Loading...
HomeMy WebLinkAboutNCG020941_Keller-Mine-SETbf_7/28/2019i 1� ea - • 1 �� Flp C i f. l LF N/F DU5TIN M MENIU5 ... DB 1043 PG qa4 ID# 128-126 1 �� 1 � m y N/F LI LOCK DB OIB PGD42 ID# 125-06q 1 1 n EX. PAVEM u JL .a" ry- N/F RI GHARD d L I NDA PARKER DB615PC? g6O ID# 12&-0'74 .F' T E JOHN R 8 MAR"( BOPP DB 635 PG q67 ID# 125-125 1 / / ` r I I cJg le lo, le lo, Af Ile / / / / / / / 11 // / / / / / / \, LU \ -------- I — — — — — — — — Ti _ _— - - - - - - - J��� /// / / / / / / / l l I I l I II 1 �__--'--1------------------------------------------ I---------------------------r- I I � 7-7 - - - - - - - - _------------------------- ' / I \ `\ \\ �� --_- - - - - - - - I-1--/--_------------- _=-------------------- -----------------____ -- —_ _ — — — — — —__-- BASIN, I TOP D LI i 706A SPILL AY iO4.0 % I0` I' EiPIL . AY \ _ — Ills ry/I 1' ORIPIC.E 5K)M.MM WIN DA51Ne "/ 5' py I sar A,�W ,. / \ `G STONE OUTLET i : •• B� O------ ROCK C+ECK (DE+m sm. 5b3) 0. --------------- --------------- i III all '+'� ��»CC$$$iii �♦ 10 "• • ►�i♦��i♦i i♦ ♦i ♦♦♦t ♦♦/i♦♦ �� ♦'9♦♦♦� ♦♦♦♦♦♦ ♦♦♦o♦ >♦��♦♦♦O'>♦♦4� �i�♦Gt♦♦♦♦♦♦� ♦G♦Ir♦♦ r✓ ►7♦♦♦p -------------- --------------------------- ♦A♦♦♦� ►♦♦♦♦♦ i♦♦♦♦ 1♦ �♦♦♦Nil ♦V♦♦♦ ♦♦♦♦♦♦♦'t♦♦I �J�♦�♦�♦�� 1�♦�i♦♦o♦JC♦I♦♦♦♦♦t�,♦♦ • �♦ ♦♦ t ♦♦♦♦♦♦♦♦♦� ��♦��♦!♦? . ♦♦♦♦♦♦N �. ►♦♦♦♦♦ � �♦G♦ ♦V♦♦♦♦�♦vy♦♦♦♦♦♦♦mot. � � ��♦�♦♦♦♦♦♦♦♦♦♦♦♦♦� -! S!.t:'►i<�11i'O♦�Q♦♦♦♦♦♦♦♦♦♦♦♦♦QA♦♦♦♦♦♦�������♦mil ��♦rS♦♦�♦�♦�♦V♦ri♦O♦0♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦,♦J♦'�♦�►'` R t i.. i > *� �♦ ♦♦• i / I I cJg - I — - - - - \ \\ ♦ � i Oi' i♦i♦i♦i♦i♦i ♦♦i' .�i♦i♦i♦i♦i ► �i♦i �♦i♦i♦i♦i♦i �♦♦fit♦♦♦♦♦♦t �♦ ♦� fit•♦♦♦♦♦♦O//♦♦i �♦ ♦� w�♦S♦�N♦♦ ►♦ ♦ ♦♦ A♦ ♦�i♦�� ♦Gyp♦♦♦♦♦,y! ♦O♦Ir♦♦ r✓ ►7♦♦♦4Lu i♦VNi♦t ♦♦♦♦♦1 i♦♦♦1♦ ♦♦♦♦♦1 0 /♦♦t4♦♦♦�♦♦♦t♦♦♦♦♦♦GA♦� /♦O♦♦♦♦ � ♦♦-♦♦♦/ ♦V♦♦♦ --------------------------- ------------------ ---------------------- ♦AA♦♦♦♦♦i♦♦�♦♦♦♦♦♦♦♦♦ i♦♦♦♦♦♦ a �j ►♦t�♦♦♦ >�♦7i♦♦�♦NC♦�♦♦♦♦♦t�,♦♦ . �♦ ♦♦ t ♦♦♦♦♦♦♦♦♦� ♦���!♦.N♦y♦♦♦♦♦♦♦♦♦it♦♦♦♦♦♦V♦♦♦♦♦♦♦♦♦♦♦if♦♦i♦V♦�������♦mil'♦�♦`:tom♦'►'♦♦rJ�♦♦♦♦♦V♦riAO♦!►♦�♦�♦♦♦�♦♦♦♦♦♦♦�♦�♦♦♦♦♦�,�N♦�� ► R���i"���A��*♦N♦i♦i♦�♦�� �•♦i�♦♦♦♦Oi♦i♦♦♦♦♦♦♦♦♦♦6/i♦♦♦♦♦♦♦♦♦♦M♦♦♦♦♦♦♦♦♦♦A1♦♦♦�i ►♦1♦♦♦J4�►♦♦♦♦♦♦i♦NO♦♦�♦♦♦♦♦♦♦♦♦♦♦,♦`�♦!♦�i♦!♦N♦♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦!♦lit♦V�/♦�►♦>♦v♦�i♦♦♦♦♦i�i�? � 5. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC, STREETS MUST BE REMOVED IMMEDIATELY. 4. WHEN APPROPRIATE, WHEELS MUST BE GLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC, STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHIGH DRAINS INTO AN APPROVED SEDIMENT BASIN. 5. SOIL STABILIZATION FABRIC, TO BE USED SHALL BE MIRAFI 500 OR APPROVED EQUAL. STABILIZED CONSTRUCTION ENTRANCE NO SGALE D Q STD .O FILL SLOPE P/N/sH G L 2' MIN. GENERAL NOTES- N--/- I. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1.0% MIN. 2. SILT FENCE MAY BE REQUIRED BEHIND BERM WIDTH AND DEPTH TO BE DE516NED BY ENGINEER (I' MIN) DRAIN. REGID. FLOW DITCH AREA FLOW SLOP(Sis�E MAX ■N■ f1=T) � � BPS) GAPAG (AC) (GFS) (C.FS) A 2.0 '7.0 1.5 .0225 2.0' 2.0' 0.6' 3.G 8.8 B 4.0 16.8 1.5 .0225 2.0' 2.0' 1.0' 1 4.5 24.0 * TH15 DIVERSION DITCH SECTION CAN BE USED TO DIVERT RUN—OFF TO ANY OF THE SEDIMENT TRAPS SHOWN ON THE EROSION CONTROL PLAN. MAXIMUM LENGTH IS 100 FEET PER DITCH. TEMPORARY SILT DITCH NO SCALE PVC END GAP �"C" ENCLOSURE E*YqATERARM A55EMBLY ENTRY UNIT ELBOW PVC, VENT PIPE WATER SURFACE PVC, TEE PVC, TEE �� PVC END GAP PVC, PIPE �ORIFIGE P HOLES IN 5GHEDULE 40 PLATE UNDERSIDE PVC, PIPE FLEXIBLE H05E BOTTOM SURFACE TED BERM -51LT FENCE (SEE NOTE 2) r'IF1011UL11Iy rNtV,-,1U1f3fuG FClfly I rGffllfLVIU VI nyGffL1 vco Site Area Description I 5tabill; Perimeter dikes, swaies and slopes 7 Days Hiah Quality Water (HQW) Zones 7 Days Slopes Steeper than 3:1 1 7 Days Slopes 3:1 or flatter 1 14 Da All other areas with slo pes flatter than 4:1 1 14 Da PART 2A: EROSION AND SEDIMENTATION CONTRO 24 HOURS OF A RAINFALL EVENT GREATER THAN C Erosion and Sedimentation Control Measure Measure iD or Location and Description Operating Properly? (Y/N) Any Repair or Maintenance Needed? ,'N New Mi LroQosecf Dimensions ❑ *New erosion and sedimentation Control measures instalk practice shown on a copy of the approved erosion and se+ PART 2B: STORMWATER DISCHARGE OUTFALLS SI 24 HOURS OF A RAINFALL EVENT GREATER THAN C Stormwater Discharge Outfalls Inswected Stormwater Any Visible Any Increase Any Discharge Sedimentation in Stream Visible Any vi Outfall in Streams, Turbidity Erosion sheen, f ID or Wetlands or from below suspende Location Outside Site Discharge? SDO? diiscoloral Limits? (YIN} [Y/N) (Y/N) PART 2C: GROUND STABILIZATION Must be recorder Areas Where Land Disturbance Has Been Ccmpleted or Temporarily Stopped Tlme Limit for Ground Corner 7 days or 14 days SKIMMER .END VIEW FRONT VIEW No SCALE DEQ STD # (5.64cl a- a o� w r oa snrOw � a � � � U�tGN RQ typ' MOUNT vQ IA a .iqm Y .I✓ br.r. -.. _ Al f) aM7 x70d O O �9 ar ( � 00 �poCKs DR � lY RQ ti � 5•rrr�.(�l � � I / cb J �h`� ❑l13fFaa5 as ssaO-Q-10 i -v 4 f7sls �� 44 a ^1 — O COUNTRY,M�A�t3ih',7RL 4 A) / 1\ 4n R _ gab .�auvary } ff Q `Y dq y� ��s +Y�aYHby 1VI `4p 1 ^�p3Ab G Ys ass c is Aaevr+ f� '350 5Uq!_RD KETNER FARM RP 9 as 3,vrxsaa � `�i /dray 3 ti tia a a � u4 754 a Y L�Tlp I \ 3 � 3QISi54� ro i � e3 7� errzct j gst 7';7yS�if3HJ� � � 1 (40 qsej� s> 65 f � 3�, e / a � 0ti na 3{71S a R� c ITlA 0 PYi fi (� U G� rYVrl Spg S� oat ti75fl 1� u� s�a�a•��xraas I coo w