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' i i i i i i i i i / i •Y :5 .',- • -, ,- v`'`, A \ \1,1\ ', AVA `' v J i 1 ,1j / ti r 9,«`"tp, l ',t` / / '. /� '/ / " _ , I , i i �� l ( A AV v r �\ -V`' \ Ili i li 6 ,f ( i .f Y�'•)� / � '.Y' / / 1. �i i i , A` V A , t i / �Y i i i \ `V / - - s / r I •' i i i i i - • 6 , ! -�J .A d / i "4 w i i V 'Ste. • i i y' i �/ i i 1 1 Vt �� ,�r J 7 a - w 1 i i i `Y ' -�.i i i i i QIyP� •Y i / i i / ! \ \ \\\\ \ \� \ \ \�\ ',\ �\ , i '`t'\ t \�`' ` • ,%I� I f ,� J, f/ / / -{...� '.0 �� / . •.•./ i i i Y i i i i l i i , i i ✓'' \'; \\i.`� \\, \\ `,, .,\ \'�' -., , \--� \ • ,,,.\ ,/, /r :;; j 1 /;' /r ','' -.i ", ,l '11 U1,115 i i i` i i i i i i i i i i / \\ ,\ ; \\ \ \ \ \\ ' \\ } {1 ,,% / I /, /; / '? 11 LIMITS 0 F �, y F.�(v ' c i.; ,, 1 +;c� s� i i i% i i i i i i i I i i% i i \, •\ '�'\ \', 'i' ,, , -` r �l I • • , 1 ( I / y l ♦ / ` 7C '� ' \ \ t • .r i i /;i i i i i i i i / /'i i i I e \ \ ,. '\ \ \�.� \., \ \, \\ \ �\ \ +l }\ tl \I_. L \ .' `f `� t ! / /'` /%!, % /.'V���f i `� / `y ' it 11. C i 1 i i i i i i i �ii W i i WETLAND \ \''. \,t \ \'• \ \�f \','.` +.r /� , \.. \ t , 'f ' /' 7� l r/r ! -/ / / \1 / ' i W:, i i i i i i i c •.V \ \ \`. \ -\ \ \ \''\ `\ 1 ` CJs' ` �' / /if / ''' f ,r I .� '� \ 1 III.v ., ..� i/ i i1 .OQ'O /� i i i i i i i i i \ ' / / 4�. �,. %. :. :': i i i i i i i i i 807. •' `', \ \\ 1 \'`\ \' \\ \ \�y.M1 -i \ `:\ + }`,, \ \ \ \e': ` \ • ` / ,/ �! /r," I., /I ` \ % �, 1, 1 `l / �\\ / / / / 11 i i i i ii i 1' \ \ . ` \ \ ,. .1'i .I ' ll� 1? ' \ \,� \. • / ,! ,/ /1 , I i /// i ` j f `� �K�/ j i' i i i i v i "f San• 8 ', , \.! = \ \. , � ; / / i /I, \ / \` ST , i i i i i i i i i i i i i , -I - RI 0.00 \' ` \-, \ \. .\ \ ♦` \` \� / f // / / // rn` °� i i i i i i i i 'i i i i l' \` '� :� .:: '90 L.F. OF TWIN 12 RCP IE: 18,` 801.75 \ \ `\ `� ',' Y1 :,` ` \\ -\ ,' � r J/ _ /F , % i i i i i i i� i i IE: 1 .801.60 ) {t 1/ / //' i i i i i i i i i i @ 0.22 /0 SLOPE \ \ \ `\ \ \ j /'}� \f // / / i i i i i i i/ i i M.E. r , \ \ \ fill 11� } ,till +� i'! �II \ a / /''� ( +' / %' i' - IMPACTED \ ;{ 1 !; } 1;\ \, 1 �;� /; r 1 / i i i W i i •i I 807.2 \ i \\" ' \ \t,\ , 11, \ \, \ 1`' If -' I B 46.3 / l /, � / i i i i 1 i. AREA = 1382 S.F. 1, ,,, \, I ,/ I + / +' i i i i i 1 i i i `Si / , , \ `,I. • ` ,,,'�,l - C, , / ��<'% I 1 ^- �(� 9. 9"• i i i i i' i i i 'V ___� �� l.'.: _ P / w / �31- 8 5.0 / I rr i i i i i i i" i \ Tr a _ ee n 1, _ {' l • r / / % 5 i _ry1�/ i i / ' \ -11 i i 7/i i - e [% i i i i ;,( ----- \ } vo \\ s \ \ ( �i i t r� \ r\ y''�y� 1' ♦ / �,(� l' 'r Z.9 W + { I f 1. \A 46 �nst \ I \ J L _ �3 b i ... ......... ........... ............ .. ............ .... ..... ... I z• T ,r, , : - Y , 32 1 +1 i * ' L : ./ '' / _ - - - -- - I� ate:© , / - `ir 1 r • ,I / .�== �.� �\', 1 B 818.3 \ / �``'*` WETLAND AREA y..i �•�� �._ _�- �` \ \ 29 33 0.67 ACRES ` IE. ao �' . ;. _ - - -- - l� T 4 III �/ � � , j, w /,I ' I V"x \11 y ,, � CP 1 �, I, (*28 I ,4 I .� . 11" / , 0 ---- �\ . i V, \ so..O.egdom : v - I .000 . 's . f-2,," / \ ---i �.\ '. , I I / , / I \ .p c� . ,, I r, \ 27 I 35 �s� �•. ( ." �; 189 SYS RIPRAPON ♦V / �� S v / , w _ _ f " � �•• . 189 SYS GEOTEXTILE FABRIC T �\ \ * a- � \ * � - -- M 6- P� , \ - f 36 '1� 7 . I �0 1 / 1-111 .- 11 -%... i . 11 ­­ 1, ­ I - " " t o / - A / �•• j �,, LIMITS 0 F �, San�1208 •• �« WETLAND /�" \ •� i ; Rim: 10.45 � •• / \ ` \ i( 18" S: 802.20 •• - � • • . �/ Approximate Limits ,+_ _ ``` �\ O I \\ / ' •.� 1 Flood Way % �� r �� •• / ♦ \ . -'I / I �•• I Per FIRM Map , �;' \ \ i I ___ t to / �: �, �,, '� 11 18057CO207F % 1\ \ O j 11 \� 1 I � \ , \ -� ` - \ r \ / �, 1 \ I_ - - -- - - I • - �A �` A ­.1 4. �­, I \ ,,\ � � - •`• \ t s \ / • ® \ \ 1'%• ! \ 38 ), N � I , v`v \v - \ . 1 V \ v� 23 �_ 1. 39 ----- 40 (47)--- EROSION CONTROL NOTES 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATEt) WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327 -IAC -15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND /OR ADDITIONS TO THE QUANTITII =S AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 4. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 5. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I. E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. 6. PERMANENT SEED SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS. SEED SHALL RECEIVE THE EQUIVILENT OF 1 INCH OF WATER PER WEEK FOR THE FIRST 6 -8 WEEKS, EITHER VIA RAINFALL OR IRRIGATION. A MINIMUM OF 4" OF TOPSOIL SHALL BE PROVIDED IN ALL AREAS TO BE SEEDED. C_- EROSION CONTROL LEGEND LINE TYPE /SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION %Zl ; , %� JF NEW ECONOMY PRAIRIE SF AtittottmtIttts EC-2 / i i / 300 MIX W/ N.A.G. P SEED SILT FENCE PERMANENT EROSION SEDIMENT FENCE i CONTROL BLANKET rP TREE PROTECTION FENCE PERM ANENT SEEDING OoO.- W W OOOt -- SWALE i i JF NEW SEDGE MEADOW SEED W i ( MIX OR APPROVED EQUAL LBSJACRE E - 42.3 C 7 ROCK CHUTE OUTLET PROTECTION • ••••'••••. PERMANENT SEEDING JF NEW ECONOMY PRAIRIE SEED EC-6 MIX (OR APPROVED EQUAL) GRAVEL END SECTION ...... 7 3 .9 LBSJACRE c PROTECTION 807 ■ • - ■ • - BASE FLOOD ELEVATION PER FIRM MAP -Q� BENCHMARK DATA PROJECT BENCHMARK: T.B.M. 122 - 0203 -12: RAILROAD SPIKE FOUND IN SE FACE OF UTILITY POWER #838-1508,42.5' WEST OF CENTERLINE OF MONON TRAIL AND 16.5' SOUTH OF CENTERLINE OF 136th STREET. B.M. ELEVATION = 81 9.59 ; NGVD 29. SITE BENCHMARK: B.M. HAM G-26: ISHC DISK AT SOUTH END OF WEST CURB OF SOUTHBOUND LANE BRIDGE ON S.R. 431 OVER COOL CREEK; 17.7' NORTH OF THE SOUTH END OF BRIDGE AND 0.4 MILES NORTH OF MAIN STREET. B.M. ELEVATION = 802.60% NGVD 29. 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