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LEGEND ACTIVE PERMIT BOUNDARY . . . 1 0-YR PIT i ; ! 1 � ! ; � ", �, eAKI� PIT EXPANSION . [M.""..",--.".,-.,.",�,/,,��,,,I BUFFER . PLANT SITE . k\\\\7W7� . . . - OVERBURDEN AREA AFFECTED AREA . . m m = m m m . . . CREEK I . .. ...... ...... .. .................... . BERM . [:+:.'�+.':'+�"+.--+-+--+I . POND . Scale: 1 " = 250' � . PROPOSED MINING AREAS �. . I . . I 1. . 12 . . �: . . .1 1 0-YR PIT . 23.9 AC I .1 . . . , . . � . . . - � . . . . . . . . - PLANT SITE 1, � 4,9 AC I . .. . OVERBURDEN AREA I . . 1.7.2 AC . . I I � .. I t, TAILINGS/SEDIMENT PONDS 1. 5 AC . . . I � I . . . OTHER MISC. AREA . . 12.2 AC I (BERMS, TEMP, DIVERSIONS, ETC.) . . . AFFECTED AREA 59,7 AC . . FUTURE . OVERBURDEN AREA 16.7 AC . . VEGETATIVE AREA 42.8 AC NA TURA L j4 REA . . . . T 7 OTAL PC--RMIT AREA 119.2.AC . I - . . . . . . 500 750 . . " I ,I, 11 A, , . � , . �.:. 11,�, . . . . � . I .. � I . .1 . . . . I . . . . . . " . . I . . . . 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I ,,, ` �:: "I - : , � - , I \ 1\ " 11 ., ,,,, �,,�, I " - � ,� �, ! , "I I I � C ,� � L� P(i �. I,—. �,., , 1�, " �,- fl`�,F, ,,, L-"L"'�,.,\,,."L"\` 'A �,,, LISA �-1 . I - I � � i . �.� . - : --�� 4 1 i _- � , � ; : " _,�'��i- i , I .,. Reviewed by: � " � : : , T . I � ,�,% K PA �� ": 3 2 �: 5 i \ /\1 / I �r _,' I -, ? � , I I e - �1, � . 11 .1 . � ! : . . : I. . '1� PATTERSON EXPLORATION C . I : : � :\ I 1. " / : � L. ":�,'�� -,�,,.' � S , I . . ,L-1, - I , " , t I . , j""11 ." � : : D �,-1 8,L 4 L � 1� � I ,,�, C2 of 1 6 Z 7 4 : 7 0 , '. � '" , I ". � i I -�,,�,- SERVICES C : . 4 : � 1 7 � : : t ., :: . / , / : : : I I � I : 7 , : . !� I I" , . � � � 4 � \ ...... � � / z � : 7 : -11-1�' , I Project Number: Date: . / ) 77 2� � / : m: I \\ . . . .. . ; : : � ", " : ! � . ; � ; . : " 2 � � ! � �', --.I- � .. I . ODS JOB ft: 2015-30 - ., ri � : : �� . 1. / : � ; L ,\"�&,,�-,---"�-,--"".,L,".",.-�1-1-- : . u I �: : � ! 1�— : � .L.� � I . . I : ! . / � . . I PXS JOB #: 010115 JAN 2016 . . . � ; �. J I I I ; .1 . . . . . I : I .. . . .. . - - �� IIIIIIIIIIIIIIII- . . . �� . . 4 ; I . . : : . . : . . ! ; 4 : . . . . . I I . .. . 1. - � . . . " , 1 - ; 1. . . � , .. : , . .. . ... . . '. . � I L , . I , '. - � , I , , , . :�. ..:!. .. . . . . . . . �. . : .� . . .. . . � � : , I. . . , . , -1 - m, .. i, .� , . 1. � v. L'...., . .-� ,�.:��.,:., ., '. �.. -5 .. � . . I . . . .. . . .. . .. .1. I . . '. . . . � . % .1, �-- i k ; j I i j. t RAFTING AND DESIGN SERVICES INC. 346 WOOLARD ROAD Sanford, North Carolina '27330 .(919)499-8759 phone draftinganddesign@ymail.com & GEO? YSf CAL - G\GPL eYp� 0 q�T . GCtV PAC FOR . PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, NC 27331-3008 z U � O Z ,.0 W �o = V Uj _Q Cn z v z LU Q W m ti E_ 0 REVISIONS .- ......... ...:... ................ ........... :._..... .____ ............... = C CC - .......................................... ...... .. ............... . . . ... ................ ...... .......:...................._................ S S ................................................. .... '-____-_-.-__,-_....._..._........_._.__._-............................... ................ ....... - P ................................................. ......................................... _............................................ ..... F c ....................................... ................ _.................................... :.............. y .. a C C r u ti r c L C G AGENCY REVIEW ONLY C z NOT FOR CONSTRUCTION i z { L Scale: Drawn by: a C 1"=200' DRAFTING AND DESIGN SERVICES, INC. Sheet: Designed by: DRAFTING AND DESIGN SERVICES, INC. c s Reviewed by: c ♦ C Of 1 6 PATTERSON EXPLORATION . SERVICES Project Number: Date: DDS JOB #: 2015-30 PXS JOB #: 010115 JAN 2016 3 u CONSTRUCTION SEQUENCE MINING ACTIVITY PHASE 1 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES CONTACT NCDEO LAfrJP QUALITY SECTION (919) 791-4200, 2, INSTALL CONSTRUCTION ENTRANCE ON hWY 421 PER PLAN. 3. INSTALL SILT FENCE PER PLAN BELOW ALL PFRMANENTTEMPORARY DIVERSION6 AND BASIN/TRAPS W/ SILT FENCE OUTLETS IN LOW AREAS PER PLAN. 4. INSTALL SKIMMER BASIN #1, 2, 3, 5. STABILIZE AND SEED ALL SLOPES IMMEDIATELY. ONLY CLEAR AS NECESSARY TO INSTALL BASINS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL GOOD GROUND COVER IS ESTABLISHED 5. INSTALL TEMPORARY DIVERSIONS # 1,2,3,4,5,6,7,8 PER PLAN. STABILIZE AND SEED ALL SLOPES IMMEDIATELY. ONLY CLEAR AS NECESSARY TO INSTALL DIVERSIONS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL TEMPORARY/PERMANENT LINING, AND GOOD GROUND COVER ON FILL SLOPES IS ESTABLISHED. 6. BEGIN CLEARING NECESSARY AREAS TO INSTALL ACCESS ROAD AND PLANT SITE AND REMOVAL OF OVERBURDEN FROM PIT FOR FILL MATERIAL. 7. BEGIN CONSTRUCTING ACCESS ROAD W/ CULVERT #1& PERMANENT DIVERSIONS AND PIT HAUL ROAD ALONG WITH PLANT SITE. MAINTAIN ALL EROSION CONTROL MEASURES WEEKLY AND AFTER ANY STORM EVENTS. 8. ONCE PLANT SITE, SITE ACCESS ROAD (PERMANENT DIVERSIONS CONSTRUCTED), PIT HAUL ROAD AND SCALE HOUSE SITE GRADES ARE MET AND ALL SLOPES STABILIZED AND SEEDED. BEGIN CONSTRUCTING BERMS PER PLAN. MAINTAIN ALL DOWNSTREAM DIVERSIONS AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED. 9. INSTALL PERMANENT SKIMMER BASIN #4. STABILIZE AND SEED ALL SLOPES EMMEDIATELY. ONLY CLEAR AS NECESSARY TO INSTALL BASINS. MAINTAIN SILT FENCE AND SILT FENCE OUTLETS DOWN STREAM UNTIL GOOD GROUND COVER IS ESTABLISHED. 10. ONCE SKIMMER BASIN # 4 IS INSTALLED REMOVE THE PORTION TEMPORARY DIVI-BSIN #4 BELOW BASIN OUTLET, 11. INSTALL PERMANENT DIVERSIONS #9,10. MAINTAIN ALL DOWNSTREAM DIVFRSIONa AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED. 12. ONCE BERMS ARE COMPLETE AROUND PLANT SITE STABILIZE AND SEED. MAINTAIN SILT FENCE UNTIL THIS ACHIEVED. REMOVE TEMPORARY DIVERSIONS # 1,2,3,4,5,6. MAINTAIN ALL DOWNSTREAM DIVERSIONS AND SILT FENCE UNTIL GOOD GROUND COVER IS ESTABLISHED. 13. ONCE PLANT SITE AND BERMS ARE CONSTRUCTED BEGIN PLACING OVERBURDEN IN THE OVERBURDEN AREA. MAINTAIN ALL EROSION CONTROL MEASURES WEEKLY AND AFTER ANY STORM EVENTS UNTIL FINAL MAX FILL IS MET. STABILIZE AND SEED ALL SLOPES AND DENUDED AREAS. 14. ONCE GOOD GROUND COVER IS ESTABLISHED AND NO RUTTING OF SLOPES IS OCCURRING REMOVE ALL EROSION CONTROL MEASURES WHILE MAINTAINING SILT FENCE ON DOWNSTREAM SIDE. 15. ONCE THE BERM CONSTRUCTION IS COMPLETE AND PIT EXCAVATION IS BELOW SKIMMER BASINS #1,2, 3 AND TEMPORARY DIVERSION#1, 2, 3, 4, 5,6. REMOVE BASINS AND DIVERSION AND MAINTAIN THAT SURFACE RUNOFF STAYS WITHIN THE PIT. 16, DEWATER ALL SKIMMER BASINS AND SEDIMENTTRAPS WITH SILT BAG PER DETAIL. 17. MAINTAIN SILT FENCE AFTER MAJOR RAIN EVENTS. 18. STABILIZE AND SEED ALL DENUDED AREAS IN WHICH WORK WILL NOT. RECOMMENCE WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS, 19. CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION (919) 791-4200. PHASE 2 1. BEGIN MINING ACTIVITIES. 2. TEMPORARY SEED OVERBURDEN AREAS THAT WILL BE DENUDED FOR 30 DAYS 0F1 MORE. 3. MAINTAIN ALL EROSION CONTROL DEVICES WEEKLY AND AFTER MAJOR STORM EVENTS. 4. CALL NCDEQ LAND QUALITY SECTION FOR INSPECTION (919) 791-4200. i . 2% SLOPE 2%SLOPE . ND 1�3� \Y\- ��3 EXfST1NC �1 GRpU \i J 2°/ SLOPE im \ EXIST ING GRC ND DIVERSION ❑ITCHiBERM SOIL I I aas 1 a ' NAF t ORAL G UN,D NOTES: --.- ' � . � s SOIL--,r .. Ap 1. ALL DENUDED AREAS LEFT INACTIVE BETWEEN PERIODS OF GRADING ACTIVITY SHALL BE TEMPORARILY SEEDED WITH IN 15 WCRKIN95 DAYS _ - - ,.: OR So CALENDAR DAYS, SHICHEVER IS SHORTER. SEE SEEDING - SCHEDULE IN DETAILS. 2- OVERBURDEN PILE TO BE CONSTRUCTED AND STABILIZED FfiOA BOTTOM PER ABOVE DETAIL AS FILLED. ONCE FINAL LIFT IS REACHED THE LOWER SLOPES AND BENCHES SHALL BE COMPLETED (MEETING THE RECLAMATION PLAN), _ 3. FOR FINAL STABILIZATION OF FILL SLOPES, GRADE TO 3:1 SLOPE, COVER WITH TOPSOIL, SEED AND MULCH, WASTE PILE RECLAMATION (TYP) NTS EROSION CONTROL LEGEND TOP OF BERM SEDIMENT BASIN WIER BAFFLES ROCK CHECK DAMS SILT FENCE 5F St TEMPORARY DIVERSION DITCH D�=� OUTLET PROTECTION J-HOOK W/ SILT FENCE OUTLET SILT FENCE OUTLET DISTURBED AREAS TAILINGS/SEDIMENT PONDS 1.5 AC STOCKPILES 3.5 AC OVERBURDEN STOCKPILE 17.2 AC PROCESSING AREAMAUL ROADS 2.6 AC MINE EXCAVATION 23.9 AC OTHER MISC EXCAVATION 11.0 AC (BERMS, DIVERSIONS, ETC.) TOTAL AFFECTED AREA 59.7 AC Scale: 11" = 180' PROPOSED DIVERSION TABLE CHANNEL ID CHANNEL SLOPE SIDE SLOPES CHANNEL DEPTH TEMPORARY LINING PERMANENT LINING LINING DEPTH TD#1 3.0 % 3:1 2.0 FT CLASS A RIP RAP CLASS A RIP RAP 1.0 FT TD#2 8A % 3:1 2.0 FT CLASS 1 RIP RAP CLASS 1 RIP RAP 1.5 FT TD#3 1.0 % 3:1 2.0 FT STRAW W/ NETTING BERMUDAGRASS TD#4 0.8 % 3:1 2.0 FT STRAW W/ NETTING BERMUDAGRASS TD#5 TD#6 1.0 % 3:1 2.0 FT STRAW WI NETTING BERMUDAGRASS TD#7 5.6 % 5.5 % 3:1 2.0 FT CLASS B RIP RAP CLASS B RIP RAP 1.5 FT TD#8 1.4 % 3:1 3:1 2.0 FT CLASS B RIP RAP CLASS B RIP RAP 1.5 FT PD#9 1.0 % 4:1 2.0 FT STRAW W/ NETTING BERMUDAGRASS PD#10 1.0 % 4:1 2.0 FT STRAW WI NETTING BERMUDAGRASS 2.0 FT STRAW WI NETTING BERMUDAGRASS I. RAFTING AND DESIGN SERVICES, INC. C 346 WOOLARD ROAD Sanford, North Carolina 27330 -8759 phone (919)499 draf tinganddesign@ymait. corn E'� NDDffl 2 !. P D#1 FEND A Al STATION: 3+58.44 )v TD# OUT PROTECTION # STATION:16+25 A- D#1 I La=12.0 FTNr W=6.0-FT ....... ... ... D#12 FBEGIN: PD#1 3 STONE 0= CLASS B RIP RAP ND, PD,11 2 STONE D= 1.0 FT . STATION 4+78.0 S D#1 3 ..... 2+() HECK DAM HECK (TYP) jacc_! i. .......... ............. 3x00..... .............. A, • ... . ....... ...... . ...... CULVERT:# PATTERSON EXPLORATION - —2- SF STATION:16+25 ��:111 i SERVICES 1 24 RCP @ 1.5% SF — TD 4 P.O. BOX 3008 HE DAM (TYP) EG11' P D#1 3LL PD#i,,5 .. ............... D #15 . D#16 SANFORD, NC 27331-3008 AND: --BEGIN: PD#1 SILT FENCE (TYP J STATION: 3+58, 4 -4 END!. PD#1 5 ... ......... STATION: 4+78. ............. .......... .... PROPOSED DIVERSION TABLE CHANNEL ID CHANNEL SLOPE SIDE SLOPES CHANNEL DEPTH TEMPORARY LINING PERMANENT LINING LINING DEPTH PD#1 1 2.4% 4:1 2.0 FT. STRAW W/ NETTING BERMUDAGRASS PD#12 4.20% 4:1 2.0 FT STRAW WI NETTING BERMUDAGRASS PD#13 1.0% 3:1 2.0 FT J STRAW W/ NETTING BERMUDAGRASS PD#14 2.4% 4:1 2.0 FT STRAW W/ NETTING BERMUDAGRASS - PD#15 4,2% 4:1 2.0 FT CLASS A RIP RAP CLASS A RIP RAP 1.0 FT PD#16 I .0 % 4:1 2.0 FT CLASS A RIP RAP CLASS A RIP RAP 1.0 FT TD#6 5.6% 3:1 2,0 FT CLASS B RIP RAP CLASS B RIP RAP 1.5 FT TD#7 5.5% 3:1 2.0 FT CLASS B RIP RAP CLASS B RIP RAP 1.5 FT 51 47 45 43 42 1 I 7+ . ................................. OW POINT STATION: 9+78.81 LOW POINT. ELEV: 455-90 PVI STATION: 8+78.81 ................. PlY.1 E'.LE.V.'-.A5.6.....94 .......... ............ 200.00VC ME 9+ 10+_00 11+'00 12100 13+_00 .................. ......................... ............ ........... . . . . . . . . . . . ...... . . ... ...... ................... ............. ................. —450 ................................................ ............ ........... ............................. 50:LF24"RCP @1.5%. STATION: 16+25 ....................................................................... ... .... ... ............................................ . . .. ........ ..................................... .................. ---------------- ..................................... ......................................... .......... . --------------------------------------...... ............................................. ............ . .................................. . .... . .... . . 7 Lc J Q AGENCY REVIEW ONLY ....................................... .............................................................. ...................... NOT FOR CONSTRUCTION Scale: Drawn by- VERT: I "=1.0' DRAFTIN'G AND DESIGN HORT: 1"=60' SERVICES, INC. 20 Sheet: Designed by. 14+00 15+00 16+00 17+001 DRAFTING AND DESIGN SERVICES, INC. Reviewed by: C5 of 1. 6 PATTERSON EXPLORATION SERVICES Project Number: Date: DDS JOB M 2015-30 PXS JOB #: 010115 JAN 2016 J .■ PROPOSED MINING AREAS 10-YR PIT 23.9 AC PLANT SITE 4.9 AC OVERBURDEN AREA 17.2 AC TAILINGS/SEDIMENT PONDS 1.5 AC OTHER MISC. AREA 12.2 AC (RERMS, TEMP. DIVERSIONS, ETC.) AFFECTED AREA 59.7 AC FUTURE OVERBURDEN AREA 16.7 AC VEGETATIVE AREA 42.8 AC NATURAL AREA TOTAL PERMIT AREA 119.2 AC TEMPORARY DIVERSION DITCH OUTLET PROTECTION J-HOOK WI SILT FENCE OUTLET SILT FENCE OUTLET LEGEND ACTIVE PERMIT BOUNDARY 10-YR PIT PIT EXPANSION' i. W W W W BUFFER PLANT SITE OVERBURDEN AREA AFFECTED AREA ....... CREEK BERM}}++}}+++ POND SCALE 1 "=100' 4 11 i 1 EXISTING GPO NI : NOTES: �¢.'":i ;:•;T}:=±1F' 'ia I?.:; 1. ALL DENUDED AREAS LEFT INACTIVE BFT WEEN PERIODS OF CRADING ACTIVITY SHALL BE TEMPORARILY SEEDED WITH IN 15 WORKINGS DAYS OR 30 CALENDAR PAYS, WHICHEVER IS SHORTER. SEE SEEDING SCHEDULE IN DETAILS. 2. OVERBURDEN PILE TO BE CONSTRUCTED AND STABILIZED FROM BOTTOM PER ABOVE DETAIL AS FILLED. ONCE FINAL LIFT 15 REACHED THE LOWER SLOPE5 AND BENCHES SHALL BE COMPLETED (MEETING THE RECLAMATION PLAN). 3. FOR FINAL STABILIZATION OF FILL SLOPES, GRADE TO 3.1 SLOPE, COVER WITH TOPSOIL, SEED AND MULCH. - WASTE PILE RECLAMATION (TYP) NTS f j I CONSTRUCTION SEQUENCE RECLAMATION ACTIVITY - OVERBURDEN AREA ! 1. ALL RECLAMATION ACTIVITY IN THE FUTURE OVERBURDEN SHALL NO T BE COMMENCED UNTIL T11F MINING PERMIT AK'EA IS INCREASED AND BONDED TO INCLUDE THIS AREA. RAFTING AND DESIGN 2. INSTALL EROSION CONTROL MEASURES PER MINING ACTIVITY CONSTRUCTION SEQUENCE AND PLAN ON PLAN SHEET C-8, SERVICES, INC. 3 PLACE OVERBURDEN MATERIAL IN 3 FOOT MAX LIFTS WITH 3:1 MAX SIDE SLOPES. 4. INSTALL SLOPE DRAINS AND MAINTAIN THEM DAILY OR BEFORE ANTICIPATED MAJOR STORM EVEN'I-S. ONCE FILL MATERIAL EXCEEDS 10 FEET OF FILL OR 30 FEET OF SLOPE 346 WOOLARD ROAD 5 INSTALL SLOPE DRAINS PER DETAIL AND SIZING AS DENOTED IN TABLE 6.23a ON THIS PLAN SHEET. 6. ALL TEMPORARY DIVERSION AND SKIMMER BASINS ARE INSTALLED IN THE INITIAL PHASE OF SITE PREP. Sanford, North Carolina 27330 7. CONSTRUCTION OVERBURDEN PILE WkTH BENCH AND SLOPE AND STABILIZE AND SEED AS ITS CONSTRUCTED UPWARD. " (919) 499-8759 phone 8. OVERBURDEN PILE TO BE CONSTRUCTED AND STABILIZED FROM BOTTOM PER DETAIL AS FILLED. ONCE FINAL LIFT IS REACHED. draftinganddeSign@ymail.com THE LOWER SLOPES AND BENCHES SHALL BF COMPLETED (MEETING THE RECLAMATION PLAN), 9- STABILIZE ALL DENUDED AREAS IF FILL ACTIVITY WILL NOT COMMENCE WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS. 10. ONCE ALL OVERBURDEN MATERIAL IS PLACED AND THE MINING ACTIVITY HAS STOPPED AND THE RECLAMATION PLAN I:3 COMMENCED THEN FOLLOW THE PHASING OF THE RECLAMATION PLAN CONSTRUCTION SEQUENCE. � G,:aP:kvslcn GTE � fikN i 1 1 I �oxir�crres. I PATTERSON EXPLORATION SERVICES P.O. BOX 3008 I ! I SANFORD, NC 27331-3008 I l J I 0 I � � I � Q V W 100 0 100 200 300 _ Q Scale: 1" = 100' ".r'' r�■I 0 LL< ❑ Icn LLI Z an ' W 4:: 0 0 Lu i I IR0- v� Q I IlwrMlirlr IA� ' � .. . , - J /lp\ / I,• \ / TEMPORARY 5 / , ` ." % SKIMMER BASIN #5 WI RISER TOP DIM= 127 x 254 � '' BOTTOM DIM= 109 x 236 POOL DEPTH=3.0' / TOP EL= 441.5 BOTTOM EL= 435.0 PRINCIPAL SPILLWAY EL= 438.0 OUTLET PROTECTION (BARREL) , WEIR EL= 439.5 La=152.0' VOL PROPOSED= 86973 CF W=7.5' VOL REQUIRED= 58480 OF STONE = CLASS BRIP RAP WEIR L=2 EROSION CONTROL LEGEND STONE D= 1.5' WEIR D= 2.0.0' WEIR LINING=CLASS A RIP RAP WEIR STONE D=9" TOP OF BERM SKIMMER SIZE= 6" SKIMMER ORFICE=47' SEDIMENT BASIN O/V ` RISER SIZE = 52" CMP WIER BAFFLE: BARREL SIZE= 36" CMP CONCRETE BASE= 7.0' x 7.0' x 1.0' mow/ BAFFLES= 3 ROCK CHECK DAMS - DIVERSION INLET PROTECTION ` ,"-. La=12.0 ' SILT FENCE SF SF R_ • W=9.0' STONE O=CLASS A RIP RAP D=1.0' TEMPORARY DIVERSION DITCH ❑�� c OUTLET PROTECTIONczzj v J-HOOK WI SILT FENCE OUTLET SILT FENCE OUTLET W I - m so -:REVISIONS: L } C: p .....:: f C .............. ....... .... ...... ........-.. - ........ ... ...... ....................................... c } a _ ....... ..... .... ........ ....... ......... ...:. ... I; ti ........... __ ......... I............. ........ .................................. ti c .... _.... ...... ........... _.... ... .,.....: LEGEND c ACTIVE PERMIT BOUNDARY F f t. EXISTING CONTOUR y ! ---1 - AGENCY REVIEW ONLY L C NOT FOR CONSTRUCTION EXISTING BUFFER�----��.i* _jPt l t. AFFECTED AREA - • • • • - • { Scale. Drawn by: a t 1 DRAFTING AND DESIGN 1=100' CREEK ) SERVICES INC r Sheet:. Designed b . 9 . Y �.. BERM *c*+' DRAFTING AND DESIGN SERVICES, INC. C t POND Reviewed by: Of 1 6 PATTERSON EXPLORATION CT ♦ c L SERVICES Project Number: Dale: t DDS JOB #. 2015-30 PXS JOB M 010115 JAN 2016 I _ I a q„ 1 , 41 i. l Ip BUR Ail 4; .. E MAINTENANCE PLAN THE OPERATOR IS RESPONSIBLE FOR MAINTAINING EROSION CONTROL DEVICES T}IROUGHOIJT THE PROJECT DURATION. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED. . SKIMMER BASINS: . 1, BASINS ARE TO BE CLEANED OF SEDIMENT WHEN ITS STORAGE CAPACITY 18 REDUCED BY 50%. PLACE SEDIMENT REMOVED FROM THE BASIN IN A STOCKPILE AREA AS SHOWN ON THE PLAN OR AN AREA THAT HAS ADEQUATE EROSION CONTROL MEASURES. 2. CHECK BERM STRUCTURE, SPILLWAYS, AND SKIMMER PIPE EVERY WEEK FOR EROSION AND PIPING. 3. MAINTAIN BAFFLES AS DIRECTED BELOW. . 4. ANY RIP RAP DISPLACED FROM SPILLWAY MUST BE REPLACED IMMEDIATELY. 5. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE BASIN (PHASE 2 OF CONSTRUCTION SEQUENCE) AND ALL UNSTABLE SEDIMENT. GRADE ACCORDING TO GRADING PLAN OR BLEND IN WITH ADJACENT GRADES ADDITIONAL COMPACTION EFFORTS MAY BE REQUIRED IF STRUCTURE IS PROPOSED FOR THAT AREA, ST ABILIZE AREA. BAFFLES: 1. MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC COLLAPSE, DECOMPOSE, TEAR, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 2. REMOVE BUILDUP SEDIMENT WHEN IT REACHES ONE-HALF FULL. TAKE CARE NOT TO DISTURB BAFFLES DURING CLEANOUT. SILT FENCE: 1. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE FENCE SHALL BE REPAIRED AS REQUIRED TO MAINTAIN A SUFFICIENT BARRIER. 2, SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, DECOMPOSE, TEAR, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3, AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT. GRADE AREA TO GRADING PLAN OR BLEND WITH ADJACENT GRADES. STABILIZE AREA. TEMPORARY DIVERSIONS: 1. IMMEDIATELY REMOVE EXCESS SEDIMENT FROM FLOW AREA AND REPAIR DIVERSION RIDGE. 2. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. 3. AFTER ALL AREAS HAVE BEEN STABILIZED REMOVE THE RIDGE AND THE CHANNEL AND GRADE ACCORDING TO GRADING PLAN OR BLEND WITH ADJACENT GRADES. STABILIZE AREA. RIP RAP LINED DITCHES/CHANNELSIOUTLETS: . 1. PAY CLOSE ATTENTION TO INLET AND OUTLET SECTIONS WHERE CONCENTPIATED FLOW ENTERS. . 2. INSPECT FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. . 3. MAINTAIN VEGETATION ADJACENT TO THE ROCK LINING IN A HEALTHY, VIGOFOUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR. I . . GRASS LINED DITCHESICHANNELS/SWALES: 1. DURING GRASS ESTABLISHMENT PERIOD, INSPECT AFTER EVERY RAINFALL: 2. AFTER GRASS HAS ESTABLISHED, INSPECT PERIODICALLY AND' AFTER HEAVY RAINFALL. IMMEDIATELY MAKE REPAIRS. 3. PAY CLOSE ATTENTION TO INLET AND OUTLET SECTIONS WHERE GONCENTFIATED FLOW ENTERS. 4. GRASS SHOULD BE MAINTAINED IN A HEALTHY VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION. i . TEMPORARY SEEDING SCHEDULE ); WINTER & .EARLY SPRING 'TEMPORARY SEEDING .:SCHEDiJLE FALLr ,y . ..... ... a. „Fits t^ - RaiV- .1€�.% d a I :iril1S d r 1. E vC-P_Sr,.a:. ink t ;and .;Pieo ..� #t #-� - ? �'. 0 fail: v a iil to S i r a�.�.t',<' ! E ¢F,<.,•o C 3tEt1E z )l C:i1 f,.11. > ` 4$ .,i.w . and I. # i ' cre 10-`t - u `�< ,I;�-, , 1ui> I# r t 3 rt E r 3tFaS�.}.: c.hor,:t.c :lby ice' ki rE %,da i , �`;3a ti Eta 0 - , r Mkt irks: y7 `�Cy qa u � R r t I. t ..D i i' li E . , , a3 .3 ` tG v a t u € a, e,il.la �. 1 r$ e +��t irr:NI.. i.• Rand af._ : iv:i!ii f Ftt G w ..< „L k3 2 1 I w 3a 3. f I Coastal Pl , n'l or r\o:`ean € 4 E..�'' ia,ins) lra.,p5'de i_:f? late , c'"`€safy Or I ;, ,. TEMPORARY SEEDING PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN THE FOLLOWING SCHEDULE; PERMANENT DITCHES --> IMMEDIATELY (ROCK LINED) SLOPES 4:1 OR STEEPER --> 7 DAYS ALL OTHER AREAS --> 14 DAYS IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A DEPTH OF 6-8 INCHES. SEEDBED PREPARATION: LIME: APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE SOIL PH IS NOT KNOWN, APPLY AT A RATE OF 1 TO 1 Yz TONS PER ACRE ON COARSE -TEXTURED SOILS AND 2-3 TONS PER ACRE OF FINE -TEXTURED SOILS. APPLY LIME UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH PH HIGHER THAN 6 DO NOT NEED LIME. FERTILIZER: FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. WHERE SOIL TESTS ARE NOT AVAILABLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. INCORPORATE FERTILIZER INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. SURFACE ROUGHENING: IF AREAS TO BE SEEDED BECOME HARDENED, SEALED, OR CHUS TED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. PLANT SELECTION: SELECT THE APPROPRIATE SPECIES BASED ON THE PLANTING SEASON. SEEDING: APPLY SEED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TABLES. BROADCAST SEEDING AND HYDROSEEDING IS ACCEPTABLE ON STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN ONE INCH DEEP AND GRASSES AND LEGUMES ON MORE THAN %z INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD NOT INCLUDE A WOOD FIBER MULCH. MULCHING: MULCHING IS RI QUIRED FOR ALL TEMPORARY SEEDING AT A MIN RATE OF 2 TONS/ACRF WITH ASPHALT TACK. MAINTENANCE: CONTRACTOR TO MONITOR GRASS ESTABLISHMENT. PROMPTLY RESEEED AREAS WHERE A HEALTHY, DENSE GROWTH DOES NOT ESTABLISH. CONTRACTOR MAY NEED TO PROVIDE NETTING OR TEMPORARY LINERS TO AREAS WHERE GRASS CANNOT BE ESTABLISHED DUE TO EROSION. I TEMPORARY SEEDING SCHEDULE SUMMER ............. ...................._... __ ........- _.. fez gfing ry0x n, Spr.,ias 3' <li (i 1<t fu:) i oI€t: #'<E:C r<�u#i: ,..�:�� >. ...et„s,'ai#: < .3 J:';.";a, , �E##f r!"', •.,,.<L .'icy. c-. ... i1i.'. s , 4% Seeding �,, � I1 f £.�lEi.'<�is ,sac",", ,,,,t z'.,a,,,>.., ,\ „� a. ii , _. art'--Ippl' 2 Ei' 0 i'�1 :r' l z"1.`<�unj :: L'v 3 it _i_< _.1 £, 'ii-� Kati I,: II z•, ::,> ;i' El z; I i1, 1, ; ..,,L :it>S�iY td ir. I, US Iii:E E: ?'I,E€l , f J "? < t E' r #�>ii�#�te>i> ll1 % 3 EE I ,,EOM`: ,"i,TL IF'if'Ols' h n,, ''..tiE'p C<.L<i1i , Tl.�•., :1 ,', wtAeti._ IeTw,t;:I,,,, _o ,J ?iiLi:l.r? E €fn§ n x�l. ,�.1� I; .r_-,i<.? � .I" 111 .:!> £?, ail 1"f ::'.11 .,. 9F-. 1 i--'-----_:-'---.-__,_,,,,---_,.-,,._.._.__................._.,,..,.--_.--_._._.-.--._ _,_,...._._. ! � . I ' HERBACEOUS PLANTS -Seeding recommendations for primary stabilization Table 69 I.b Successful devefoptnenf depends an planting dare (effectiveness goal, B ma. - 3 yrs. without an ongotng maintenance program} , NON-NATIVE SPECIES O timai FianEn Dates 1 Broadcast . Sewing Fertil"tonl Botan€cal Name i thative 1 p,,tm . limestone Coosa SunIS side RiCaria Invasive Installation/ Mainlennnme Cummon Name Cultivar lroduced IWom Ihslacre Mountains Pied,r�.t Plains b3erant Wedands Buffers- es or o Considerations Other inYurmation, commonta Se icoa Lespedaza Lespedeza curreafa t 151bs By sail test 9i1 - 0 811 •51l 1011 -4!t Sun NR NR I Yes Responds wall to controlled Severe Throat LDumorrf T _ _ -_ __ `i __ burns _._ __-- Invasive species - - - -_---- -- --- m _ --- -- 1 - - _.1 ----•- . .. NR e- --------- -- -- -- _V __- --- -- -- - - _____ _,- ___ ----._---- ---- ---.-- _---__ .-._------- -- -- I 151bs 6 soil test _X1,_5 l39 NR - Sun NR i R Yes Hi h carhpetiNe, -T Prefers neutral so Is Cnawn Vetch - _ Secu ' erasri vaa _.--. -- -.- Coron-tavaiaJ_ _----- " - ------.. - ss norecom--d--------- an acceptable aftamaliva --- � .,_--- _- - �- _ .I __ ,- is not available. -� - - - --------- - `-W -- -- - - _ -.-------I---- Cent de Grass -. __-.-_ _ Eramochlna o iuroi - _..__,--__._..__�.._-- I - _ 5 ibs .- -- 10lbs. fcr road Bisoii test - shoulders NR - Eastarla - and 411 - 51i __ Sun NR _hR., _ _. No - 5 nificant maintenance _- may bar wired to obtain Does not tolerate huh traf!c. _ ___ Acceptable fur saddle_, _ - _____ 911,4115 ------- -- - -- - - desired cover --- - - ----- - - -- __._ -�__- ___- _------ --- -__-_- ----- - - -__ _ KY 31 Tall Fescue Schedonorus phoo :s B sol test 8115511 9130 - SI15 Sun / NR NR Yes if tAlized, it [s imperative Acme table for saddle Fastuce arwrdinaceai - - ----_1--- NR -- - =- --- mod, Shade -- - __ - . - i- - that maintenance includes -- - - - -- - - _._.__--------- - _-_ ------ ----- _ acantalnnen[ Ian ---- - .------- KY Blue Grass -- Ape rafansfs ------- I ______ 151bs -_ _ .___ B soil test --- --.--- 8,r15511 - - --- ----- NR - 3 NR _-- Yes ---•-------_- t i s 1m erative !f u d zed, d p -_� .-------------------- r tral soils hl Peters nsu h : NR Sun -iy . _ __ - -- - --- ------ ------ --------. - -" ---- --- - _I - i -_� that maintenance indudes - a containment Ian com�etibve, not recommended_-_ -- unless an acceptable alternative -. r -_..__ -- --- -- - - - - - W. - - --- -- - v altah a_e. is rot .-1- - ... _ -._ ... _ Acce table for suddtn - _-.____._ ______ _.____ _ - -- - ...- _.._ -. _.- _-T .--=- --- - - - -. - - -- - - --- Hard Fescue Festvma brev r!a I 1516s BY sail lest 8/1 - Blt NR \R__ Shade __ NR NR 4 No Not recommended for _-- slopes reaterthan " Low Emwi I , bunch grass - Festumalo ifdla _ _ _ _ _ _ M1', /30 __ 41i5513B _ _ Sun _ NR- _ NR _ - Yes ___ _ If uGfzed, d is im eraGve - - -- - _ .-__ - - Extreme a resslve, not Bermuda Grass- C rrodpn des n ! 25 tbs B soil lost NR -:__- .--- --- ._ _ f 1i that maintenance includes __ recommended and should be _ �...---___ ----._ _.- - - ___ - -------- __ _.- ---._- _ _ a conla_nmen�p on - - . - avoided unless an arc table. _ - _--- --.-_ - --- alternative is not available. - -- --- . _.----- - _ -- - --- -- ---... __- -_.-_ ___._.._ -_-------- - - M ae sodded ar sEiWed �_-__ _ _ -_ -- _ - ----- - - -- ---------------...._._-- __I ----------.----. ____ _-- -------- ---------I - I - f . I . I I I - LLLL I I I . I . '. I . I I . I. i , . . . . . . I ' i . . . i I I PERMANENT SEEDING . . RAFTIN(I AND DESIGN 0 ': '. : SERVICES, INC .. . . . SEE SEEDING SCHEDULE FOR SEED TYPE AND RATE. ! ` I; I . . PROVIDE PERMANENT SEEDING TO ALL DENUDED AREAS THAT WILL NOT BE COVERED BY PAVING, BUILDINGS, OR OTHER LANDSCAPING. AREA�S I 346 WOOLARD ROAD . RECEIVING PERMANENT VEGETATION MUST BE STABILIZED WITHIN THE FOLLOWING TIMEFRAMES AFTER FINAL GRADE IS REACHED, UNLESS Sanford, North Carolina 27330 . TEMPORARY STABILIZATION 15 APPLIED. (919) 499 8759 j]Il01le PERMANENT DITCHES > IMMEDIATELY (ROCK LINED) draftinganddesign@ymai .corn SLOPES 4:1 OR STEEPER --> 7 DAYS � I ALL OTHER AREAS --> 14 DAYS . . i. COMPLETE GRADING BEFORE PREPARING SEEDBEDS. IF SOILS BECOME COMPACTED DURING GRADING, LOOSEN THEM TO.A DEPTH OF 6-8 . INCHES. ; `. SEEDBED REQUIREMENTS: a�Nvs cat THE SOIL SHOULD MEET THE FOLLOWING MINIMUM CRITERIA FOR VEGETATION ESTABLISHMENT: � , oR9r,� . • ENOUGH FINE-GRAINED (SILT AND CLAY) MATERIAL TO MAINTAIN ADEQUATE MOISTURE AND NUTRIENT SUPPLY (AVAILABLE WATER ' I- . CAPACITY OF AT LEAST 0.05 INCHES OF WATER TO 1 INCH OF SOIL "� - 1 - - • SUFFICIENT PORE SPACE TO PERMIT ROOT PENETRATION. i 3 I . • SUFFICIENT DEPTH OF SOIL TO PROVIDE AN ADEQUATE ROOT ZONE. THE DEPTH OF ROCK OR IMPERMEABLE LAYERS SUCH AS . HARDPANS SHOULD BE 12 INCHES OR MORE, EXCEPT ON SLOPES STEEPER THAN 2:1 WHERE THE ADDITION OF SOIL IS NOT FEASIBLE. COS YnnnTnd3 • A FAVORABLE PH RANGE FOR PLANT GROWTH, USUALLY 6.0-6.5. , • NO LARGE ROOTS, BRANCHES, STONES, LARGE CLODS OF EARTH, AND TRASH. CLODS AND STONES MAY BE LEFT ON SLOPES . STEEPER THAN 3:1 IF THEY ARE TO BE HYDROSEEDED. i .. i IF THE ABOVE CRITERIA CANNOT BE MET, SPECIAL SOIL CONDITIONERS OR TOPSOIL MAY BE APPLIED. I PATT)ERSON EXPLORATION . ' I SERVICES SEEDBED PREPARATION: i P.O. SOX 3008 LIME: APPLY LIME ACCORDING TO SOIL TEST RECOMMFNDATIONS, IF THE SOIL PH IS NOT KNOWN, FOLLOW RATES ON THE SEEDING SPEC I SANFORD, NC 27331-3008 TABLE. i ! I . . . I FERTILIZER: FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. WHERE SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES ON THE . SEEDING SPEC TABLE. t SURFACE ROUGHENING: IF AREAS TO BE SEEDED BECOME HARDENED, SEALED, OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY I . Q DISKING, RAKING, HARROWING OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR I BEFORE SEEDING. . .nrra J PLANT SELECTION: : SELECT THE APPROPRIATE SPECIES BASED ON THE PLANTING SEASON, SOIL TYPE, SLOPES, AND LAND USES.. SEE SEEDING SPEC TABLES 1 it IN PLANS FOR RECOMMENDED PERMANENT SEEDING MIXTURE. >, . i . :. . . SEEDING: .I. c 0 . USE CERTIFIED SEED (INSPECTED BY THE NORTH CAROLINA CROP IMPROVEMENT ASSOCIATION). i I T = . I APPLY SEED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED. USE SEEDING I < . �. . . . RATES GIVEN IN TABLES. V ) BE PLANTED NO MORE THAN ONE INCH DEEP AND GRASSES At I ID, ' O W WHEN USING A DRILL OR CULTIPACKER SEEDER, SMALL GRAINS SHOULD LEGUMES ON MORE THAN % INCH. (3 r Z O WHEN BROADCAST SEEDING, SUBDIVIDE AREA INTO WORKABLE SECTIONS AND DETERMINE THE AMOUNT OF SEED NEEDED FOR EACH I CV � z . SECTION. APPLY ONE-HALF THE SEED WHILE MOVING BACK AND FORTH ACIROSS THE AREA AND APPLY THE REMAINING SEED IN THE SAME : �+ . MANNER BUT AT RIGHT ANGLES TO THE FIRST PASS. COVER SEED BY FAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRM WITH A Im � _J ROLLER OR CULTIPACKER. a I >. o I MULCH AREAS IMMEDIATELY AFTER SFEDING IN ACCORDANCE WITH RATES GIVEN IN TABLES. ANCHOR MULCH WITH NETTING OR LIQUII).: �e 04 M Cr_ . . . ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD 10 GAL/ 1000 SQ FT). ° i. ( }.. I � . t I=, HYDROSEEDING: I, I W O SURFACE ROUGHENING 15 REQUIRED. FINE SEEDBED PREPARATION IS NOT NECESSARY. f I � 0 U . _ } -e. i.. RATE OF WOOD FIBER APPLICATION SHOULD BE AT LEAST 4,000-6,000 LBIACRE.-. � . �. ;. RECOftIMENDED RATE WHEN A�JDING HYDROSEEDER 0 . APPLY LEGUME INOCULANTS AT FOUR TIMES THE INOCULANT TO SLURRY. i....... .1. ; APPLY LIME IN R OR :.. DRY FORM. 1. . a a . . r : .. . . . O :: APPLICATION . Z 0 . . STEP 1 -113 MULCH RATE, ALL SEEDING AND ALL INOCULANT SPREAD IN ONE DIRECTION ., . r, .. V W . t STEP 2 - 213 MULCH RATE APPLIED IN OPPOSING DIRECTION . 1 1 . . i . MAINTENANCE: ¢ I i W Z _ I_ i _. E AND QUANTITIES OF LIME AND FERTILIZER. III IF STAND IS INADEQUATE, RE-EVALUATE PLANT CHOICE Q T, . ER. REESTABLISH THE STAND AFTER .- l = SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT I .' . APPROPRIATE FOR PERMANENT SEEDING I: I . V $_ .F 1 I . a .. r- - 1. . i 4 .� m C ,. C ;` REVISIONS ; i a � I . i . . .. I . . c C . . I -- ---- --- ----- _ ___ -- - - .. .. . - -.. t c - 3 .; l I - ... ......... -------------- - -. ...--_... .____ .--....._ ..-.. ....--.. T z ---- __. -_.--- --- . -- 1 c a ;. C - .... r T t . . I .......... . .........._-......_................_......... s a. . i. s -.. ,: - f - � -. I .. ....-.... .. --- .-.'-... ....... ....... .... . i C d }} 1 4 .. ...... C r 1 t 9 I r. . u - c , .. . _ - :..- :.-. ,. AGENCY REVIEW ONLY . = z NOT FOR CONSTRUCTION t I S t . , Scale Drawn by: .. I .. a .'. .::,, .: . .. DRAFTING AND DESIGN S . NTS: -SERVICES, INC.: z C . . . Sheet: Designed by: . I DRAFTING AND DESIGN c . . SERVICES, INC. c I a Reviewed by: C8 Of PATTERSON EXPLORATION . SERVICES ;.: Project Number: Date: DDS JOB #: 2015-30 . I '; . 1 PXS JOB #: 010115 JAN 2016 u. . ,I 6.64.8 EARTH BERM DIMENSIONED AND NOTED ON PLANS W/ STONE LINING Construction 1. Clear, grub, and strip the area under the embankment of all vegetation slid Specifications root mat. Remove nil surface soil containing high amounts of organic matter p and stockpile or dispose of it properly. Haul all objectionable material to the designated disposal area. Place temporary sediment control measures below basin as needed 2. Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed 9 inches, and machine compact it. Overfill the ennbarkmuot 6 inches to allow for settlement. 3. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a low support under the skimmer of stone or timber. 4. Place the barrel (typically 4-inch Schedule 40 PVC pipe) on afimi, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as backfill around the pipe. Place the fill material a around the pipe spillway in4-inch layers and compact it under and sour d the pipe to at least the some density as the adjacent embankment. Care must be taken riot to raise the pipe from the fimr contact with its foundation when compacting under the pipe haunches. Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it with construction equipment. In no case should the pipe conduit be installed by cutting a trench through the dam after the embankment is complete. 5. Assemble the skimmer following the manufacturers instructions, or Pb designed. 6. Lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the bagel pipe. Attach the flexible joint to the barrel pipe and position the skimmer over the excavated pit or support. Be sure to attach a rope to the skimmer and anchor it to the side of the basin. This will be used to pull the skimmer to the side for maintenance. 7. Earthen spillways —Install the spillway in undisturbed soil to the greatest extent possible. The achievement of planned elevations, grade, design width, and entrance and exit channel slopes are critical to the successful operatlun of the spillway. The spillway should be lined with laminated plastic ur impermeable geotextile fabric. The fabric must be wide and long enough un cover the bottom and sides and extend onto the top of the dam for andmrom in a trench. The edges may he secured with &inch staples or pins. The fabric must be long enough to extend down the slope and exit unto stable gruund- The width of the fabric must be one piece, not joined or spliced: otherwise water can get under the fabric. If the length orthe fabric is h eodlicient for the entire length of the spillway, multiple sections, spanning the complete width, may he used. The upper metion(s) should overlap the lower section(s) so that water cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench with staples or pins. (Adapted from "A Manual for Designing, Installing and Maintaining Skimmer Sediment Basins" February, 1999. F W. Fancloth & Son.). 8. Inlets —Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert sediment - laden water to the upper end of the pool area to improve basin trap efficiency (References: RunuffControl Measures and Outlet Protection). I4,. blob Practice Standards and Spee frcafions 9. Erosion control —Construct the structure so that the disturbed area is minimized. Divert surface water away tram brae areas. Complete the embankment before the area is cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction (References: Surloce Sodidizalian). 10. himall porous baffles as specified in Practice 6,65. Porous Baffles. 11. Afterall the sediment -producing areas have been permanently stabilized, remove the structure and all the unstable sediment. Smooth the area to blend with the adjoining areas and stabilize properly (References! Surface Slabillcarion). Maintenance Inspect skimmer sediment basins at (east weekly and after each significant (one-half inch or greater) rainfall event and repair immediately, Remove sediment and restore the basin to its original dimensions when sediment accumulates to one-half the height of the first baffle. Pull the skimmer to one side so that the sediment undemeath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer. Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them. If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge Ore d bris aid restore flow. If this does not work, pull the skimmer over to the side of the basin aid remove the debris. Also check the orifice inside the skimmer to see if it is clogged; if so remove the debris. If the skimmer am, or barrel pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake nr by flushing with water. He sure and replace the orifice before repositioning thu skimmer. Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway. Check the embankment, spillways, and outlet for erosion damage, and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash and other debris from the skimmer and pool areas. Freezing weather can result in ice forming in the basin. Some special precautions should be taken in die winter to prevent the skimmer from plugging with ice. SKIMMER BASIN CONSTRUCTION AND MAINTAINCE PROCEDURES NTS PERSPECTIVE VIEW SEDIMENT PIT BOTTOM OF BAFFLE IN 6" X 6" TRENCH AND FILLED WITH SOIL AND COMPACTED 6.6C9 txhead p , bW[ wi/&Jve M ,here, V1111 b: -EC;I g. ce 5. t n :Ierq \ IF � NI� t ,al Wee 's.tuoaad- SLOTTED FANGE FO Be TO 60" DIA PIP€. SLOTTED FLANGE DETAILS _ _x_._ys Octto nY -Lk m pq= ge!veeiic ",,t sF.e6 r 0 ! f 8" f 57S 'F to 934 .... 2' e ..'B � cc t+'s 9 ... � 2 e + • ,�.(, > 19' 2'h 6 4 6 H ee z.4n +.1 a :'/i e % tE" Z'4 6 a ?'fie ce ,Aa 1 1'/zx./z.. fe 24' 2YR '.is 4- E.�....,.., y 1 ¢I P ' 1 C? ! L L t/M1 3U" 2Yi _ 12 0 8 Y. re '/re _ ..... 2 I _.......... -. ......... ......_ __.L__. ......._ A 4 / 6'c4 M,qk J CH COIR FIBER BAFFLE 7 AoFFN OG WIRE USING WIRE T TOP OF BAFFLE SHOULD BE 6" HIGHER THAN THE BOTTOM OF `hy THE SPILLWAY HOG WIRE ATTACHED TO POSTS WITH LENGTHS OF WIRE NOTES: 1. NO SILT FENCE ALLOWED. POROUS COIR FIBER BAFFLE REQUIRED. 2. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND BAFFLE INSTALLATION 3. WOOD POSTS ARE NOT ACCEPTABLE 4. BAFFLES SPACED A MAXIMUM OF 8' IN FRONT TWO-THIRDS OF SEDIMENT TRAP (CLOSEST TO RIP -RAP WEIR). TEMPORARY SKIMMER BASIN BAFFLES NTS slots �a Finch � .rt 4'?" 2Ya -"2 .: 7u" ao non,. 48- 2Yi z Y: zs a s 3u < .t ANTI—`; COLLAR FOR c' iYz 2109Is, c< 'insets View a r T:fb,t��e"lr�t, r 91a4-Se ANTI -SEEP COLLAR NTS TONE O MATCH ila'S<rt CHAN EL WIDTH OF BA IN TEMPORARY SKIMMER BASIN NTS 3:1 MAX SLOPES EL= 3:1 MAX SLOPES PRINCIPAL SPILLWAY EL= 438 SLOTTED FLANGE COUPLER AND METAL ANTI -SEEP COLLAR DETAILS .............................................. .................. JS DEPARTMENT mE AGRICULTURE NATURAL RESOURCES CGNSERVAT!ON SEFYYG£ _ s: DIMENSIONED NOTED ON PL) W/ FABRIC LIN '?it fnEY` 6" SKIMMER (- ORIFICE 0= PVC END CAP F POND EL - RISER = 30" 6" SKIMMER (TYP) ORIFICE 0= 4.7" POND EL= IVY' VICVV PVC ELBOW 'VC END CAP END VIEW TRASH RACK EL= / -z 3:1 MAX SLOPE (TYP) ,__.. SOLID EARTHEN DAM - ANTI -SEEP COLLAR ._.._..: I ..... COMPACTED CLAY SOIL AROUND .- BARREL AND COLLAR 'BARREL =24"CMP@ 1.0% MIN 95% COMPACTION ..\ NV OUT= 461.0 PLUNGE POOL SEE DETAIL r`— KEYTRENCH O' BELOW EX. GROUND, 5' WIDE AT BOTTOM) SKIMMER BASIN #1 NTS RISER = 52" NTS "C"ENCLOSURE WATER ENTRY UNIT PVC VENT PIPE SCHEDULE 40 PVC PIPE (SEE PLAN FOR DIA.) LEVEL PORTION CONTROL SECTION APPROACH CHANNEL r FLOW -y I BERM EMBANKMENT EMBANKMENT NOTE: NEITHER THE LOCH -ION NOR ALIGNMENT OF THE CONTROL SECTION HAS TO COINCIDE PLAN WITH THE CENTERL NE OF THE DAM. WATER SURFACE BERM ORIFICE PLATE I" CONTROL SECTION (SEE PLAN FOR DIA.) FREEBOARD (1' MIN) EXIT SECTOR SEE PLANS FOR LINER LENGTH PVC TEE SPILLWAY INVERT ELEV - - - N,IN EXTEND LINER 1' BELOW —I 20' (— BOTTOM ELEV. LEVEL OR S GREATER 100' -� APPROACH PROFILEALONG CENTERLINE CHANNEL 4 RIP RAP LINED 1 ' FRONT VIEW r - CROSS SECTION AT CONTROL SECTION SKIMMER DEWATERING DEVICE TYPICAL EXCAVATED EARTH SPILLWAY NTS NTS of SCHEDULE 40 PVC PIPE LED IN SIDE (SEE PLAN FOR DIA.) FLEXIBLE HOSE RAFTING \�j)DESIGN I'IZ\lCl:,tiC. 346 WOOLARD ROAD Sanford, North Carolina 27330 (919) 499-8759 phone draftinganddesign@ymail.com r, G,DPIIvsI cAr GPb Ekpt i CANT nACTOfl PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, NC 27331-3008 Z J 0M `} li I 0 L_ r 0 r Z V) CV "ItT w Q Z J W �0 LLJ = 0 Z CC 2Q V N 0 C� a U) Z v a0LLI � LLI Y Z W � y V II� Q /W ee• REVISIONS AGENCY REVIEW ONLY NOT FOR CONSTRUCTION Scale: Drawn by: NTS DRAFTING AND DESIGN SERVICES, INC. Sheet: Designed by: DRAFTING AND DESIGN SERVICES, INC. Reviewed by: (] C 9 Of �` V PATTERSON EXPLORATION SERVICES Project Number: Date: DDS JOB #: PXS JOB #: 2015-30 010115 JAN 2016 �,onatriSrt-tO'i CI�c.J.>.. v ,peciftcations tfi itre .. .. ti01U, ! b�..cS_L-X it E .. . Ysi't t, #lam ;:'•1lYY '. to pmm! E "no Il + titikb a at i t 1 a . Maintenance , ._,J, I _ . -..t. .>,. .. M .. .... . ... j _.. .. . .... ,s. PARABOLIC -SHAPED WATERWAY WITH STONE CENTER (SHAPED BY BULLDOZER) V-SHAPED WATERWAY WITH STONE CENTER DRAIN (SHAPED BY MOTOR GRADER) RIP RAP LINED TEMPORARY/PERMANENT DIVERSION DITCH NTS TYPICAL RIP RAP CAARAEL I Jz�� Figure , e Channel Installation and Slope Installation; Washington State Ecology Department Longlitudinall anchor trench Strike cat3'-5' nterva€s " a >� Initial channel anchor trench TRAPEZOIDAL Terminal slope and channel anchor trench '..f NOTE: 1. Cheek spits to be constructed per manufacturer$ speci ticatiitis p. Staking or stapling layout per monuf store s sfe.cif?cataons. Sloe qurface shall be srr=cith before if there is il erm at the top of Placement for proper sail contact, slope, anchor :dope of the beats. Siapbng potterw as Rin tor is 6"x6`" min. Trench per manufacturers recommendations. stretchtight-allow Do not blonketslntatt€ the rolls to conform to any irregularities. For slopes less than 3KIV, roils may be placed in horizontal .straps. s ,a a staple at 12�intervals, le s Min, 6" overlap, staple CBVe'" •S 77,.,�- max. 5 spc, '?i. Bring rmc -r_ri down to a level area, 3 �� r the r r Q" and staple at 12 turn ^s £-> L ri p I als. Lime, fertilize, and seed before. ion, Planting of shrubs, trees, etc, should occ aI ter installation, e.17d temporary Overtop 6' min. Overcut channel'I" to during seedbed pr Shiatg9ua-€ap spliced ends or begin new roll in an "intermittent check slot Prepare soil and apply seed be installing blankets m&5 sr 0 temporary channel li ,i: t;st; Construction f. R,,mov all frees, lirtlFh, sntitaps, &rid i7ii er CTljl'i€�onahle maetei ial f orn the kmnilEuirin area, and disl?o�e of properly PecificatiofiS 2, Excai sae the c a silo i, end shape, it to neat lanes and ditoeasions shown on the plans plus a 012-fool ostrcut aw(mand the channel porimetc`r it) allow 'for bullrings; during, `'eedbed prep,aratioms in x surd huildop, 3. Remove and properlti dispose of all e<cc s soil ko that surf tee wader may cml the Channel truly. 4. "1 lies prod dr ra: used to csi ahfish gs ass in the channel will depend upon the r the condfltrm and selection cif specie' , Protect th-li channel with `niticir n liner'Fuld(cientl':owfth,titandanticipated velocities during the c i, Maintenance i�uri,=,�= ;itperrcai,cbhek�t�ss_line<ldhatateisaicitceryrainkail. ilia€ ;E, aciitddJrcaliy cI cot ri . iladFaitel; elac�ic it aY;er etcery heaves ,y makc repairs, It isparticularly iinportant to check ii ei<ld crossin is for hank sitabiity and eit,,idence ofp ping r.t eoL.i tac>. s Ra� ail ailitnircanf ss disa:cri a"!omttEs3 ions to In arntain the des! Tn.d s" rrr? w inlicily. Deep tie g raS� in a. health),, val otalis condition a.. ii ra: - Tinnsry e=roz ion protection for the channel i1'=<zcttc� €i i l GRASS LINED TEMPORARY/PERMANENT _DIVERSION DITCH NTS uepartment at Typical installation with erosion control blankets or turf reinforcement mats tY' � �"aLfi? atil Orr,, or trench Longitudinal anchor trench NOTES: e , a 2 t t require. temporary blankets, r similar liners to rater. t. € velocitiesemceed t see a, €i r c 1 ?that, mats o s !n Designb a p p seed and soil until vegetation becomes established. 2. Grass -lined channels with desirpo velocities exceeding 6 ft/sec should include turf reinforcement mats TEMPORARY LINING FOR TEMPORARY/PERMANENT DIVERSION DITCH NTS — - PERMANENT DIVERSION BERM NTS TEMPORARY/PERMANENT DIVERSION DITCH NTS ;.-Onstruc l0n . r�tRroa rear€ -................._ „i . roe r c ii sv fit c+ RECP s vvdll pr-bahli, Specifications , r ...,�,. c:,ttrre. Eaen if properly l 'd afro€a will probahly rat : n SdMecrwtl is ,lso imperative. the! ilia ,,-c>€€r,dl is smooth mid loose, I(Viil,: here preparation, I se°l Queues, rtlts,. mid Spread€ L`na Reroov e jai 1 iris, ro . aiatl cli7ds; as _. ia,U-uctm itElin tile ,;oil surface �u lace4 and the RECR) tetuainal anchor ti i,.�esarei repo l # Rr ? nlifict ti s€ most be eiiil s Fell trenches -should i d 6 Inches §€bile iziiarm€tico ? , pia` d, d 6 inches, T� = butalilation roar the Rt CP o t over the top tat`die si ' akanrr the brute_ , ;., di•.:. RECP (low" (or along) a pu d€e sl)i7 and the RECR. Overlap adtace . N' t the RECp to the grLourrd using staple's or tot, ix uent, Less frequent staphrigipitntilt is l., rV .. .. ..,i,k,cz. ..dt ` rubsd epacid6 Rt 11& Pill Of i �'t' iiii�rl ir„€ia.=3� . ,2 di i �t attt€rY'lalti aeloggi the atee 'File tic l art: ai at ut iirch with the roll can the dottmstreant ssdid of floe bench, aappulg over, aloe .:era?. if a`ir ., ,� S4 i,`ica "lt27 the:aa ad;�>£- ='Is Fri ud� iJpping ilWn Of * Pit-, at Id ii , ie Then rim the RE P 0,} 1, ».: „ ;,:liar Of 0 trench. backfall, card „=la -p of the rnterrrnt€ent, until red the Lipper tennnnal nench, Al the i, , ski tninal tier., the i2:f. C'P to conform to the trench, secure oir.. Ez... ! z eonaliaaet and chaff bring the trial back: os�er tea :e o s€n�, trial (2 its a feet r'irulap in the dor mstre a.m, foot srtterii ids iacroa s the RECp. When 4t:!€&Fr84, iasa�iP,. t < ,i .ii::'• ,,;-tilt tit a trench rtr shula-1 is -lap ends of rolls a miter€7twn i�! ; e,, ilh i = t' ECP on top to tifevent upilifiing, Place the outside o;< l . ` the RF('I'(sl in lose-it€adina l ti'cn Ye - pin, backfill. and Anchoring 13ev des -_-I I gauge, zit least 6 inches laid.?0 iEiCb v6dth Staple$ of I:" inch nrinnuum leirgith wooden stakes are recort d itir anclrurar y Ilia RFCP in the L r(ttind Dp -,eaLaples or pins N ihar hie t lof the,.•di.Ie , t Bash wall theground i'rrchor cart` ?. 3 its:- ,., Lane➢iutllll%i t72ti ' ,pa aurast be Mid t@?iifeir'r%Y al,n rt.L S`Titixr£'.l .Pi1,i" - it �T°>i31Ci .x�oi...r. S�$i's%i RoH -,�onon, 2, spliced by overlapping a _ t (m Ills } ,r!-on of ;P runt p�rac.y �. r of it -se du;VltStrean'tt a forty Sp should he Spacinggacross the RI:, mid6ple width ;" ,:'> . < ;tied in the Factory, all f rxtzT> r:6v,id,overapsshould be al dO 1 L �R SECTION FILTER LAYER -FILTER FABRIC OR 6" #5 WASHED STONE TYPE A - PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL _CBOTTOM WIDTH (BW) L D a. . d 7- vx� A xV J. SECTION { FILTER LAYER -FILTER FABRIC OR 6" #5 WASHED STONE TYPE B - PIPE OUTLET TO DEFINED DITCH/CHANNEL ROCK OUTLET PROTECTION NTS Z?G RAFTINAND DESIGN O SERVICES, INC. 346 WOOLARD ROAD Sanford, North Carolina 27330 (919)499-8759 phone draftinganddesign@ymail.com GEOPHYSICAL a FxA �GP <09 I OONTRACTOq PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, NC 27331-3008 Q Z .J O cc 44 CC _ F— O J r Z w V/ F W Z J O 3. W o W =U Z CC 0 O U =a N x O /R Z v M UJ Z W cc U a W m REVISIONS AGENCY REVIEW ONLY NOT FOR CONSTRUCTION Scale: Drawn by: NTS DRAFTING AND DESIGN SERVICES, INC. Sheet: Designed by: DRAFTING AND DESIGN SERVICES, INC. Reviewed by: C i 1 U �` Of V PATTERSON EXPLORATION SERVICES Project Number: Date: DDS JOB #: 2015-30 PXS JOB #: 010115 JAN 2016 10' MAX SPACING F-10" MAX SPACING — TYPICAL FENCE SPACING CORNER BRACING —4.5' MIN HEIGHT ABOVEGROUND STAPLE WIRE TWIST 1" MIN FENCE STAPLE WARNING SIGN WIRE CLIPS ° STAPLE WIRE ° 1" MIN FENCE STAPLE ° VMAX WIRE SPACING ° \� u UMETAL "T" POST ... . ,. _.__ _.. a , a ..-... - - , . - _..... _ . _ ................... .e .......m .- e'a.. - ....._._ _.._.. 4.5' MIN HEIGHT ABOVE GROUND e ..-,,,,..-_ ._..—__.._".. n .. e . e e ..::a.; ° o a ° ° 1.5' MIN DEPTH 1MIN DEPTH .5' ° ° BELOW GROUND STAPLE WIRE TWIST BELOW GROUND ° 1" MIN FENCE STAPLE ELEVATION VIEW DISCHARGE LINE FROM PUMP ---------- ------ ----------- STONE BEL SEDIMENT FILTER BAG NTS SEDIMENT FILTER BAG (BAG SIZE BASED ON MANUFACTURER'S RECOMMENDATIONS) LAY ON 6-12" THICK BED OF 2"-3" DIA. STONE \glq� \�Y TIE TO EXISTING GRADE \ i Py' / i i i i 5'-10" MAX SPACING CORNER BRACING CORNER BRACE 6' x 4" MIN TREATED POST CORNER POST �15.5 GA BARBED WIRE x 4" MIN TREATED POST �15.5 GA BARBED WIRE METAL "T" POST r 6' x 4" MIN TREATED POST —NAIL BRACE TO POST USE 30 PENNY NAIL MIN (4) —NOTCH POST 1" MIN FOR CORNER BRACE .5 GA BARBED/ 12.5 GA HIGH TENSILE WIRE TWIST x 1" x 1" WOOD STICK INSTALLATION: POST TO BE DRIVEN OR BORED AND TAMPED ti NOTE: USE ONE SECTION OF CORNER BRACING AT GATES AND FENCE ENDS (ISTING GROUND (TYP) 4 STRAND BARBED WIRE FENCE NTS INSTALLATION 1. REMOVE ALL TREES,BRUSH 4 BERM 4 PUBLIC RIGHT OF WAY 100'-0" MINIMUM LENGTH MIN. STONE DEPTH EXISTING GRADE SEE NOTE B. FILTER FABRIC NOTES: A) MINIMUM WIDTH OF CONSTRUCTION ENTRANCE PAD SHALL BE 20 FT B) STONE SHALL BE 2-3" WASHED STONE, 12" THICK. C) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOW- ING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. D) INSTALL PADS WHERE SHOWN ON PLANS OR OTHERWISE DIRECTED BY ENGINEER. CONSTRUCTION ENTRANCE PAD NTS EXISTING GROUND EXIST( NG [`oOUNO NOTE 1. SEE PLAN SHEET C-2 FOR WIDTH HEIGHT DETERMINED BY SIDE SLOPES. 2. WIDTH INDICATED ON PLAN IS BOTTOM WIDTH. 3. SEED PER TEMPORARY/PERMANENT SEEDING SCHEDULE ON SHEET C-7. 4. NATURAL VOLUNTEER VEGETATION SHALL REMAIN. 5. BERM ENDS SHALL BE 4:1 SLOPES LIKE SIDE SLOPES. VEGETATIVE BERM (TYP) vTS VARIES BASED ON DITCH DEPTH .7 Al CL DITCH 4.0' 15.0' HILT TYPICAL CORNER/BEND CLASS "B" RIP RAP 12" NCDOT #5 or #57 WASHED STONE FILTER FABRIC T� CORNER BRACE 6' x 4" MIN TREATED POST -CORNER POST 1.0 2 S(O 24" MAX „pF ATCENTER SECTION A -A A� = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION CHECK DAM NTS TEMPORARY INTERNAL SITE ROAD NTS 15.0' SLOPE 2% SLOPE 2% SHOULDER SLOPE 2% . - - - • + e - - - _ - < < •. 12" MIN ABC 12" MIN ABC F PERMANENT SITE ACCESS ROAD TYPICAL SECTION NTS 1 1 TOP OF SILT F MUST BE AT LI ABOVE THE T( THE WASHED STEEL FENCE POST WIRE FENCE HARDWARE CLOTH FILTER OF 1" DIAMETER WASHED STONE MIN. 10 GA. LINE WIRES NOTE. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW -END OF SILT FENCE NEEDS TO BE TURNED UPHILL. 4.0' SHOULDER SLOPE 2% 4' MIN. t-HUINI VItyV STEEL FENCE POST ► SET MAX 2' APART MIN. 18" INTO SOLID GROUND 3FILTER FABRIC ON GROUND SECTION VIEW BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH u SILT FENCE OUTLET NITS F MAX. FRONT VIEW STEEL POST WOVEN WIRE FABRIC SILT FENCE GEOTEXTILE FABRIC f = UPSLOPE � N � c 3 z 0 SECTION VIEW 1 SILT FENCE NTS VARIES BASED ON DITCH DEPTH 47 C DITCLH BACKFILL TRENCH OVER SILT FENCE / / / TIE TO EXISTING GRADE � q.7 SILT FENCE BUFY WIRE FENCE, FILTER FABRIC, ANC HARDWARE CLCTH IN TRENCH MIN. 12-1/2 GA. INTERMEDIATE WIRES RARE FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE. FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN, (LIFTING f1ND DESIGN O SERVICES, INC. 346 WOOLARD ROAD Sanford, North Carolina 27330 (919) 499-8759 phone draftinganddesign@ymail.com GP EkaR ui &42 d I X& ) p1W AACr,, PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, INC 27331-3008 a Z J 0 cc U Ix `_ r cr o J r Z ~ F_ W Q Z 0 O CE W �o W = U Z C V cn O V V! z U � � W Z W crM Q MW W REVISIONS AGENCY REVIEW ONLY NOT FOR CONSTRUCTION Scale: Drawn by: NTS DRAFTING AND DESIGN SERVICES, INC. Sheet: Designed by: DRAFTING AND DESIGN SERVICES, INC. Reviewed by: C 1 1 Of 16 PATTERSON EXPLORATION SERVICES Project Number: Date: DDS JOB #: PXS JOB #: 2015-30 010115 JAN 2016 a c c 0 C C T d . ,I _ - - . ,i . . I. . . . t I: _.,A ' ,. i . SHEET . i//�J{ �.---g�� ' R:_ INr; suvicEs, ppu} t�E.iirrl n" 34b Sanford, (919) WOOLARD 499-8759 W)fdl ROAD Carolina phone 273ig PROJECT JOB NUMBER NAME gy k)1110,%. C1[ ?b f C? � A 73 ^ draftin anddesiQnc mail.corri CHECKED BY -__ -- _____1____ �- !! 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C' N \ V 1 SHEET 22 346 WOOLARD ROAD PROJECT NmE lip C•e�t.F >znanNr anonr»s!r,;a Sanford, North Ca�otina 21330 JOB NUMBER r1/S— LC7 rNC, (919) 449-3759 phone BY y`i -red draftinganddes gn@yrnaiLCorn CHECKED BY "'y 4 I �ILk -- _ 1IT� I 3 — I i �_� — j, � I -_. — -�-- — —Y-7 I — I 77 _ �_ i — —T_4 -� -F 7-fl- T _7 - — - I_ I , - - r - -1-1 _. I, E { SHEET-21 346 WOOLARD ROAD PAFr�TDIESTFNSanford, North Carolina 27330 PROJECT NAME JOB NUMBERoneRI919}.499 :8759 phone.. .. � , .: ' draftinganddesignC�ymail.cam By. .►n'�."a'"� _ CHECKED BY } l - t , f I III I I— 1 I , l I Ail- pr__.-� —I? I gg _ Y i � I - ___T__ , I I I _ ' v E i t€ ; � E T IfG4�fL' � -E 4.— 7.._-.I- v I € t i"- -� I I `i_ € I € I i I --^- ( I v 4— 7- i I I _ _ — i E r k € -- -- -- ----- ---- L _ _ i .. .. — r — — - ------ 9 { r 112, �h I E. IIIIIII 1 --r . r-1 -- --- — II I t _ _ jE ft ...._.p.. _., y., 3 ...._,..d_._._. EI € _. . _.-_��u , i i IZAF [�I\c, AiN llf'SIGN SE'I mu's, 1\L. 346 WOOLARD ROAD Sanford, North Carolina 27330 ' 91 9 499-8759 phone I I draftinganddesign@ymail.com I` I GEUPHYSECgt � X I poNr RACTOR PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, NC 27331-3008 I i I d :I V O T z j 04 cf) ~ z O iJ..W I VJ WDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor August 26, 2015 Rex Hester 367 Roscoe Rd. Bear Creek, NC 27207 Donald R, van der Vaart Secretary Subject: Buffer Determination NBRRO#I5-227 Chatham County Determination Type: Buffer Call Isolated or EIP Call ❑ Neuse (15A NCAC 2B .0233) ❑ ®Ephem8ralllntermittent Perennial Determination Tar -Pamlico (15A NCAC 2B .0259) ❑ Isolated Wetland Determination ❑ Jordan (15A NCAC 2B ,0267) Project Name: Hester Pro e Location/Directions: Property is located at 367 Roscoe rd Bear Creek, Chatham County, NC Subject Stream: Hester Property Determination Date: July 31, 2015 Staff: James Graham Feature T EfUP* ;— Start(it3� Stop(di� Soil USGS� Flag IT__ throughout throughout Survey To o� A —�_ I X —� $ P throughout throughout h — ---^ C �-, L throughout throughout X D I Approx. location ! throughout X X on maps,.—_ _ Approx. location 1 Confluence of 1 X on ma $ D F F X G l I Pond outfdll1, To Pond 2, X X Pond outtall2 throughout L If E X - ----- ---j-------------- --------i -. �— NeffiCarolina � &Jurally North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone'919) 791-4200 Internet; www ncwaterguality.cro Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788-7159 An Equal OppodunitytAff malive Action Employ®r- 50% Recycledll0°h Post Consur•�er paper 6 i . 4� � Y a 4 a `E. Heiler Property Wake County August 26, 2015 Page 2 of 2 l 11 Approx. location I throughout X X 1 on maps i J _ P hroughout throughout X X K 1 Apprax locattan Confluence of 1 X --- 1 — --- -- on maps B — — *E/I/P - Ephemeral; intetlnittent'Pereniiial Explanation; The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not .show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources (DWR). This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWR or Delegated Local Authority may request a determination by the Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the Director shall be referred to the Director in writing. If sending via US Postal Service c/o Karen Higgins DWR-401 & Buffer Permitting Unit 161 7Mail Service Center Raleigh, NC 27699-1617. If sending via delivery service (UPS, FedBx, etc.) Karen Higgins DWR — 401 & Buffer Permitting Unit 512 rV Salisbury Street Raleigh, ,VC 2760. This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60) days. The owner/future owners should notify the Division of Water Resources (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-554-4884. If you have questions regarding this determination, please feel free to contact James Graham at (919) 791.4236, Respectfulty' %7 k Danny Smith, IS Water Quality Regional Operation Section Raleigh Regional Office cc: RRO/SWP File Copy Michael Blakley Drafting and Design Services, Inc. 346 Woolard Rd. Sanford, NC27330 m L co rm N RAFTING AND DESIGN SERVICES, INC. 346 WOOLARD ROAD Sanford, North Carolina 27330 (919) 499-8759 phone draftinganddesign@ymaiLcom GEOPHYSICA( 0 I PATTERSON EXPLORATION SERVICES P.O. BOX 3008 SANFORD, NC 27331-3008 Q Z J U Q ~ CC O z 0 ? O Cl)04 Z %' Z I— z W �oLU W =U v < 0 � V/ LL V L Q Z 0 ® aV Z W � pyr U I.V LU MQ W REVISIONS AGENCY REVIEW ONLY NOT FOR CONSTRUCTION Scale: Drawn by: NTS DRAFTING AND DESIGN SERVICES, INC. Sheet: Designed by: DRAFTING AND DESIGN SERVICES, INC. Reviewed by: �` C V i �` Of 1 V PATTERSON EXPLORATION SERVICES Project Number: Date: DDS JOB #: 2015-30 PXS JOB #: 010115 JAN 2016 k,