,: EA ;'A . •,.Nei 8.46 AC. l ..•: : / I I / / _ - / i I \ / : . '.'l." " I 1 - / �: 1 LOCATING ALL EXISTING UTILITIES. ., .p , ,Is q . I 1 : :`s: / / / 1 r / I / / - / / / - r �� i , :;;.: {") 1 4. ANY DELAY,ADDITIONAL WORK, FEES OR EXTRA COST TOITH£ •,,,�rr'�AiN4��• / / / , / / / � ' \ .. 0 ":: '' s::� / I CONTRACTOR CAUSED BY:OR RESULTING FROM DAMAGE TO OR / r 4f I 1 MODIFICATION OF EXISTING UTILITIES BY THE CONTRACTOR OR , ROP./ASPHALT APRON ./. .r I MINE BOTTOM - r - -_ /:, - I I I I� :::. :,;;:;: AFFECTED UTIL C MFS'ANY SHALL NOT CONSTITUTE A CiAiM ::::.- - / 1 ITY. 0 ,. . • . .�`::; :. 9 - - / / - / / / , / . I 9 FOR EXTRA WORK;ADDI'.fiONAL.PAYMENT OR DAMAGES. 7he.creation of authorship contained:in,thi; 1 / / / \ APR but ndt limited tb all design,text,.speciIc,, / 1 / / BAST ate',' •:: ':;`'. % 1 5.`THE CONTRACTOR SHALT,FIELD;VERIFY ALL EXISTING FEAT URES, . •/ a / ' / / - - -'- - 2g2 �'� p jj are awned, except as otherwise .exp1 :; a i. WILLIE HA DEN EST. /. . / : R ) Anderson En ineerin & Associates, P.A. y . , 1 UTILITIES,AND FINISHED GRADES PRIOR TO SUBMITTING.`HIS s s : "� • . /• • �• {{ b ce ti hi and other intellectual ro ert ::'t'a:S i - Y pY 9 P A Y • .' •'. •'. /'. '.' . :' '.• • & HATTI£ MA£ Mc1=ACHEN EST ./ �' '. ' '.'' '. .• • • . • . BiD. N EXTRAS WILL'BI- PAID DUE TO UNANTICIPATED EXISTING /• . •.' • ./ . 0 !' .' .'. .: .' 1 •'•'.. •'.•'' .a•'.• '.' . i • , • ./. ma not.be co ied re produced trans �. • ,y �, :' ' C 0 NELLIE McEACHiN , I. . CONDITIONS QR INSTALIATIONS. distritauted, sub-licensed,altered, utilized fi ✓' -';'.1 .t.' <n oiherwise used in an manner withoui / va / ::.�•:•` l Pi : 030410 01094 tl l"'.' l ' consent of Anderson En fieerin &Assoc / / / �' 9 9 i _ D"B P 2 1 ' LEGEND 9V G 7 / / / / i �':�', to the extent that such use constitutes."t / / / / :. . 1 �20 �9�. / / / / / - - r .'.' . I :�''::";:� ZONE: RA I i Copyright Act of 1976(17 U.S.C.§107),as / /291 �° g / 25 UNEXCAVATED 2$a �A, _ 1 ; { . __ 6 8 -1 / � / EIR �/YY - - - - /- � PROP,cONTt3uRs PP owner ma ee one tan-a t r nei . / i 1� 2� g6 � BUFFER i -_ 1 .'' EIP R/W- - - - - - -k-- I for intended pro ect use only.e e / /2 2$3 T I E / 1� / -.. - / / ,_ _ - I p_r EXIST.Cl)NTOURS h 283 P m .... D - / / - 4a :.... *.�.*...�...�■ PERMIT BOUNUAR.1 . / .. r1, l \ TEMP. GRAVEL CONSTRUCT10 cv1 • ? : I / .. - ENTRANCE "EX t IT \ :: :;:::.....:. / :::::: 1 - �.....■ .... PIT BOUNDARY . 4 o:.:::::• 1 i . . 8 is PROP.UNEXCAVAT / I I /, PROP.HAUL ROAD. .. S 1 y 6iO ' . - =D BUFFER I T 4+� ITE PLA / WI W ELD EWTON ......._:•� CATHER NE EWTON I LLIAM HITFI N ! N & ..........I.... l . &WIFE SHANNON R NEWTON I, HUSBAND MARSHALL CRAIG DUNLAP:, I . I . / ,: •;:::;;•:•: ., PIN. 030410 01009 .: C/0"WW NEWTON ISSUE DATE: 10.21.2022 - / • " - . �s:>::;i.". .".CAT.EGORY. . . . : .AFFICTED.ACREAG . DS 1464 PG 195 PIN. 030410 0100901 / ? I NO. DATE REASON ZONE: RA N DB 1466 PG 188 TRAILINGS/SEDIMENTI ONDS. 0.27 TEMP. GRAV E. RA i - - - :: EL CONSTRUCTiU . .. ENTRANCE/EXIC ZON � STOCK PILES I - - 0.16 . . , ,. - HAUL ROADS ' . _ x M I OE EXCAVATION .. 8.46 .. I I . - UU 0 ERe OTHER (EXPLAIN) h ~ ALL H SE F PRAY . .. , . �QUAR Y - - - R I SIDE I�- SIDE PROVIDE GATE HAUL ROAD . . WAGE I " 9,20 . TOTAL DISTURBED ACR TEMP.SEDIMENT FENCE, 7 G mil`' to - - . I PERMIT BOUNDARY& WITH LOCK . i 3:1 50.00' a o rl BU>'FI=R TOTAL'ACREAGI= PROPERTY LINE ER0510N CONTROL NOTES: CONSTRUCTION SCHEDULE 14 IGRAss�D - - - - I UNDISTURBED BUFFER• ''I 0.00 :I . - ------ ----_� . T 1. EROSION_CONTROL MEASURES ARE GENERAL IN NATURE. PROVIDE 40LF OF 15 0 2.08 - �� .. ' UNEX 1. FLACt CONSTRUCTION LIMITS. 12 - - - CAVATED BUFFER CONTRACTOR IS RESPONSIBLE FOR ADDITIONAL MEASURES AS \ - 4 I 2. INSTALL SEDIMENT FENCE. z MIMNG CLASS IV RCP FES ` - o h0 E3E .. • . I �I • - REQUIRED TO PREVENT ON OR OFF-SITE RUNOFF AND EROSION. 3, CONSTRUCT DRIVEWAY, INSTALL PIPE, INLET PROTECTION, 2 PIT 3:1 SLOPE @ 0.25/0 . • � RM . i TOTAL BUFFER '. 2.08 . - . , 2. ALL INLETS TO HAVE INLET PROTECTION INSTALLED AND RIP RAP APRON. � 16' HAUL RD 30' INV. OUT=282.27' ' ' - �" I IMMEDIATELY AFTER INLET HAS BEEN CONSTRUCTED. 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT& INSTALL __:_ oo's€ctlr DISTANCE . TYPICAL BERM CROSS-SECTION A -A PROVIDE RIP RAP co\s � . I 3. CONTRACTOR IS RESPONSIBLE FOR INSPI=CTIQN OF ALL GATE WITH LOCK. �ct� 24.00 - k T . NTS .. APRON #1 A2 • . . EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY& 5. CLEAR LAND, STRIP &STOCKPILE LAYER OF TOPSOIL. y5 x. INV.=282.40 s AFTER ALL RAIN EVENTS. NEEDED REPAIRS ARE TO BE 6. CONSTRUCT BERMS FROM STOCKPILEy-OVERBURDEN. TOP OF BERM mot. TEMP.. PIPE' T PROTE TI0N S E 1"= COMPLETED IMMEDIATELY. REMOVE ACCUMULATED SEDIMENT J h . 7. PRI*PARE BERMS FOR SEEDING, LIME,�AND FERTILIZING. AWN BY CA AND LEGALLY DISPOSE. REFS/5HRUE3S -� PR LILT _ I. DR L 8. COMPLETE SEEDING LIME AND FERTILIZING. . - �i>NV= 2 50' : 4. TOPSOIL TO BE STORED ON-SITE; DURING CONSTRUCTION, 9. RESEED AS REQUIRED. M ' o Q _ - ---~ 28 .I CHECKED BY: . PROTECT STOCKPILE WITH SEDIMENT BARRIERS AND TARPS AS 10• EXCAVATE & CONSTRUCT SKIMMER BASIN. 283 ~REGRADE 100LF F DITCH M ,� I .NECESSARY.. SPREAD TOPSOIL EVENLY OVER DISTURBED .. 11:. BEGIN EXCAVATING PIT. C7 3 _ o . .I ROJECT NO.: SIDE SLOPE .. ¢ q, OF BERM SLOPE @ 0.2 /o --- REGRADE 200LF OF DITCH t AREAS DURING FINAL GRADING. 12. KNOCK DOWN BERMS AND DRESS UPAREAAROUND PIT. P q Know what s bc,low. ,, (n . . --�. - I DRAWING FILE: . 5. EXPOSED SLOPES SHALL HAVE APPROVED GROUNDCOVER 13• BEGIN PROCESS TO FILL IN PIT. . . : . . i :•::•:: . Cad before .u dl NOTES •. . ,, . y . WITHIN 21 CALENDAR DAYS FOLLOWING CO PLETION OF ANY . = FILE NO.: . M 14. CONI 'LETE FINAL GRADING OF LANDS: i . PHASE OF GRADING. ALL DISTURBED AREAS SHALL BE LI ING. 0 _ ARE AREAS FOR SEEDING LIME AND Fl"RTI Z :�' 15. PREI. SHE .. cs c i 1. TREES SHALL BE OF THE .- ::.:i�i ::: ':,i :: ::: i i GRAPHIC, SCALE ET No STABILIZED.WITH PERMANENT GROUND COVER WITHIN 15 LETE SEEDING , LIME, AND FERTILIZING. (D -, � i 16: COMP .. a SPECIES MYRICA r t _ . WORKING DAYS OR 90 CALENDAR DAYS WHICHEVER IS 'QED AREAS AS RE UIRED. v CERIFERA WAX MYRTLE zaa ( 17. RES1 Q F- ( ) 60 0 30 60 l 120 OR APPROVED E UAL. ::• ::, :: SHORTER) FOLLOWING CONSTRUCTION OR DEVELOPMENT. _ SITE IS STABILIZED REMOVE TEMPORARY SEDIMENT Q :' • ': •:. :• . ::•;: ':;; ;:' ::• :: :::: : ::::•;. •;• :. ; : ::':. • . - . , • , " € . 18. WHEN ::: ::: : :': ?• . SEE SEEDING CHART FOR DETAILS. �- ; FENCE. . . 2. TREES SHALL BE 5 6. DURING TREE REMOVAL, CHIP ALL.SUITABLE TREES, BRUSH GALLON. SCALE: 1''=20' I .s DRIVEWAY DETAI ( IN FI_E T) I . AND STUMPS.,STOCKPILE CHIPPED MATERIAL AND USE FOR MULCHING AND STABILIZATION. TYPICAL BED M PLAN VIEW = ft {Ho tal) @ 2022.Anderson Engineering&l t inch 50 rizon ;'" i . . . ts. .. . . �i i w . t APP ANT. . . PROPERTY OWNER & LIC . nrts rg_ a!1 ; . . . LYNDON B FRIZZELL Winston 1 . . / �jem Greensboro Elizabedl City@ T11 . ... P 4 • Uurham *Wilson. . EI F, W PO BOX 221 I ' *PALEI E GIt M, NC 28396 , 0Greenville �T ,. �As Y WAG RA Asheville _ . . Vass •Goldst. . . . y . . SURVEY DATA BY: l �F { �C!a lotte 1 .. . SURVEYING i t it . b , .., . .. .. ��Elileb aye r,., � � JOHN MCLEAN LAND SUR G ILallrin "�j . . � 604 PEDEN STREET i '. wnb Eliza e wn S3 ' AM, NC 29396 wibningfan WAG R 1 6-619 . (9 0} 27 9 T BEIMEE . . . . . . . EIR R W �� C I f� C �-1 B/E R/ . � E TOA,�. . 1. . 1 . . . . y �o I y . . . l 1 4 I I # . .. .. I 1; o 05 N. Chippewa S . . . . . p �Q,�� Lumberton, NC.28 . . 1. o N �� ice ( ) 71-� l , - �y � i a �. off S a o . � y �o Q Fax: (910) 618-0� . . . _ . _ �� = / SITE ; -- y EI / w ; H i Email: . o O P R Wl . - e . _ _ _ � and rsonengineeringpaC J - } �If i Liceh! ure #: -C-O r . 1 . I _ _ . t -t .. . r 4N°LN¢O . I AUDREY C FRIZZELL - -- >, . l / xRe EI y ` rp. . , . . PIN: 030410 01013 4 . LAU . . . . . . . DB 1254 PG 333 Z 2g6 } 1 �-C ` . .. . . .. . I .. . - . \ ZONE. / � I ST E 1 I .. . I . + .. . . ... � . - - RA � � A EBUCHANANFEATHER oN 1 � \1. � / 1 1 1 I VICINITY MAP NORTH . F NN y ECM 2g2= _` T29�1 -� _ / // \ ' 1 1 PIN: 030410 01100 1 11 - - / 1 r, DI3 1087 PG 276 s I I : . � � � � - - - - - - - - / - 9� ti ��, ZONE: i • l - - EI I _ `2g3�: �� Ch g� �rn o ,; - /- _ -� - - ��= - 1 ON RA w - - ~ P R/W ..! 293- - _ -- I I rV N nQ �� , 1 I r -E 1 _ / 1 ... 1\1 .:` , � // JAM S. DIGS'J / / o 0 fI / / " I / i iI ' ..,. . 1 1 i . ; r . . '"i 2 / - - -- r _ . G... _.-. ..- m - - _.__...- PI . 03041 a10 W._.._ .. . �._.., -- - - - T - _ _ _.- /J / DB SWiPG 282 1 I / ! � / (D . � : i . .. .:I .. .. 1 / / I EI } ?� / >> I � - , - - - ,L/ / / - - _ 1 1 / I 1 I I l TIMOTHY BOYD / . 14:r, ,,,,,,,,,,,,,,, '` / / / I ( T- I / 1 / / I TONY I lARR1NGTOI`1 I/ / { ` \ JJ L/- 7 - - - - - _ _ _ r m CYNTHIA 80YD / 1 ,1 JACQUELINE HARRINGTON. /( / (:� / 1 ( -= — i� J / - / EC - � -. N PIN: 030410 01129 // � ,, I . l ti PIN: 030410 01024 . / I . / ) 1 I/ r = --r J�// ��'�� - - - I i DB �5KiPG240 / VJ - /� � L Q J � � / 1 1 I J/ �� - - ` ` 7 / ` ; . . 1 / -- /- � } DB1531PG0001 I J J �. ff.. I ! . AL L NOUSE�OF PRAYFrR / I� ) J�� / \ - \ / / 1 - - - J ZONEt RA � _ I ZONE: RA . - I 1 r / / -�=�y �\�111�f ) � I � � i / � i / ,� i _ I�� I Q. 1�-� 1 P��: 030410010,f1 / / �\\,!, �` \ } I I � / / _ - - - r , - . / �� - -5r ElRR/W l a N .� � _ 2g5 I � - - - - J DBz NEpR 7 / I // \`2s��291� � �-j \\ �/ / l � r � \_ �/- ~f/ / � 1 Ott I I �'. N do \ \ L _ i i Z I L.__ I f / / / // �.�,~-=�.= ` / // I / - r - �Pk=RMkT BOUNDARY / YS ! 7 I W PP E E E / s_ .._ / \ / EI \ I � C . � .� -. --� . E k E/-�._._._/ � / / / e / LIMITS OF DISTU DANCE / I ...'; : I LL . ,a • . , • . . . • e . ,• : ; / PP i}( 83 AC} / I . 11 ... ' . •.. .'i•.'•..' '..'.;., II . T 1 1 CHRIS MCCALLUM �.'.' L . / / _ 1 1 I d' MICHELLE MORRISON I 0 /. �'•' ./. .]. %' /' / 1. ' 4 ,� ; 0 ry _ . . B E I t'lei P I'./ 1 N: 030410 01023 I J 0V Q I 1 I \ / R / ... . ..1.'. ' L Ds 1 1 1728 PG 308 i 1 1 r'. Z . V . I. ZONE: RA I 1 / , / �.'. ; . I / / * ��. I / a . — .i•"r.'�' i/ V _ a •'. •'. ' '. '•'. / _ / E / W PERMIT BOUNDARY - ._. �:.�••�j..:,�•'- � � .•.• . .� ..:•...'.'•.�..•.'•.'..•.'•,-..•.'�.��,`:�'.�•.' i . . . -. A _ .' . �. • . ..I • ,• .i 1 ROVIDE SEDIMF.,UT-F-ENCI'- 1 I .J LIMITS OF DISTURBANCE I - , / ' / / 1 I / / / 1 rnr' �'�✓� ' • • f` ':' ' . '}.'•'.•,'.-J ATJ-HE-BASE OF BERM .. I 0 (10.83 AC} ! / / / / / / I I / / / / / / / h\ // N ry�ry y/ / \ 1 - ` '� I. Ill I IW 1 / / / / 1 \ / / / rV ) 1 I / . N / � H 2° / /. I / / / I \ / B RMS AR�TO B NOCKED DOW / (�) / . . 8 . . .., / ( / t. I / / I / ( / / / 1 DANNIE KELLY :L. HOWELL LAND CO LLC o l l / \ \ / AND USED TO SHARE BA�1K5 AND I J iti � � G/0 CYNTHIA KELLY PIN: 030410 01001 ` �. ,•'. / I } \J / / 1 / / \ / / , JDRTSS UP DISTUFT8ED AREAS / .� �,'` : ! . 0 . DB 1331 PG 192 / gt � ' I \ �o / / / / / / . / \ \ \ / / ,--'.,I,. / I / SLOPE INWA� Z i / 9 ..% .... I 1 0 PIDBO236 FIG 2032, // , 1. ` \ / / / / \ \ \ / / ZONE: RA / ` I ZONE: RA �2 o \ / // / / / / \ / / - i , / -� r I I 1 �9 / / ' 10.83 ACRES ` — — - __ _ /� � .� �, � / 33 I/ 9 \ / / / \ J � / % I 1 / I . / � \ / /,..:., ., I � LYNDON B FRIZZELL -- / / . . • / 9&. \ ti 1 . I r . / PIIv. 030 of _ / I. . . - - \ I I 41001 0 . - D \ • _ . / DB 17 . r - .. / / .',I.' l /.. i :::\ / / I 36 PG 58 / i . j . . 5 UNEXC / 2 / / 5;,: j ; AVAr / ! �, ED s .\ ,. / ZONE: RA / ; . . z / / i :_: /: }} i BUFF / i ( / . . .I 1 i �a dd / ! r / - - - / I ! R\ i / . ` :4 1 / 1 / / / / / - . 1. . . \ � / - . / � / Mll�l-k�BOUNDAR I e / / / 1 / 1 . \: C. .I fl / J - i VI 8.46 A ) 1 - . / Cb / L / ., / 1 1 _ / - - l �= . / I / ? r: - � -SEAL .,� . / 1 / / - . ( - :;. 1 / ;. b / 1/ i / / j / ; — f. �, t 1 13325. = . l / / l / / j / — � II G -- °' r .: : 2 MINE BOUNDARY 1 / / / / 1. ' �tl / 1 I1.1. o / I / 11 W o i / 1. / / -t .. / Ba . •-;, I �,d A N �. . . . i / I / I � a, / . / � - - _ I 4-� i I f1f _ � - / \ �a� I t 1 / 11 . . �.. / 1 I . / / ./ . - - - 1 ,I . �6 - � I I / � / . _ . . .�- 1 � 1 1 .. . •• . . / . ` J / / / / ` r — � / - i\i -I- / �28# / 1 The creation of.autltvrship contained in this • : • . /• : a, , I / - 1. . . design, text, speciFlcati '.• • . // i / - I I / but of limited to all/ f / n d I 7 • . • . / -- / / are owned, except as otherwise expre i ? . �. / j wiL H�ROEN EST. .l'. r Anderson Engineering &•%` • � � Associates, P.A. a /'.' i '.%'.•' 1--� � � & HATTIE MAE MCEACNIN EST b copyrightandotherinteile uat •'/-•.'' ct ry eit is EFI �. 3 Y / 1. . .-- - •' •' may. be co ied reproduced, i s 1 : -- i .. Y P P r nsrr I ••��:�-. � . C 0 NELLIE MCEACHIN �o I sinbuted sub licensed altered utiliz d r 0 4 i• _ e fv �_ rL i i ' PIIV: 030410 1 / — f '' 0 094 otherwise — N rn �•�• ;� I. se used in an manner. without 1 / � .1 Y / / / �'. DB V I consent of Anderson Engineering &Associa / .. - / � r ' 9 PG271 ,: 3— / / / — — -� . .• . .• . •i. . . . : :•'. �','.• .'. .'.• .'•• . •• .' , i to.the vzient that such use constitutes "tai / .. 19 / / 8 1 - - 1 ZONE• RA 1 . / 2g2` 2g1� o' ! - 25' UNEXCAVATED $�" { }3 Ii Copyright Aci of 197ti 17 U.S.C.§1p7 as a — i �g $g / � / _ / - 2 _ _ 1 owner mel keep one un-altered ermanent 2 FFf�V - - , . / — �2 1-1 281 g6Y BUFFER / - // EIR } EIP R/W� - - - - 4-- - for intended proebtuseonly. P . / / / -- 2 r - - - - � fI. .. , . / / \ 1 : .. �,,- -- \ 1 / 11 . / -) ,o RECLAMATION / . ' R W� ( . . �60 1 WILLIAM WHITFIELD NEWTON CATHERINE NEWTON & / &WIFE SHANNON R NEWTON , . / , HUSBAND MARSHALL CRAIG DUNLAP . PIN: 030410 01009 . : i . . / a; WW NEWTON TISSUE bATE::10.21:2022 / DI3 1464 PG 195 PIN/030410 010001 ZONE: RA DB 1466 PG 188 , Rio: DATE � gsari . ZONE: RA 1l ,I . I , . s1. — . . . 1 r 1 5. I. j - - - - . . I - i - 1 i — — — R . ? — - - f I I _ .: R 1 I F I — 1 !f`lE BOUNDARY > , .` . M 1 I I . 1 .r. i I. i PERMIT BOUNDARY E . . . I� MINE BOUNDARY -�i [ .i. . PERMIT BOUNDARY-� r I _ k. I. — . -__---~ 1 FILLING IN AND I i - -�~ Y i . ! — — REVEGETATING I R _-___�� FILLING IN AND . I REVEGETi1TING PERMIT BOUNDARY r . MINE BOUNDARY I PERMIT BOUNDARY . . R / $ . : � ' L •. SCALE: 111-{ �___ MINE BOUNDARY i , ---- - _----- [ MAUL' ® . • I NEW rOP _ �[ 1 DRAWN BY: . +.. I i . _�� [RD � ! I NSW r0P - _ SLOPE @ 0.79% i i CHECKED BY: SLOPE•@ - ----� 1.44% I EXIST. GROUND F s PROJECT NO.; . . ,l KNOW what's be{ow. t DRAWING FILE: . --- -1 +1 . . ��'�- Call `before you dig . " . 3:1. b /1. 3:1 0 �\ i� i I FILL NO.: 3:1 +l 1 . 3:1 L6 EX. DITCH GRAPHIC SCALE SHEET No. +I I : . I . ELEV.=283.00' ELEV.=283.00' 30 so 120 I ! 240 sa o . . - . - . I . . . . � . . I ® ®- 1. . . ..3. _ . .. i .. . . r . . CROSS-SECTION B-B AFTER RECLAMATION CROSS-SECTION C-C AFTER RECLAMATION 1 i . . .. I ... I ci 0 . . , I ( IN FEET): . ._ . . _ &A NT5 NTS 1 inch 60 fi (k}iorizontal) ©2022 Anderson Engineering . I I . I I 1 1 .4 u., _ . 3 l' d5o=3"o . . ` I �E . . . TURFING SCHEDULE dMAx 5 � APRON -ZERO GRADE . C SS B RIPRAP ' 1 �� q . LA . a depth. 5 inches. The to 1. All disturbed areas shall be dressed to typical sections and plowed to p p . I i . . two inches shall be pulverized to provide a uniform seedbed. NOTE: Lime should.be applied with 50; tl . i method is MIN, .. INLET i . necessary equipment to give uniform distribution of these'materials. The hand-bucket . VENT, not acceptable.. . .. A, .. I 1 W . : I A 2. The followin are rates and kinds of these materials to be applied PER ACRE: Select a tei7mporary - g l . _. . Went seed mixture based upon the dates of seedin . � . AND.perma p g N a � I sGH 40ERT00 . I ' . Temporary Seeding: I i _- .. . . SPECIES .. RATE PER ACRE DATES . . - :.. LING . 0 I o z CONNECTION ARM a 1 CO 305 N. Chippewa S Rye (grain) ' . � �: :.: : . , .. . .. 1201bs. Aug. 15-Apr. 15 a. PLAN CO . Kobe Lespedeza 501bs. Dec: 1 Apr: 15 . cfl 40lbs. . ....; .,,Apr. 15-Aug. 15 I . Lumberton,on, German Millet Office 910 671-c 750 Ibs Uec.30 -Aug..15 . .an .1 :l Fax: (910))618-0! 10-10 10 Fertilizer 1,000 Ibs Aug. 15- Dec. 30 . Ground Agricultural Limestone 4,000 Ibs Jan. 1- Dec. 31 6" MIN. COARSE AGGREGATE . . . , , I Email g 24 1 . THICKNESS PLACED ON FILTER FABRIC1. andersonengineeringpaC I I Licensure #: C-0 i Permanent Seeding: 6">a PVC NO OVERFILL HOSE SKIMMER MAINTENANcI . I I i i. INSPEC r SKIPdllylEf�SEDIMENT BASIIVSAT LEASTWEEICLY AfVDAFTER ERGH SIGNIFICANT(ONE-HALF INCH I . . SPECIES RATE PER ACRE : DATES / _J OR GREATER)RAINFALL FVENT AHL)REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORF THE BASIN I . .. .. , - - - - - - - - - . - ^ THE HEIGHT GF THE FIRST . Tau Fescue 200 lbs. Sept. 1-;Oct. 31 _I I I-1 I I=1 11=1 I I=1 11=1 11=1 11- 11-11 111=1 11= I . TO ITS UR1G INA�❑Ittl EIVSiONS WHEN SIrDIMEIVT ACCUMULATES TG ONE-HALF - _ _ - - - BAFFLE: FULL SKIMMER TO ONE SIDE TFIE,SEDIhtEIIT UNDERPJEATH IT CAfd BE EXCAVATED-. 1.. or Feb. 15 Apr. 30 -I 11=III-I I I=III=1I11E1 I PHI 5 III 111=1100 (blend of two or three - - - - - - - - EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMM ER OR THE FIRST RST CELL. ' . .1 11-1 11_111=1 11-I 11_._ III-III-I 11=1 I I I M I I- improved varieties) .. - - - - - - - - - - _ - Maintenance: MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES IVDT HOLD DOWN THE SIUlv1MER. I ..: :. =III=111=11 L ^I 11=1 I I_11 I-11 I-III _ - I I 1==_ I-I I _ . r Construction Mainten 1 l . -11 I-1 I I . I I-III-III-III-I I l-1 I I-!I I--111--111 . I I i=f I I l 1=1 I I- .-Clear the entrance and exit area of all 1.Per NCG-01 inspect at least once a week and 2. IF THE SKIMMER MER Is CLOGGED WITH TRASH ANC THERE Is WATER IN Bllslnf,USUALLv JERKING ON I . � Q , , R e rain . . 25 Ibs. Sept. 1-Oct. 31 . Y (g ) E FABRIC nab a after each 1 inch or rester rainfall' make an THE ROPE WILL 1�1AICE THE S4CfMI9ER BOB iJP AND❑OVV1V AND DISLODGE THE DEBRIS AhJ.D RESTORE FLOW. i . FILTER ve station, roots, and other objectionable g Y1... _. . . .. _ ... ... or Feb. 15-Apr. 30 g SECTION A A IF THIS DOES NOT WORK. THE Si<Iiv1MEr2 OVER TO THE SIDE OF THE B�SIN AND REMOVE THE DEBRIS: OR FILTER BLANKET material.and properly grade it. I required repairs immediately. I Centipede Gra55 20 Ib5. March June Vent ALSO CHECK THE ORIFICE INSIDE THE SICII,IMER TO SEE}F IT IS CLOGGED;!F 30,REMOVE THE DEBRIS. i . p . .. .. . .. . . ecific grade a d 2.Maintain the gravel pad in a condition to pre . . .. _. . _ .. , „ ... Place the gravel to the specific g i - ct.31 . . l. .- SO _ r1 1.000.Ibs . Sept.P A J D THL. 101 I- Fertilizer s D EORIFICE CAN BE �EhiOVED r .. _-. Or Sediment from IeaVln the COnStrUCtlOn -: _.. 3 IF..THE KIh9MER ARlvm GR BARREL PIPE IS CLO.GGE ,TH .�. •: .-. - . ,..�,•,- -. _ . own h Ian n of ____ .__�_.. ._.._.._:� __.- _.____.,__, _ .._.. .-..__.. ....._._. .._.:-_., dimensions shown on t e p s, a d smo h mud g I . . or Feh. 15 -Apr. 30 R BY FLUSHING u AND' OBSTRUCTION CLEARED WITH A PLUA9BER'S SNAKE U PJ WITH WATER. BE SURE D REPLACE it: k site:This may require periodic topdressing with 2 _ _I Gr ound A ricultural Limestone 4,000 Ibs Sept. 1- Oct. S1 . . RIPRAP APRON MAINTENANCE 0 g 3.'Provide drainage to carry water a sediment inch stone. THE ORIFICE BEFORE RI=PGSITIGNING THE sitlMrUIER. . or Feb. 15-Apr. 30 1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER . .I . W . . . 1 trap or other suitable outlet. 3.Immediately remove all Objectionable materials 4. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SC3ME SPECIAL PRECAUTIOrJs SHOULD leek . SIGNIFICANT(/2 INCH OR GREATER) RAWFALE, EVENTS TO SEE IF .. _ �E 3. Seeded area shall be cultipacked to firm seedbed and to cover seed. , 4.`_ Use eotextile fabrics in order to improve . spilied, Washed or tracked onto public roadways. BE TAKEN IH THE WINTER TO PRE VENT TFIE SOMMER FROM PLU GGING.VVITH I . . ANY EROSION AROUND OR BELOW THE RIPRAI HAS TAKEN PLACE stag locations ub' I Z 4. Drain straw shall be a lied over seeded areas as mulch. . bare ground shall be visible in the mulched OR IF STONES HAVE BEEN DISLODGED. 'stability of the foundation in oca ions subject 1 . I Q J . = pp s r water table permissible as uniform covers e 2. IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE. t o seepage o high ter i I W area if proper installation is achieved. Thick clumps of straw are not p g - c . is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre. . I co ... I l n t '• L. N 19 5. The mulched area shall +fie tacked with liquid asphalt sufficent to hold straw in place where necessary. . (MD. C . RIP RAP APRON WITH WELL-DEFINED CHANNEL NTS 6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT NTS 7 . . . 3.5" FAIRCLOTH SKIMMER with 3 ORIFICE' . NTS Z .N" areas where stee rades could cause ditch erasion: Use of Jute I 6. Ditch treatment shall be used in a p g mesh excelsior matting or fiberglass roving is acceptable.; Ditch treatment should be installed g g1 . ;• - . . AFTER mulching operation. . Construction: ! I 1. Construct the sediment barrier of standard strength or extra strength synthetic filter fabrics. 0 7. Temporary ground cover on perimeter dikes,swales, ditches, and slopes shall be seeded,fertilized, l 2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. I J .0 0 ( and mulched sufficient;to prevent erosion within 7 calendar days of completion of any phase of grading. �. (Higher fences may impound volumes of water sufficient to cause failure of the structure) 1 i LU Z � I,. 3. Construct the filter fabric from a continuodo roll cut to the length of the barrier to avoid i I <. 8, TerTlporary ground cover on slopes 3:1 or flatter that are Less than 5O feet in length and all other disturbed areas with slopes flatter than 4:1 shall be seeded,fertilized, and mulched sufficient to prevent ; joints. When joints are necessary, Securely fasten the filter cloth only at a support past with W J p 4 feet minimum overla to the next post. I 0 C erosion within 14 calendar days of completion of any phase of grading- 8' MAX. STD. STRENGTH FABRIC .. P I p . w WIRE FENCE 4. Support standard strength filter fabric by wlre mesh fastened securely to the upslope side 1. FLAG CONSTRUCTION LIMITS, 9. Permanent ground cover sufficient to restrain erosion should be provided on all areas disturbed SUPPORT WIRE STEEL POSTS / . . of the posts. Extend the wire mesh support to the bottom of the trench. Fasten the wire 2. INSTALL SEDIMENT FENCE. I W ever period is shorter, following MAX. S APART O' MAX. EXTRA STRENGTH reinforcement, then fabric on the upslope Side of the fence post. Wire or plastic zip ties 3. CONSTRUCT DRIVEWAY, INSTALL PIPE, INLET PROTECTION, ~ LU '� during this project within 15 working days or 90 calendar days, whicfl. p g FABRIC w/OUT WIRE FENCE should have a minimum 54 pound tensile Siren th. completion of construction. h a g AND RIP FtAf APRON. I I 5. When a wire mesh support fence is used, ap e posts a maximum of 8 feet apart. Supports 4. INSTALL GRAVEL CONSTRUCTION ENTRANCE/EXIT& INSTALL 0 . FILTER oN should be driven secures into the round d minimum of 24 inches. I ' l y g GATE WITH LOCK. � I FABRIC i 1 6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support 5. CLEAR LAND, STRIP&STOCKPILE LAYER OF TOP`hOIL. • MAINTENANCE SCHEDULE: coEq o FILTER FABRIC WIRE fence. Securely fasten the filter fabric directly to posts. Wire or plastic zip ties should have a p p p 6. CONSTRUCT BERMS FROM STOCKPILE OVERBURDEN. i ir 24" MAX ABOVE FENCE i BACKI ILL & COMPACT minimum of 50 pound tensile strength. 7. PREPARE BERMS FOR SEEDING, LIME, AND FERI ILIZING. . 1. All erosion and sediment contro! practices will fie checked for stability and GROUND SURFACE t ' _' han once eve THOROUGHLY - protlma de and 8 inches de p along g h p p se SEEDING, LIME, AND FERTILIZING.7. Excavate the trench ap tely 4 inches wide e n t e proposed o d - 8 COMPLETE SEEDi operation following every storm event, but In no case, less t en S40pf :18" - 24" MAX. line of the posts and upslope from the barrier. AS. . week. Any repairs or cleaning necessary to maintain erosion and sedim - 9 RESEED AS REQUIRED. - PLA�TIC OR 8. Place 12 inches of fabric along the bottom and side of the trench. 10. EXCAVATE &CONSTRUCT SKIMMER BASIN. control practices shall be completed irrmmediately. Record of weekly _ _ _ _ 9. Backfill the trench with sot placed over the filter fabric and compact. Thorough compaction 11. BEGIN EXCAVATING PIT. the site su erintendent and I - - - WIRE TICS L inspection reports are to be completed by p l , _ I - - �:_ .'.;; ^;,' - , � w of the backfill is critical to silt fence performance. 12. KNOCK DOWN BERMS AND DRESS UP AREA AROUND PIT: - I. maintained an site. = :�::,.'; ] - i POSTS 24" MIN, Do no attach liter fabric xtsting trees. 13. BEGIN PROCESS TO FILL IN PIT. ( . I- 11- _1 ,, I I I I ! 1 I to ' I t0 to hf .. - - - - - oo - OUND :::::::.:::::::......::•::::::::.:::::.. ::.::::::::::::.:,....-:::::......::. 14. COMPLETE FINAL GRADING OF LANDS . BELOW GR I ....• ..,. ::•:::::•:,:::.::: t ee oe _ _ hed -1 I 1 I �... . . - . t r fe Illzed re seeded as n ecessa and mule 1 - d areas wel11. l be re rt 2. AN seeds ry1. , ., ,,, �, i % _: I U FACE 15 PREPARE AREAS FOR SEEDING, LfME; AND FERTILIZING. SR ::•::::•.:::::.:::::: I:::::::::::::: ::::::::::•:;:;:::::• .. ;;;;;::,:;.::.: :. according to the Tu Turfing Schedule. 1-1 I 1 1 - ......_................... g - - - - - _ ::::::::.:::::.:..::::.::.::. ::::::::.::::::::::::•::::::•::::.:::::.:::::. 24 16. COMPLETE SEEDING LIME AND FERTILIZING. g 1 ! - - - I--- . I � I ti ' I 1 . IfI I uT�l O ...... ,r : . din accordance - - - 4- Maintenance: , D AREAS AS REQUIRED. I ,i , -7 3.. Maintain all measures as per detail sheet requirements an. I I- - - - FILTER FABRIC 17 RESEE 111-1 I I-I 1. Inspect sediment fences at least once a week and after each 1 inch or greater rainfall. 18. WHEN SITE IS STABILIZED, REMOVE TEMPORARY SEDIMENT i I Y; with manufacturer's recommendations. . I m F C i . . . Make any required repairi immediately. . . EN E. . i .I _ SEAL 13325 . 8" DOWN & 4" FORWARD 2. Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective, ' ` r ALONG TFIE TRENCH 'A ,' <�•,. C9 . replace it promptly. . - 3. Remove sediment deposi s as necessary to provide adequate storage volume for the next i : ., I N ,,.•� Q' rain and reduce pressure on the fence. Take care to avoid undermining the fence during I >,,�`ayV,'A`111, tyO,`��. i¢ cleanouts. I 1 4. Remove all fencing mater4als and unsta ble sediment deposits and bring the area to grade l . - - and stabilize it after the contributing drainage area has been properly stabilized, I } . I f I The.creation of authorship contained in thi! . # 1 but not limited to all design, text, specificz 1 .9 are owned, except as otherwise exp Anderson Engineering &Associates. P.A. . { ; I I ! by copyright and other intellectual property . . . i f may not be copied, reproduced, trap: . distributed, sub-licensed,altered,utilized f otherwise used in any manner without . i 1 1 consent of Anderson Engineering &Assoc FEN E DETAIL L NTS 8 CONSTRUCTION SEQUENCE NTS to the extent that such use constitutes "f 1 TURFING SCHEDULE i INTS 4 SEDIMENT C f pyrightActoft9�6c,�tJ.S.�.§107,,as . 8 ; i I owner may keep one un-for mended proje use onlyaltered permane I . - .. ) . . *IF THE TEMPORARY SEDIMENT I ; I . . . 9"CLASS B RIPRAP BASIN.WILL BE CONVERTED TO A EXTEND 9 GAUGE WIRE TO BASIN l PERMANENT STORMWATER . SIDE OR INSTALL T-POST TO ANCHOR i BASIN OF GREATER DEPTH,THE BAFFLE TO SIDE OF BASIN AND SECURE 1 D��I �14 TO VERTICAL PO ST. . I BAFFLE HEIGHT SHOULD BE POS BASED ON THE POOL DEPTH . DURING USE AS A TEMPORARY 4' MAX. .. I pIMENT gqg N PIPE SE -1 BAFF�E MATERIAL OVER i q. . - . I STIC WI EVER 2 F _ . WIRE STRAND&SECURE WITH ISSUE DATE: 10.212022 . PLA TIES&ON RE Y 1 I . -.. 1. j II . I NO. ` RATE REASON . . . . . .. ..,. ..- - ...:, .- . \-VARIABLE . NOTE: INSTALL THREE(3) COIR FIBER BAFFLES IN BASINS. - I - ... l - - - 5 1.5 FLOW 9 GAUGE MIN.HIGH DEPTH . 1 I.; I TENSION WIRESTRAND . MIN * AT AINAGE OUTLETS WITH ASPACING OF /4 THE . . .. . SHALL i ', BASIN N LENGTH. TWO(2)COIR FABRIC BAFFLES CAN I v.. ALL BE SECURED TO . . . • : .. POST TO SUPPORT BE INSTALLED IN THE BASINS LESS THAN 20 Fr. IN ' ` i. BAFFLE MATERIAL I: ' LENGTH WITH A SPACING OF 1/3 THE BASIN LENGTH. I i . . SECURE BOTTOM OF BAFFLE TO GROUND BAFFLE i WITH STAPLES AT 12"MAX SPAC l . BAFFLE MATERIAL HST ING :. EARTHEN , (TYP). • I : ; . . . . . .. CROSS-SECTION OF A POROUS BAFFLE F EMBANKMENT I . . _ I - 9"CLASS B RfPRAP . I i - - - #57STONE 1, GLASS 1 RIB RAP ��Q 1 I - - (` t \ ,, . I I . . MAINTENANCE: WEEKLY 1 . - :PIPE FLOW = - - 1. INSPECT BAFFLES AT LEAST ONCE A . .. 1 I BAFFLE - AND AFTER EACH RAINFALL. MAKE ANY l I t MATERIAL . REQUIRED REPAIRS.IMMEDIATELY. I . __r - - - 2. MAINTAIN ACCESS TO BAFFLES. SHOULD THE I i. SCALE: LFABRIC OF A BAFFLE COLLAPSE, TEAR, 5' 1.5' DECOMPOSE, OR BECOME INEFFECTIVE, . . i DECOMP B � DRAWN BY: . 11GAUGE REPLACE IT PROMPTLY. i . .. LANDSCAPING 3. REMOVE SEDIMENT DEPOSITS WHEN IT I I I CHECKED BY . STAPLE . . \% \� \ . REACHES HALF FULL TO PROVIDE ADEQUATE I INLET ZONE I PROJECT NO.: PIPE INLET PROTIECTION.MAINTENANCE: /�// / /��/� STORAGE VOLUME. TAKE CARE TO AVOID I 25%OF SURFACE AREA DRAWING FILE: 1. INSPECT THE BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. ��/�� / DAMAGING BAFFLES DURING CLEANOUT. I i / �i \�� FIRST CHAMBER 2. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELJ'STABILIZED, SEDIMENT DEPTH SHOULD NEVER EXCEED 1 ° REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,%AND EITHER SALVAGE ORI. STEEL POSTS HALF THE DESIGNED STORAGE DEPTH. 25/°OF SURFACE AREA ; FILE NO.: 2°o°DEPTH I SECOND CHAMBER ' . SHEET N0. DISPOSE OF IT PROPERLY.` 4. AFTER THE DRAINAGE AREA HAS BEEN 25/°OF SURFACE AREA . 3. BRING THE DISTURBED AREA TO PROPER GRADE,THEN SMOOTH AND COMPACT IT. STABILIZED, REMOVE ALL BAFFLE MATERIALS I j OUTLET ZONE . C . 0 4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INL€T• AND UNSTABLE SEDIMENT DEPOSITS, BRING 26/'Q OF SURFACE AREA I j I y AREA TO D STABILIZE , . i THE A GRADE, AN . i . , . 4 2 TEMPORARY PIPE INLET. T PROTECTION NTS 5 COIR POROUS BAFFLE DETAIL I © 2a22adersan �i�gint?rEr3g , NTS . .. e . . . .. . . - .I i I . . 1 I