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Home My WebLink AboutNCC223961_Site Plan or Location Map_20221129\\S� j CB / //'. �s�,�0O \ C�� Fes' \ NV N=a3/;/, / J /'� - INV, i 7'g�9'4' � ,- - - / / _- �`�O�/�j / 0Q r - G 8 V / / � / /' /, / ' 11 G F \\�C, S / ✓- \ r CE. \ G B // I/I/ / i) - FLOW- _55.6�k, FLOW=756.44' /INV OUT=7$1.98' r _ ' - � - - / / / I /,,,/ fN\AIN_--7�7,.68' \ � I I / /////////II// 4ANVOU�=�47.63' -11 / A /, // // / - - ,�- / / \ \ \\ � CB , \ 0 - � \ FLOW=75244' / / �I � I \ .\ \ �- V ,\\ \ ' �- --V �_- - - - - I NV OSJY 749.73j /per / B � J f : \ �\ \\ \i \\\ \\\ \ l \ �� \--_ // \ 5e� \-_ _ _\ \� \\�\ \\\ \\ \\�- ---- /// // -- \� \i\ \ '\�� \\\\\� I I�,_ - 730 U '��_ / / ,V /^\ / I OWNER/DEVELOPER: PMA 1 HOLDINGS, LLC POST OFFICE BOX 5323 WINSTON-SALEM, NC 27113 PHONE: (336) 442-1225 CONTACT: JUSTIN MENDENHALL email: justin@ardenhomes.com ENGINEER: ALLIED DESIGN, INC. 4720 KESTER MILL ROAD WINSTON-SALEM, N.C. 27103 PHONE: (336) 765-2377 CONTACT: STEVE M. CAUSEY, PE email: scausey@allied-engsurv.com / / 4 O. \ I V. a\k. I 11\ \ \\- M \ --- / ! y�/ _-- (/ \ I I I.. -I 11t\ 0.`�� e i� -_ -- '* CB / / i / -� \ to III I \ __` �p - �` `\ ®` FLOW=752.51' // /11 ��. \ I I j I I I, , �! - �..;> H ) G --__---__-- \ I I J INV IN=749.37// / / //� 1$3 // ��/�-1 I I: 1 II I II i�T \\\.��1 -- \.: ,�•� - \ \`\ f) /' /f // /l INV OUT=749.48' /i B / �F/ / / - - /T \ l I f I \��\\ �-�-�- ---- \ \\ ` / / / / / / / / --- s ) :\ \ 1.L. I \ :�\ `�. �--- �y �\ - `�•:ry` 5B' \\\ \\ \ // // / / / �/ / 'Q / ` / / \ \ :� � \ \ \ \ ` - - c� n1 N.. 1- - - . -b \ \ / \\c /5F J / / I I / \ \. \.\ \�� h. 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I �. l /1/III/I�///!''//l //l///II1I 1 l f - - XNV I N=7,$�53' (A) / I - - - - - - / I / I,\ \ \ \ \ \ I \ \ \ 1 \ \ \ \ � / // // 1 �111 ff/ 1 / 111 I 11 // 706.9 I _\ - / D -� ! �,_ / 1 \ \ I \ 1 \ \ \`--- - I 1111lI, III III/ I x \ INV IN a47.34' (B) D / ! 1 1 1 \ \ I \ / / / /III I \ \ INV/6UT=747..72%% ' / IMHS / .. l ��16� - _:� I 1 \ \ \ \ \ \ \ I \ \\ \\ \I.11/ +`D ll/ Ilf�l11111111j1 11 IIII I -- // �� /i / / // �_�-/--- 1 0 1 \ \ \ \ \ \\ \ \ � %y llll, 1/1///////I/ II,I'1 I, 1111�1 1 M=7i53.93' I \ / / ii' - / \\ I I I I \ \ \ \ \\ \\ --- I 11/11//llll /1/�l/I///11I II II,40,l I ---- / INV=74 / 1 / l l 1 / / II 1 \ \ \ - - � � / i / / / // L ✓'/ii//lam / / / \ \\ 1 I 1 I I \ \ \ \ \ \ \ \ - � 1: .: (�I/ l /l/ l/ 11 l l 1 1 11 111�11 \ i p �// / I / / \ \ I I 1 I \ I \ % 1 L 11 /I,I/l, l / ' l'J 11�11 II 1 I \ c/ h // / 1 I I \ / Q I !.I iz/ lI l l l/ , 1^ I I I\\ �I,--- - % 7--� - //,C ! o \I I / / / / �- /� \\ \ \ I I I I I 1 I l I \ I lU. i 1,�'1'11'W1111111//l,l,//l,/,l, 1,,1 ,I I • B / J , I / / / / \ 1 1 I I 1 \ I I I / m, L I `�If �I II 1111 11 /l/1, I// l 1/ I I I-j \ / / \ / ! I I I / / / ,-' \ \ \ \ I I I I I \ \ I / I \ J . . \ I I / l/ 11 llll/lll l l/ 11 / // �I //lll/ 111f l 1� \ 1 1 1 ( I, , \ \ 1 I l I \ l- \ , 1' 1 1 1 1 / ,/ 0 , / \ / f I / I I / / / \ \ I I I I I \ I 1 \ Go. / t lI l 111 l/ 11 / l // Il/ / / // - \ / -, A\ / / I I / / / \ 1 I I I I I \ I / / ! // // /� 1 / // /// / ., / / /.. f . // / / // / / / / / \ \ ' s I \ I / 0 I / / / \ \ I I c I 1 / / / /' / // // // 14, // / / // I / / \ / o \ I I I / / / / / / / / 1 // / \ 4 / / --_1 / / I %I' / , / / - '� \ \ 1 I I I / / / {/1 ,l l / l �f �/ / / I/ // \ \ / / 1 K� I / / ,. \ I I I I I 1 / // / - r . l /I l 11/llf f/f%/l/l/lff 1////// I !/ / GQ / MH_S \ } o / / / - - \ I I 1 I I / I / ! 1Q l J, lIl l �l l / / �/ 1 / �/ ! /�� / 1 / I I I I / /. l / I l/I l / / / \5� RIM=750.15' I \\: / / 1 I bi,// / /1 I I I I 1 I I I I / / ! / / . % -- / ! 1�1/ ✓ f11/l//l /JII 11/1 /j//-/// / , / / / /// INV NV=741.95' I \ `-�/'1. /: !.. I 1 / / l I 1 I / / / - / / j /lfl llllll/ 11/// / i INV I 7.. // / / I I I I I I \ I / / / / �-1 l 1.�1 ..1�I�lI�I/// l/ l 1111 l i / / / \� \ I ss ✓ ! ! l J l \ I I I \ / o /- > l / / l l/l 1 I 1 / / / / / /\ / 755 .:�� / /.../ / / /.. ! \\\ I I� I 1 l / / / / h II./ /// // / // // / // / / /' /' / r CB �' \\ p .! ! 11 / % - . /' / /� / e- �.� \ 11 11 \\ \\ /' // // // I / ... lI / ///,/////,/ / //1 � � / / _ / . / ! :. ! / / / \ \ I I I 1 \ / / / / / / I . // / /� / / 1 / / FLOW-744.02' -- -- - ' �INVIN=73915' \ \ - - -- � / / / / l / I l I \ I I I I I I I \ \ \ \ / / / / / - -�/ If/ 7 /,'/I/j//// l_qlll/,/ l I 4 VICINITY MAP NOT TO SCALE FA rVm Ir�W�� ONEW TEMPORARY CONSTRUCTION ENTRANCE/EXIT O NEW TEMPORARY SEDIMENT FENCE. ONEW TEMPORARY SEDIMENT FENCE WITH STONE OUTLET O NEW TEMPORARY DIVERSION BERM. ONEW TEMPORARY SKIMMER SEDIMENT BASIN. THE INSIDE SLOPES OF THE SKIMMER SEDIMENT BASIN SHALL BE STABILIZED WITH NORTH AMERICAN GREEN S75 EROSION CONTROL MATTING UPON COMPLETION OF CONSTRUCTION. O NEW COIR, JUTE OR BURLAP BAFFLES. ONEW TEMPORARY EMERGENCY SPILLWAY. O NEW TEMPORARY SKIMMER DEVICE. 0 NEW TEMPORARY 10'x10' CLASS "B" RIP RAP OUTLET STABILIZATION PAD. JO PROVIDE STONE MOUNTABLE BERM WITH DIVERSION IN CONSTRUCTION ENTRANCE. REFER TO DETAIL SHEETS FOR ADDITIONAL INFORMATION. OK NEW TEMPORARY 18" CPP SLOPE DRAIN. SLOPE DRAINS SHALL BE INSTALLED / RE -INSTALLED ON SLOPES AT 8 FT INTERVALS MEASURED VERTICALLY. O NEW TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH LINER. PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION. /- / / / / \ / \ / % / - _ - I I I I I \ / / / / / / / / / // /� / / POSSIBLE TEMPORARY STOCKPILE/STORAGE/STAGING AREA. - - / �' \1. \ / f .. / ..1. / 1 1 I I I I \ \ \\ \ / // !! , / /,//. ./ f j I / l llj l l/ l/ l 11 l 1 11/////l I / , I - - - `' / / / / - r � / / !. /j / / I I I I 1 I I \ \ \ / / / / ! le / - - �l + I!/ f�// l /l l/ l l/ l l f/ /f// / I EXISTING TREES/VEGETATION TO BE REMOVED TO LIMITS OF NEW . .. - - - -' MH-S \ / - - - - i �' 15 / / I f I I 1 \ \ \ -� / / / / / ///// /�//� / / / / , \ TREELINE. EXISTING TREE TO BE REMOVED TO THE STUMP. NO _-- ---- -- 1 I.... r !. / / / / I::. \ \ / ! / / �:� I // / / / // 1 / - - - - - - _ - - -' / - - - _ RIM=743.26' .� / / ` / �'" J - ✓ / / ! I. I I IL .. I \ \ ., / / / f/%.. /1 // / f 1-7 / / / / / 1 STUMPS MAY BE REMOVED UNTIL THE EROSION CONTROL MEASURES _--- -- ��- �\ _ �f J \ .....: �.r- y... �� `.1.... ✓ / / I I I \ \ \ �i // ! __T-!/lf ///�/fN/ / l l l� / 7 -mil- - - - - - - INV IN 733.80 ..... / ...... / / f / /. .;1 I:: I I (. I L \ \ \ ` - - - - !/ / I. L /� / / / f/ / HAVE BEEN INSTALLED AND APPROVED BY EROSION CONTROL - - _ - - - - - BENCHMARK OUT=733.73' / / J \ _ _ � / / / / / : I I I - ` I (:: \ /' , / / / - - - /p`'Y'\ \ > // // / / / I/ / 11 / / / _-- - �-- � CP#3(60dnail) � I ♦ � --- �._ // , 4. /, /f .. / .:� I I � I I I \ \\ / / / / / -Y' \/. /'// //// (/ It l 111/l / I i .1 I ♦ - - �:....r...... - ✓... /... l.:! i 1 I I cn... I [: \ �-----� / / t..�} / /l / l/f1/ l // I INSPECTOR. / i N. 841,995.9616 / 1 • - . I- f ✓ / I .. _ - / / .. / - // \ ////fj f/ / / l // l/ / l ♦ ♦ / I / - / // / / / EXISTING TREE SAVE AREA 131,390 SF . THE TSA MUST BE E: 1,591,925.6391 \ .:� \ I .. .. t ..p . l .I.... I: / ! \*\ / // / / / / / / ( ) 740.6 / ♦I 1 • 1 750 � \\ - - / , / ✓ I I I o I I I I \ \ \ - - - - - / �/ / / I- - -/ // ! / / // / l / 11 l� lI PROTECTED FROM DIRECT AND INDIRECT ROOT DAMAGE AND TRUNK \ \ / NC GRID NAD 83/2011 / _ ♦ \ ' . : , \.� .. u� / -: y l`.../ .. /. .. 1. :I: .. .I I .. / / /. %. / / // // /� / 1 / / - -� i� ( ) \ A \ • �j J \ \ \ \P / - / _, y l l I I I I I I I t .. I f / / / / / f ! - f// /f // / l I l l l 1/ l I , AND CROWN DISTURBANCE. THE FOLLOWING STANDARDS SHALL ELEV. 740.59 NAVD 8 • cS' ` I J / / y _I... �.. � . - f . /. /. /. _ r/ / / / / / / / / / S x ( �y ,-' _ \ ♦\ \ • /1' \� \\ I /.. / - /. 11 I I I I (,. \ _--- / /./ r f / f / / / / /o / / I \ / / S� cn1. \ /.11 / APPLY: \ j \ 75 / / / / / 7pQ \ \ // / / / / / /j / (A) THE TREE SAVE AREA (TSA) SHALL INCLUDE ALL AREA LOCATED / / - i \ I \ J -- --. .�...- \,.�.... / - /..... /. \ \ .. ./..../.p /.. V. / /�/ / !/ , // \ / // I F.. .. _ 1\ J.\. .. / /. �.. / //.. / f:.l D I I I.. \. - �- / / h!/./. T- \�- / ///// I ,�/ ! . / / / I / I \ • \ Q J - �� l / / \ WITHIN THE CRITICAL ROOT ZONE /// ,\ \ • Il• _ . J - I - - I ✓ .. / r - . ./ /.. .. / \ \ ; I I I .+.. \ \ \ - _ - - / //. / //./ / / , - - // //% /// / I / / //�/ (B) CONSTRUCTION SITE ACTIVITIES, SUCH AS PARKING, MATERIAL . / / �� I - Ir /: is / / \ \ I �.. \ /. ../.. .! /! /\\v/// / / / / / f / / / / I, _ ♦ .. ` - -..:: 1 1-r �... ,..... %... 1. \ \:.I \ L ... \ _ _ - � N . - - / / / / / D , / // ! / I, / // STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT, AND OTHER I / - - - - - / / \ \ # I---------- - �-WW S � _ - - _ ✓ / 1 t. \. \.. /...: / ! .. ! . - - ! / / / SIMILAR ACTIVITIES, SHALL NOT BE PERMITTED WITHIN A TREE -- -- ---/ I I ! / \ - - - 1. - - - - - - `4T • :: -... ......I. l:. _ . / . 7 \_ .. \ / ! / / / � / / 706.5 (C)PROTECTIVE BARRIERS SHALL BE INSTALLED AROUND THE TREE _ _ _ �,��--,�, _ _ - I I' I� \ �0 A \ - - - _ - _ - -tic _ �,L i J y / - sFl*.\ I I 1 \ / ! /i � 1 j / / / / / / / / SAVE AREA TSA AS NECESSARY PRIOR TO THE ISSUANCE OF A - -F _ / / - - - � - _ ,/_ - , - - - _ - _ �✓ !/ �� / / / / / GRADING PERMIT. -- -- ' �� _/3' 1 �� -�/ S , �, -_- - \ .- , 1� / C B I \ \ q5 __ / / / / <i 7 I41 - / / / / % - - _I J - o, - - p - - [' � ` . / / I I \ \ \ C1. \ 1 ✓ ; // �I r 25 I // , / % /!/ / STAGE 1 CONSTRUCTION SEQUENCE / (\\ \ \ �L-�c4 -- _ -V___ �I I I I \ \ \Gs \ _ /. o - ;) / // 1 /!7/ /�//// / , _ - 10 ✓ I \ \ \ .. - - - - - - n`r �/ // /1 j / / /, / ! / 1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE FORSYTH COUNTY INSPECTIONS x <\ \ \\ \ / h\-- _� %,F*;�L,,,,••, \\ _- ____i _ \� //, 1 f l r �r /� J�P�\ \\ \ \:� �:: \ _ - - �� ,/ii JJf111-tea l�i%/ / / / / / a /\ /i \\ I / / // / DIVISION. -\ \\ \V \ - ♦ --- --- 1010,07-,P / / / \N \ \ - ,� /\ ! //// "',, J Lei / / \ \ \ \ /" ♦ \ - _ _ ♦♦ / / \/ \4 \ 740 ! ! !/ /// // / / / ! / 2. CONTRACTOR IS REQUIRED TO FILL OUTAND SUBMITAN ELECTRONIC NOTICE OF INTENT e-NOI FORM. ALL / / / \ - 739 /\ \�/ f/////// / 20�/ / / / / \ \ \ \ P S\ �•�� ♦.• _ _ - '// / // r - / CONTRUCTION ACTIVITIES ARE REQUIRED TO FOLLOW THE NEW NCG01 PERMIT. \ \ \ \ • S 11 � / 3J D \ ♦ �- 732 / ``'//// // / / / I� �-� EX _ / / 1 // \ 1 \ �� . T _ _ /� 3. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRECONSTRUCTION CONFERENCE N S ! \ / +-" I !/ / / I AND AN INSPECTION SCHEDULE. \ \ \ �,� .. SSRO EWER-_�=' ! / ,,� - 1\\\ ♦ , :, �,.. --�"�AL, /�%/!//�l ��/ /// /'/ ! - - - \ . S / �'•�- \ \ \ \ \ \ • /35 `"e i , \ % /! ! / /' // 1 4. THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES - - \ \ MH-S - !I- \ - � < - - S n // /� / \ � RIM=731.92' \ \ ,� - S / 1 _�� \ \ \ \ \'on � - - T I - \ �' /! / , ✓ . / AND COMPLETE THE FOLLOWING COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE; \ INV IN=719.4,6' / / ` ♦ \ \ _ • . _ /j / // \5 ✓ J* (http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE I TREE STAND 1 \ Ci %\ \ ,� . -1- �.. / /,!_e.,o'�// ✓ l INV IN= 9.66' - - S / / _ \ � �\ . - • , . _ !!y�' , , INSPECTIONS FORMS SHALL BE KEPT ON -SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS F ♦ - / �\ RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX. SELF INSPECTIONS FOR STABILITY AND FUNCTION V INV OUT-719734' � � - - - - - - MH-S \ `�♦ � \. - Z35 � / / / / / - - - „ /fix � `\ • - - - - / j / --' / �\, / OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN 115 - - --RT111f=7z8.20_ _ - \ _ 728 / // /� - - - - \ i I - 7. , // 1 \ S � \i_ Z35 � ' / : / /! ! O�// CALENDAR DAYS AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER THAN 0.5 INCH. ANY NEEDED -' - -' _ �1�/i?l*Td18.71' - - _ -\\ \ � REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND / sF ,.. ! ,_-_ _ _ _ _ - - _ _ -\\\ \- - �' 1� / I / \ - - - - - _ S _ f ~ Z30 / / f / SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON F - - - - _ - - - _ _ :�-- �� - - _ - / / 1 // 1 \ - _ _ - 5/ ��/ f� ff� I THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. RBU^ILD�RS,INC-- _-_---��-- ---- �` --- - - ------ - - -I♦♦ �._ �f //' PG..1944--- - -� \--- I � / / \ - I 9�2ro787_ _ - - -- - - - - -_-- _- _ _ - _ _ - _ - - _ / - C I I MH-SI _ _ , 5. A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT, A HARD COPY OF THE PLAN, AND ALL - - _ -- - - _ - --- - _ .+ - - - - - - - - _ B \ S / JI I I IZIM=�18.91' , SELF -INSPECTION RECORDS MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE AT ALL -- _ --_ -- - ----,- - _ - - INV IN=707.77' - -1-1 --__ ----zAl(uVABAL�21F�1J-� - _-- -� - -_-_- \ \\ MH-S /' I % I I INVDUT=707.59 - - - _ ' - - - 163, �G� 18it �- � - - - _ _ _ _ _- - - - / - - \ - �21M=73p.96' / �%� I I 1 I 6. INSTALL THE CONSTRUCTION ENTRANCE AND SEDIMENT FENCE ALONG EDGE. - - -- ------TIC_PIN�5894_21�705-\____--_ -_-._- � \ INVIIN=716.57' , S • • I I - - - - - - - - \ - \ \ \ \ \ - \ - - - \ 1 - - - iW OUT=716.43�! / \ I • I 7. CLEAR AND GRUB AS REQUIRED FOR INSTALLATION OF EROSION CONTROL DEVICES. STOCKPILE TOPSOIL - - - - - ' - - - - \ \ \ \ \ \ \ \ \ \ \ \ \-- -- - I - - - - -1 \\ I I , ON -SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATE DISTRIBUTION. --- - "I \\ \\ \\ \\ \\ \\ \ S --- -� 0. S I \ \\ 1 �I - - - \ \ \ \ \ \ \ RIJ\ll 3\ \ ' 1 S 8. THE SEDIMENT SKIMMER BASINS CAN BE INSTALLED BEGINNING WITH THE REAR DAM ALONG WITH -\ \\ \ \MH-S \ ,\ \ -INV Ifs=71�.98\ // \ 1 \ \ , CORRESPONDING COMPONENTS. \ \ \ RIyVl=76%i\95' \ \ \ IN� OUT}720\08� ! / - I I \ \ �% \ \ IN\Y=751.84' \ \ \ \ / / / / I \ \ \ � 9. ONCE THE DAM FOR THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED, THEN SEDIMENT FENCE SHOULD ___\ \ � _\I \\ . \ - \ I I I !/ �/ - \\ ` \\ \ \ \ - - - S �0.------------% ♦, BE INSTALLED AT THE TOE OF SLOPE WITH THE OCCASIONAL SECTION OF SEDIMENT FENCE WITH STONE \ \ I I / I I I ! !, ! ( ) \ i \ - .0 . STABILIZATION. \ I \ I ; I / / I 1 I / ,// / \ / \ - _ _ \\ \\ --- CO r8 WS/FC EROSION CONTROL NOTICE PLANS APPROVED FOR CONSTRUCTION \ \ � I II / / BHUGt LYL)t GC1� WIzLL/ � / / I I I 1 / I KAIftEN A SON VO YVEIL - - _ / I IRIOGE RUN GOO RT / I / DB 552 PG 4� / / 1 I ` I / / TA%�'IN: 5�9��21-F58fi _ / ! / i (50 PU�LIC� R/W) I _ / / / I� 1 I I 1 � I l // ! , // // // l I l / I 1 !!/ \ // / / // ✓ I / / / \ / / / This plan complies with Chapter C, Article 4 - Erosion Control of i i // i / / /f// //// / I// /////, the Village of Clemmons Unified Development Ordinance. A i / \ / i / / / //// \ �/ / // / /' / \- / printed set of the stamped/approved plans must be kept on the / / �' / / / //// // // /// 7 r-// / �\ - - _ construction site for reference when installing required erosion //I //!� // // / // // // // // i \\-- control measures. / A\ / / / / / / , / / I TREE STAND kentw / / / // / I I / / ANGI�LA 6. FyCKS \ 108,942 SF ! / / / I I / JAS9N R/ THRMAS \ \ - / / / / O 1 1 1 1 DB/�49d, PG. 23,92 \ - - / / / / / I I I I TAX IPIN: 5�894-21-25\46 11 /21 /2022 10:26:18 AM \/ I I i i i I I\ \ \` \ \ / - - �,\ \ / I I I I \ \ \ I I I I I I \ \ \ 11 I I I I I I I \ \\ `-- / I I I I \ \ \ `- / I i I Imo_ \\ \\ - - - -- I I \ - - / i II i 111 \ \\ -- --_-_ _ I / i I \\ \ BASEL S. MATALKA - - - / I \\ \ \ \ H F LAYYOUS / D 2 .1657 1 / I I \ \\ \\ I TAX I I D- 21-3450 -IIIIIIIIIIIIIIIIIIIIIillillillillillillI - - _- 11 -- --- --- __ /\ __ - - -\ - - - - - - - BRIAN ALF,�"RED'IASKELL - \ \ \ - \ � S'a I 10.ONCE THE SEDIMENT SKIMMER BASINS HAVE BEEN INSTALLED AS DESCRIBED ABOVE, THEN CONSTRUCTION OF - - - �,A/ - - Z�l 11 - - I DIVERSION BERMS CAN BEGIN. 11.INSTALL SILT FENCE AND THEN BEGIN INSTALLATION OF MINIMAL FILL TO THE WEST OF SKIMMER SEDIMENT BASIN #2 PRIOR TO DIVERSION BERM INSTALLATION. CLEAR AND GRUB AS REQUIRED PRIOR TO INSTALLATION OF FILL. STOCKPILE TOPSOIL ON -SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATE DISTRIBUTION.PLACE MINIMAL FILL 12. SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 DAYS ON ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE. 13.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR. M O Z N Z_ U � J a� V) 0 0 E Q 0 � o C� O O r- Ir Z 1n W Z ,r,,- co J N 00 0) c 0 W LUMQ_(0.� 02 W (D ly -6 Z_ 70 C� W (n co I- U) Z M i3: iu- a) J Y0 a�� Q dli� 0 � FIRM LICENSE C-1891 CIO LU G O = z U O J Cn LU 0 V Z J J O J 2 LU a LL ( V z_ 0. U) Q or_ or_ LL 0 J LU L.L Z or_ Vj N O 00 00 0 O Q o � U) N O m Z U m 0 Z W uJ 3: 0 � � 2 d 0 0 z O d w w � `� �_� 1i LUz (0 z O � LU Df U W O > LLJ z O C0 z �- 5� Ir a 1i O /n � O Ir 2 O U O Ir O O a a w w w w cn cn Z J 0� U O Z Z 2 W J U N N N 0 Iii H Q 0 SITE STAGE 1 EROSION CONTROL PLAN GRAPHIC SCALE SHEET 50 0 25 50 100 200 ��= � C2.3 ( IN FEET ) 1 inch = 50 ft»