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Home My WebLink About067-068.6GENERAL STAPLE RECOMMENDATIONS ,uu 275 250 uj 225 Z 200 = 175 150 J 125 W 10 0 75 V) 50 25 B` - SILT FENCE BOX 0 - GRAVELBAG CURB INLET PROTECTION - F A - TEMPORARY SEEDING B B 1 STAPLE PER SO. YD. 4:1 3:1 2:1 1:1 CHANNEL SLOPE GRADIENT LINING 7, 4 ADDITIONAL STAPLES AS REQUIRED e' 1_5' 4' 4 X XX c x STAPLE PFR SO. YD. ®t ® X ® B CHANNEL LININGS UTILIZE STAPLE PATTERN 1 1/2 STAPLE PER SO. YD. WITH ADDITIONAL STAPLES ON SIDE SLOPES. NOTES: STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP, WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. EROSION CONTROL BLANKET STAPLE PATTERN (NO SCALE) STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNEJULY AUG. SEPT.00T. NOV. DEC. PERMANENT A SEEDING C° DORMANT B—� SEEDING TEMPORARY C_ Deo SEEDING E F SODDING D MULCHING G A = KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE: PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. (1 LB/1000 SQ. FT.) F = SOD G = STRAW MULCH 2 TONS/ACRE. */I/` IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER, 's IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. SEASONAL SOIL PROTECTION CHART I= If3�—IIII�IIII=1'' Illliil�_III�I�I�IIII_ DRAINAGE SWALE SECTION (NO SCALE) EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5#/ACRE "REDTOP GRASS". 20#/ACRE "RYE GRASS", 20#/ACRE "BLUEGRASS", 25#/ACRE 'FESCUE" AND 600#/ACRE 12-12-12 FERTILIZER. B. CUT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25#/ACRE "FESCUE", 20#/ACRE -RYE GRASS", 15#/ACRE 'BLUEGRASS" AND 600#/ACRE 12-12-12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS. (NO SCALE) 8 7 I 6 1V _ � 1X X X x x x �y � 00.00y OWNS= v ?- A. L . i 6' BRD. FEN. 42' tt POST 2"X2" WOOD OR 1.33 LBS/FOOT STEE, 5MAX. SPACING WIRE FENCE —� 14 GAGE (MIN) -6" MESH REO'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 4"X4" TRENCH TO BE BACKFILLED AND COMPACTED UPSLOPE C � c CV to DOWN- SLOPE - II 12 SQ. YDS. 9 SQ. YDS. RIP -RAP FOR RIP RAP — OUTLET PROTECTION MAINTENANCE: 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC 15 TORN OR DETERIORATED. REPLACE SECTION IMMEDIATELY. 3, REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING FABRIC TO BULGE, 4, TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. SILT FENCE SECTION (NO SCALE) C/L SWALE 1/3� 1/3 1/3 I 1 STRAW BA .00 PRWWrr LIECTRK:, TELEPNCN E a CABLE 7�r. r '1-3'-#4 REBAR STAKE MAINTENANCE: 1. INSPECT STRAW BALE DAMS WEEKLY AND AFTER EACH STORM EVENT. 2. REMOVE ANY SEDIMENT DEPOSITS PROMPTLY TAKING CARE NOT TO UNDERMINE ENTRENCHED BALES. 3. INSPECT WEEKLY FOR DETERIORATION OR DAMAGE BY CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 4. AFTER DRAINAGE AREA HAS BEEN STABILIZED, REMOVE BALES AND SEDIMENT, BRING DISTURBED AREA TO GRADE AND STABILIZE IT. STRAW BALE PLACEMENT #1 FOR EROSION CONTROL (NV SCALE s L \ 1 ) L � R UNOF, GRAVELBAG CURB INLET PROTECTION (FOR INLETS THAT ARE IN LOW POINTS) (NO SCALE) NOTE: GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE INLET GRATE AND PACKED CLOSE TOGETHER TO ELIMINATE GAPS. IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. M. 7 Al RIP -RAP ON 4 3 Q '4 0 3� CONSTRUCTION ENTRANCE 12 SQ. YDS. RIP -RAP 140 SQ. YDS. RIP-RAP-sz - mk�> �. _ V FOR OUTLET PROTECTION FOR OUTLET PROTECTION TEIWN No nur, rnm.r D ELEVATION: 811-10 I�tf VWER LK TO BLDG. M NN T +— GRCWJiO PARK F ` \'J �� E' ';RI( CHURCH $ICN R/W uM, CNJACh SIGN Al! r s g } Y, " tf �- � i K" feyy E CYPJE_ k a'— art X_ ,- ,. Ln i �J C I IIt I j Dip kREA �T pA W II ZI Y_, `r r ._' v V I Q ! IBM /1 ClR S0. c.1 ON LGT. 1165E'"� Q v ELEV. = 808.79 n w a z a 'W x A- p ca.� l•, If a �� m W W # i \ / 4 112' arF' E r SEE PLANS 1 � I I RIP -RAP ON FILTER FABRIC 12" (MIN) OUTLET EROSION CONTROL F SOILS MAP 0 nnM �� I M B Mm� C2 Q SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES CsB2 CROSBY -MIAMI SILT LOAMS, 2 TO 4 % SLOPES, ERODED MmB2 MIAMI SILT LOAM, 2 TO 6 % SLOPES, ERODED 5 I 4 EROSION CONTROL LEGEND ® - SILT FENCE BOX 0 - GRAVELBAG CURB INLET PROTECTION - RIP -RAP V - TEMPORARY SEEDING USE PLANTING CHART - EROSION CONTROL BLANKET w .� USE STAPLE PATTERN N.A.G. S75 IN SWALE Z S150 ON LAKE SLOPES ® - CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) 0 � - STRAW BALE DAM (SEE DETAIL) —SF- - SILT FENCE — - SWALE C4 A v) 3 w w n co t � tE�1, T z xw ♦ 1 � � \��r aa�5 „� W 1 � A��II♦�A� ��n`��,�III Z w z SOILS TYPE LEGEND Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 2 % SLOPES CsB2 CROSBY -MIAMI SILT LOAMS, 2 TO 4 % SLOPES, ERODED MmB2 MIAMI SILT LOAM, 2 TO 6 % SLOPES, ERODED 5 I 4 EROSION CONTROL LEGEND ® - SILT FENCE BOX 0 - GRAVELBAG CURB INLET PROTECTION - RIP -RAP V - TEMPORARY SEEDING USE PLANTING CHART - EROSION CONTROL BLANKET w .� USE STAPLE PATTERN N.A.G. S75 IN SWALE Z S150 ON LAKE SLOPES ® - CONSTRUCTION ENTRANCE (12" OF #2 STONE ON FILTER FABRIC) 0 � - STRAW BALE DAM (SEE DETAIL) —SF- - SILT FENCE — - SWALE SCALE: 1 " = 50' 0 25 50 100 EROSION CONTROL SPECIFICATIONS: THIS THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY_ THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBIUTY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. "IT'S THE LAW" INDIANA UNDERGROUND PROTECTON SLRvICE, INC. -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ALL OTHER INFORMATION SEE DEVELOPMENT PLAN, CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE V 4 t JPS aC* QQ �� O ALLAN H. WEIHE P -E. 8827 V co W Z e q W V N o CU � 15 O 4. e n q o w Ww �2 w � o A� O '� 4 SHEET NO. C4 ■ Uj a U) E- V w .� Z a � oz W C4 A v) 3 w w n co xwaa G] z xw ca aa�5 W W Z w z z In I z Zao W > CQ 00 d�V� W d Lfl CK c T �aw� oz'"O 4 - i �� Cr W Z0. zLo zcow Q dQ'"o mom z c: z W c: O 3 o m w z� w 0 r 0) UO � � m m W O G7 z 0 Zz U (D I a� 3d W a a CL V 4 t JPS aC* QQ �� O ALLAN H. WEIHE P -E. 8827 V co W Z e q W V N o CU � 15 O 4. e n q o w Ww �2 w � o A� O '� 4 SHEET NO. C4