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Home My WebLink AboutSW3170304 (6)H LU LU 2 U LU O U 0 U 3 H W W rvlw O U 0 0 E � (II N CD o c O , o Q 10 U M -0 66 m 0 0 00 ti 0 N m- U r C M � E UN 6 O i EL LL ADDINGTON CROSSING SUBDIVISION POTTER ROAD AND HUDSON CHURCH ROAD DEVELOPER: CALATLANTIC HOMES BRIAN JOHNSON 704-507-7547 BRIAN.JOHNSON2@CALATL.COM 6701 CARAMEL ROAD SUITE 425 CHARLOTTE, NC 28226 DESIGN ENGINEER: Cd/'CSifO Shaping the Future ROBERT CASH, PE 704-927-9700 ROBERT.CASH@CARDNO.COM 9800 SOUTHERN PINE BOULEVARD SUITE I CHARLOTTE, NC 28273 VILLAGE OF WESLEY CHAPEL, NC CONSTRUCTION DOCUMENTS Off, A O� O yG �s �y SITE O � BEUL AH CHURCH RD 2 20 7 AOT T� m U) r A \ZO D GQN rn WESLEY CHAPEL UNION COUNTY, NORTH CAROLINA VICINITY MAP NOT TO SCALE 56' 0' , / I \ 5 \\ \\ �"000011i�/ FUTURE OP 6 THOROUGHFARE ` 88' R/W \ \ 4 \� � R \ 716 / 15 17 18 \\\ 1 8 \ �C ! AR�Tn.. 19 D \\ Opp 30 _ \\ 29 Sfz 46 60' PUBLIC RIW) \\ \ X 9 28 26 25 23 24 31 32 33 34 T / 51 R/W � 45 44 ` 50 y 'w m 46 Q J 43 Oc 49 'Q 1 O ` Z //L I 48 47 LL \36 — \ 2 \ �7 42 I \ 38 \ 39 40 41 i 14 22 20 \\ aJ \ \ 21 `oy \ 17 16 I I OVERALL PROJECT PLAN SCALE: 1" = 300' N 0 150 300 600 1 INCH = 300 FEET Sheet List Table SITE DATA TABLE OWNER: CALATLANTIC GROUP INC SITE ADDRESS: 5416 HUDSON CHURCH RD, WESLEY CHAPEL, NC TOTAL SITE AREA: 103.66± AC 50' R/W AREA: 6.54± AC TOTAL MINUS R/W AREA: 97.12± AC P.I.D. No.: 06021007 DEED BOOK/ PAGE: 6638/409 EXISTING ZONING: R-40 EXISTING OVERLAY: N/A EXISTING USE: SINGLE FAMILY RESIDENTIAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL DEVIATIONS: C-309 BUILDING SETBACKS REQUIRED: C-310 FRONT 50 FT SIDE 15 FT REAR 40 FT BUILDING HEIGHT: 35 FT (MAX) LOT WIDTH @ BLDG LINE: 120 FT (MIN) THOROUGHFARE LANDSCAPE BUFFER REQUIREMENTS: C-403 BUFFER WIDTH TREES PER 100 LF SHRUBS PER 100 LF 10 OR MORE ACRES 50 9 20 IMPERVIOUS AREA SUMMARY: PLAN & PROFILE - SELMA DRIVE ROADWAY 156,225 SF LOT AREA 347,310 SF SIDEWALK 55,175 SF TOTAL IMPERVIOUS AREA: 558,710 SF TOTAL IMPERVIOUS PERCENTAGE: 12.4% TREE PRESERVATION CALCULATIONS INTERSECTION & CUL-DE-SAC DETAILS TOTAL SITE AREA: 103.66 AC. EXISTING TREE CANOPY AREA: 65.28 AC. (60.9%) REQUIRED TREE CANOPY RETENTION PER ORDINANCE: 23.50 AC. (36.0%) TREE PRESERVATION AREA: 26.41 AC. (40.5°/x) GRADING AND DRAINAGE PLAN (26.41 / 65.28 = 0.405 OR 40.5%) DRAINAGE BASIN PRICE MILL CREEK FLOODZONE C-505 BASED ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP PANEL NUMBER 3710449600J, DATED OCTOBER, 2008 THE HEREON DESCRIBED PROPERTY IS LOCATED IN ZONE "X". VILLAGE OF WESLEY CHAPEL, NC CONSTRUCTION DOCUMENTS Off, A O� O yG �s �y SITE O � BEUL AH CHURCH RD 2 20 7 AOT T� m U) r A \ZO D GQN rn WESLEY CHAPEL UNION COUNTY, NORTH CAROLINA VICINITY MAP NOT TO SCALE 56' 0' , / I \ 5 \\ \\ �"000011i�/ FUTURE OP 6 THOROUGHFARE ` 88' R/W \ \ 4 \� � R \ 716 / 15 17 18 \\\ 1 8 \ �C ! AR�Tn.. 19 D \\ Opp 30 _ \\ 29 Sfz 46 60' PUBLIC RIW) \\ \ X 9 28 26 25 23 24 31 32 33 34 T / 51 R/W � 45 44 ` 50 y 'w m 46 Q J 43 Oc 49 'Q 1 O ` Z //L I 48 47 LL \36 — \ 2 \ �7 42 I \ 38 \ 39 40 41 i 14 22 20 \\ aJ \ \ 21 `oy \ 17 16 I I OVERALL PROJECT PLAN SCALE: 1" = 300' N 0 150 300 600 1 INCH = 300 FEET Sheet List Table C-100 COVER SHEET C-200 OVERALL EXISTING CONDITIONS SOUTH C-201 OVERALL EXISTING CONDITIONS NORTH C-300 EROSION CONTROL PLAN PHASE I SOUTH C-301 EROSION CONTROL PLAN PHASE I NORTH C-302 SEDIMENT BASIN 1 PH 1 DETAIL C-303 SEDIMENT BASIN 1A PH 1 DETAIL C-304 SEDIMENT BASIN 2 PH 1 DETAIL C-305 SEDIMENT BASIN 3 PH 1 DETAIL C-306 SEDIMENT BASIN 4 PH 1 DETAIL C-307 EROSION CONTROL PLAN PHASE 11 SOUTH C-308 EROSION CONTROL PLAN PHASE 11 NORTH C-309 SEDIMENT BASIN 1 PH 2 DETAIL C-310 SEDIMENT BASIN 2 PH 2 DETAIL C-311 SEDIMENT BASIN 3 PH 2 DETAIL C-312 SEDIMENT BASIN 4 PH 2 DETAIL C-400 OVERALL SITE PLAN - SOUTH C-401 OVERALL SITE PLAN - NORTH C-402 PLAN & PROFILE - LELAND DRIVE C-403 PLAN & PROFILE - LELAND DRIVE C-404 PLAN & PROFILE - FERNWOOD TRAIL C-405 PLAN & PROFILE - SELMA DRIVE C-406 PLAN & PROFILE - SELMA DRIVE C-407 PLAN & PROFILE - CARLTON COURT C-408 PLAN & PROFILE - GRAMERCY DRIVE C-409 PLAN & PROFILE - GRAMERCY DRIVE C-410 PLAN & PROFILE - FOUNTAIN LANE C-411 INTERSECTION & CUL-DE-SAC DETAILS C-412 INTERSECTION & CUL-DE-SAC DETAILS C-500 OVERALL GRADING AND DRAINAGE PLAN - SOUTH C-501 OVERALL GRADING AND DRAINAGE PLAN - NORTH C-502 GRADING AND DRAINAGE PLAN C-503 GRADING AND DRAINAGE PLAN C-504 GRADING AND DRAINAGE PLAN C-505 GRADING AND DRAINAGE PLAN C-506 GRADING AND DRAINAGE PLAN C-507 GRADING AND DRAINAGE PLAN C-508 GRADING AND DRAINAGE PLAN C-509 BASIN 1 DETAIL C-510 BASIN 2 DETAIL C-511 BASIN 3 DETAIL C-512 BASIN 4 DETAIL C-600 STORM PROFILES C-601 STORM PROFILES C-602 CULVERT PLAN AND PROFILE C-700 SITE DETAILS C-701 SITE DETAILS C-702 SITE DETAILS C-703 EROSION CONTROL DETAILS C-704 EROSION CONTROL DETAILS L-100 TREE RETENTION AREA PLAN L-200 POTTER ROAD BUFFER PLAN PRELIMINARY - NOT FOR CONSTRUCTION o E 0 ADJOINING PROPERTY OWNER TABLE 1O HOWEY FRANKLIN W MCCOY JAMES 07 EFIRD JAMES R & 10 THACKER L 13 PERKINS LARRY & 16 REID JOHN T & HOWEY ALISON S FRANKLIN WIFE EDITH K HOWARD WIFE JENNIFER WIFE CHERYL R PIN# 06042012D PIN# 06042009 O Q J U �0� DB 1260 PG 756 DB 3256 PG 594 HATLEY DB 0912 PG 0243 �4 LU ZONED: R-40 ZONED: R-40 DB 1236 PG 878 DB 0875 PG 0780 DB 1070 PG 598 PIN# 06024004B Q PIN# 06042009A PIN# 06021004 J PIN# 06021002A O ZONED: R-40 L.L Q ZONED: R-40 ZONED: R-40 ZONED: R-40 02 CHRISTOPHER 50 MCCOY JAMES M WHITE HUGH E JR & 11 KNIGHT & DAVIS 14 DEESE BILLY RAY 17 HAYNES PAUL D B. MANUS PIN# 06042009B WIFE JAN H CONSTRUCTION O PINM 06021006 z DB 6477 PG194 o DB 5696 PG 81 ZONED: R-40 1 U DB 1260 PG 749 GROUP LL ZONED: R-40 U w DB 6477 PG 191 o - DB 5696 PG 078 O� U' PIN 06042007B DB 6592 PG 494 > 0 QW J DB 6477 PG 188 Q Lu PIN# 06042011 U m ZONED: R-40 DB 6323 PG 660 PIN# 06024004A ZONED: R-40 PIN# 06021003 ZONED: R-40 ZONED: R-40 elfU W O3 MCCOY JAMES (-6) GALINSKI TIMOTHY O9 ANNISTON GROVE 12 DEESE LARRY 15 MCCOY JUDITH C FRANKLIN J & WIFE RENEE B LU a HOMEOWNERS PIN# 06021002 PIN# 06024004 01 PIN# 06042010 DB 1675 PG 881 ASSC INC ZONED: R-40 ZONED: R-40 4k ZONED: R-40 DB 1371 PG 362 DB 5271 PG 844 C A /yon 16 2017 '. .` \ ....... c SEAL t 033448 = : DB 1260 PG 752 ROBERT L. CASH, PIN# 07123187 NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED PIN# 0060420090 CHECKED ZONED: R40 PROJECT # CALATL1603 SHEET TITLE COVER SHEET SHEET NUMBER ZONED: R-40 PRELIMINARY - NOT FOR CONSTRUCTION o E 0 1R1111.�V�.�s;/ PRELIMINARY - NOT FOR CONSTRUCTION o E 0 �L LU - 04 0 o��C" C � N N > o (u -c Z J J 10 O 00LU U W o Z rn z ZO , J � p O Q U) O Q J U �0� H �4 LU Q Z J O L.L Q U L.L O Z Z � O cf) z O o 1 U LU LU z U w = O o - U) O� U' Q U W z > 0 QW J O p Q Lu U Q U m Z O H CL elfU W W 0 LU a 4k C A /yon 16 2017 '. .` \ ....... c SEAL t 033448 = : /O ••'.;�G I N C *11111-'4 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE COVER SHEET SHEET NUMBER C-100 = 0 U) U) z O 0 z O U CD z 1-- W X w J J Lu O 0 0 N U m 67) c 0 c 0 0) X w Fu m > O 0 0 N 0 rn E a, m aD � of cu o C7 1 o � Q U'> �0 66 o 00 `m I- N m - ti U m M m �-LM EUC13 65 o ii a_ LL DEMOLITION LEGEND - - - - ITEMS TO BE REMOVED (TBR) X N-"� �� N PROPOSED DEMOLITION -BUILDING AND CONCRETE �i _-�.._I PROPOSED DEMOLITION - VEGETATION TO BE I I CLEARED I_____I MATCHLINE (SHEET 201) _ _ _ _ - __ _ _ /i ___� - \ - v \- \ --- VAS _ �' � �� -595 - - 1 //,_ 7 /�v ) ,, A — A � \ C� v V \A� �v - J� i V lh v -� - - / \ [ _ —�C \ \ ��_ / \ _ v — � � \ — A V A � �� v �' �� A�� A \ \ \�� A V �9 _ � — __ — —�I =C�� v — — _ _ _ _ \� \\ _7 _� _\ _ BILLY RAY EESE v� - �V C v / �0� ��v -= Cvw�� \=` � - - �II��/� 1 �`� DB 42 PG 14 v A\ \`- A-� / \-r \ v _ _ _ �/ _ \ / PIN :06021005 v /fl v v �� v >� v v�v--vvv�v C Cv v vim— y ��1// v ,/ S l h� v �� \ - 597 - A - �v- _ _ =VA ��/Jr _ A 90 ONED: R-40 / _/ _ �/ �` \ - 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FIRE HYDRANT \ \ -C T / —I / I +-/� M I ILin-V / / / -� _ - - �� _ �_ -_ wM�_ OBE RELOCATED - 7 / / - / / EX. EDGE OF I / CO `O EX. 866 LF FENCE / 1 / / / / / - _ _ �_—,_-_ — / I l \ 1 I / / / / = _ - - _ - �\ /� - � — b� �� W — - - - _ �/ J / PAVEMENT I I I I / / I -, \ TO BE REMOVED ` I / / / - % % / _ __ - — ---� _ �_- - _ � — - - �f / - _ _ /WE �R/W_ — - - - _ EX. 1$ RCP / �� _--_ _-�- \ s -- - --� - -- c- - -- �- �- � -� = -, '� _ __ -- INV = 623.76 POTTER RD R 3�` _ — — _ — R R �—> —T 1-�— _ — — S 1 —Z— — 7= -Z- —� INV = 624.79 ! 0' Jcj \ �- - - - - -- _ - - _ �_ _ _ - _ - - _ - _ _ = - _ _ _ _ _ - _ (6 PUBLIC EX. OVERHEAD POWER \ - - - _ - - -- -- `- - --- _- _ � \T c - - - - - -� -v- - v v� v �� TV ----- R/W) //� R/w z _ _—°l�EE��tE y �s� ;� _��;s_ �� Ts�P_ _,=tiw _ - oHE oHE- LINE TO BE REMOVED /\/ / `/ I POTTER RD SR 1357 //// / 65' PUBLIC R/W Ex. 18° RCP �� I I I ( ) INV = 602.78 \ I FRANKLIN W & \ / 1/ ow ow I INV = 602.22 ALISON S HOWEY �Q'" / I 14 PIN# 06042012D Q I EX. 150' bUKE IjNERGY N ZONED: R-40 / �- I I �// V �� DB 31 PG 171 Q- \ DB 230 PG I18 °� ��QJ� / I I I / Q / w w I I\? � I o ....0iiiiiiiiiiiiiiiiiiiiii� 00, / - \ N I EXISTING CONDITIONS LEGEND Z—OHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN GAS LINE — STM STORM PIPE X FENCE --R/W— RIGHT OF WAY —R— — PROPERTY LINE ADJACENT PARCEL LINE — — EASEMENT EDGE OF PAVEMENT (EP) GRAVEL DRIVE TREELINE STREAM POND aLu FEMA 100 YEAR FLOODPLAIN -------- CONTOURS O LIMITS OF CLEARING EXISTING POWER POLE _—, EXISTING GUY WIRE 0 LIGHT POLE Mw MONITORING WELL C SANITARY SEWER MANHOLE C STORM STRUCTURE C FIRE HYDRANT wv = X WATER VALVE wM WATER METER O CGAS VALVE Fo FIBER OPTIC EM ELECTRIC METER Z SIGN / // / / / / / /_ O WETLANDS / . / (/ z p EXISTING CONDITIONS NOTES 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL LOCAL ORDINANCES, CITY AND STATE. 2. WITHIN THE SUBJECT PROPERTY, THE INTENT IS TO HAVE A CLEAN, CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 3. ALL ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT. 5. REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT. CUT AND CAP ALL UNDERGROUND LINES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. CONTACT ALL UTILITY COMPANIES PRIOR TO DISCONNECTION OR DEMOLITION. 6. CONTRACTOR SHALL REMOVE ALL EXISTING TREES, CONCRETE, ASPHALT AND OTHER EXISTING STRUCTURES INDICATED ON PLAN. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS TO AN APPROVED (LEGAL) OFF-SITE LOCATION. 7. FOR ALL ITEMS TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, INCLUDE ALL UNDERGROUND ELEMENTS AS WELL, INCLUDING, BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVEL FILLS, TREE ROOTS, OLD PIPE, ETC. 8. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR FILL DETERMINED BY A SITE SOILS ENGINEER. 9. LIMITS OF REMOVAL SHOWN ON DEMOLITION PLAN ARE APPROXIMATE ONLY. ACTUAL QUANTITIES MAY VARY DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION, REMOVAL AND RESTORATION WORK NECESSARY TO PERMIT CONSTRUCTION OF THE PROPOSED PROJECT. 10. PROTECT ADJACENT CURB, TREES, BUILDINGS, UTILITIES AND OTHER ITEMS TO REMAIN FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR PAYMENT OF ANY DAMAGED ITEM TO REMAIN. 11. SURVEYOR SHALL REPORT ANY ENCROACHMENTS OR DISCREPANCIES GENERATED ON THIS CLEARING PLAN IMMEDIATELY TO ENGINEER FOR DECISION. 12. SURVEYOR SHALL VERIFY CLOSURE AND ACCURACY OF CURVE DATA PRIOR TO COMMENCEMENT OF FIELD STAKING. 13. HATCHED AREA ON THIS PLAN INDICATES HEAVILY WOODED AREAS TO BE REMOVED AND DEMOLITION ITEMS. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ANY SPECIMEN TREES NEAR CLEARING LIMITS. 14. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE ADDITIONAL TREES WHEREVER POSSIBLE. 15. CLEARING LIMITS ON THE PLAN INDICATE THE EXTENT OF ALL MAJOR CLEARING REQUIRED, CONTRACTOR IS ALSO RESPONSIBLE FOR ANY INCIDENTAL CLEARING REQUIRED FOR MINOR DISCREPANCIES IN GRADE, UTILITY INSTALLATION, EROSION CONTROL MEASURES, ETC. 16. CONTRACTOR SHALL COORDINATE UTILITY REMOVAL AND RELOCATIONS WITH ALL UTILITY COMPANIES. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC THROUGHOUT CONSTRUCTION TO AND FROM THE ADJOINING PROPERTIES AND SHALL INSTALL TRAFFIC CONTROL DEVICES AND SIGNAGE AS NECESSARY IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 18. THE CONTRACTOR SHALL COORDINATE WITH THE SITE CONSTRUCTION MANAGER FOR THE REMOVAL AND/OR RELOCATION OF EXISTING TREES. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ALL AREAS DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AND SHALL BE RESPONSIBLE FOR PHOTO -DOCUMENTATION OF PRE -CONSTRUCTION CONDITIONS. 20. NO DEMOLITION PRIOR TO PRE CONSTRUCTION MEETING. DEMOLITION PRIOR TO PRE CONSTRUCTION MEETING AND GRADING PERMIT WILL BE SUBJECT TO IMMEDIATE CIVIL PENALTIES. 21. CONTRACTOR SHALL COORDINATE OBTAINING ALL NECESSARY DEMOLITION PERMITS FROM THE VILLAGE OF WESLEY CHAPEL/UNION COUNTY AS NECESSARY. 22. CONTRACTOR SHALL COORDINATE WITH THE SITE GEOTECHNICAL ENGINEER FOR EARTH DISTURBING AND SITE PREPARATION RECOMMENDATIONS. DEVELOPER SHALL PROVIDE SITE GEOTECHNICAL ENGINEER AS NECESSARY. 23. CONTRACTOR TO ENSURE THAT EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO ANY CONSTRUCTION. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION E 0 N -a �-1--aI = _ LL W 0) H 00 U)0 o 0) 0 C N . C � N N > (u Zo = J 00 J 0 9 O 0o U Lu LL W a- � o z 0 m Z , 0T LL c,4 j l-- p O ti Q W of Z O Q J U c �� U H aLu 0 O V Q z J O Of = Q U � O F___ V) Qf O Cn Z Z O H (/ z p Z ZD z C/) 0 Ov) U Z Q O O 0� z z U W z c- w X Q II-iiiiii-- o— W z = J (D Q U Q Lu W J J U) 0 Q w O Q U 3: m M O iz a elfU U) Lu 0 Lu a 0 H C A R�** X16-2017 ,*` %O�.oF ESS�O0•••i� � 9�-7 SEAL : 033448 = 0 �•�0.,TC �I �� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED I JW CHECKED I RC PROJECT # I CALATL1603 SHEET TITLE OVERALL EXISTING CONDITIONS SOUTH SHEET NUMBER C-200 H- O z Z O i= 0 z O U c� z X W J J ry Lu O 0 N U ca 0 0 0 X w m O 0 0 N U 0 rn ma0i 00 cu (D , o Q U L0cu 00 �o 0 ti -6 o ci N U � C M � E UN o a_ LL \ \ I 000, X= _C \ ` N KNIGHT & DAVIS I % \ \ LARRY & VIRDI DEESE I CONSTRUCTION GROUP LL \ C DB 234 PG 330 DB 6592 PG 494I / PIN# 06021002 DB 6323 PG 660 ( I \s� \ \ ZONED: R-40 PIN# 06021003 \ V A \ ZONED: R-40 EX BUILDING \� (TO BE RAZED) V AOS EX. SANITARY MH 39 ��\�1 V�} ► \ \ AO��P��\� EX. 24" SANITARY SEWER y A o, EX. SHEDS/I�\�\ -578- \ - S (TO BE RAZED) A� \ \ \ \8SS\ C� FEMA �\ \ \ FLOODWAY S) rL PRICE MILL CREEK THACKER L HOWARD �S O I DB 3256 PG 59 D6 0875 PG 0 \ \ \ 580\ PIN# 06021004 5 ZONED: R-40 # 95 \ V CCV� \ \ .100 YEAR FEMA � ANNISTON GROVE V C FLOODPLAIN HOMEOWNERS ASSC INC POWER POLE \ \ \ \ \ TO REMAIN EX. OVERHEAD ` DB 5271 PG 844 �l \ POWER LINE (TBR) / \ \ PIN# 07123187� EX. OVERHEAD 597 `- \ \ � � ` \ \ LARRY DEESE \ ' ZONED: R40 POWER LINE TO 00 v ` \ \ C ` PIN# 02 VEGETATION \ \ ZONED: R- R-40 REMAIN / 0 O TO BE CLEARED ` \ EX. OWER POLE t ^I \ S\ O REMAIN \ . \ \ \ C s\ �Y� \ 0 E EX. POWER P & \ H O ` ONE GUY (TBR) \ -585- \ \ C \ \ \ N��-i, � h _ - 586, EX. 24" RCP /0/ co °�� EX. TREELINE (TBR) AC LIMITS OF INV = 608.35 ,� ✓� - ,�DtSTURBANCE \ \ EX. 8" PVC WATERLINE I 10✓ % 02 \ I 0 _ \ \ \ A \ \ \ \ — C 6� \� �" 59 v V A V -577 — C 1 HUDSON CHURCH RD SR 1356 I EX. STRUCTURE �\ �\ 6 I 1 / _ 60 PUBLIC R/W) - - 0 = _ (TBR) Ex. WEL (TBR) \ S \ EX. OVERHEAD POWER \ ` — �\ (WELL TO E ABANDONED — C — &RAZED) �_ SINE TO BE REMOVED % E 599 I� j X TREELINE �— a- 3 — — / TO REMAIN 0RCMP �X- 4' RCP Q / OHE� INV "612.29 INV 608.39 �° / / \_ 609 \� / VEGETATION \ I 1 EX. 8" PVC WATERLINE NV 612.30 / / _ / \\� 610�� \ TO BE CLEARED _ ....�� EX. BUILDiN I I I I I 1 w INV X07.29 / \ O� \\\ \V� - 600 ^Q�� S9 I i TERMINATION POINT HIE � / / , / \ -� I O / � � \ )Vw� S .� (TO BE RAZED 6 6 POLE (TBR) I \L / / i 05 1 POWER - �2 �V LIGHT POLE (TBR) 5p X POWER POLE ONS � TO REMAIN DRIVEWAY EX. GRAVEL _ WETLANDS LIMITS OF \ \ _POWER POLE (TBR) .�� t� �J' \ �5 �Py - (TBR) EX. OVER 1 soo- �� \ �.�y � 0 5o e - _ -- HEATB DISTURBANCE \ �� o \ \ \ �� J� �� '� 605 w _ �\ " G POWER LINE (TBR) J \ \ \ \ \\ \ z ' T `iI —�/ �iA\i, _• �V �` _ .:_\ \ A��_ CA\ �� DI' EX. DRIVEWAY TBR->0NHA BEEN 611 610 O(S SHEET) l1 P'RVIDED C / VEGETATION TO BE CLEARED y _ / \ \ EX. ` S,E� %STEM �N�Ft NN ^�\BE AB DON R, 6$ Ov Sa?C? 05 �� \,\ A ` \ N EW SA Y \ 608- SEX p6 I I I C C INSTALLED (SEE E I \ /THIS S' � �1 SEPTIC EASEMENT /-� All \� DB 1434 PG 14 \ 1 \ y 603 �\ TO BE ABANDONED HUGH E JR & JAN H L C \ \ G' ` ` \ _ �\ — ��605 — /j POWER PO'/ WHITE \\ EX. 150 UK NE �' 7` \ \ \ C DB 1260 PG 749 i / A / p �YEGETATION \\ LIMI-CS OF // y \�\ DB�Ri P 18 �� / / ' / �V ✓ 60 / 00 EX. OVERHEAD PIN 060420076 / / / / _`TO BE CLEARED \ \ DISTURB / / � �� \ \\ �� , �. � � �-605- ZONED: � � POWER LINE (TBR) \ DBS \ ,\ / //� - _ �_\_ soy - - _ o ZONED: R-40 \ \ i � / / E - — O C \ EX. POND �� / 1595 \ �� _ \ / �I \ y y Ems— y — POWER.POLE (TBR TO REMAIN ) ( — y _ C EX. FENCE TO REMAIN 1 L \ �� '� /� — J \ L �` / \ / /� // C LARRY PERKINS & v v , �C� /-�� 0�� - / //// /CC / JENNIFER HATLEY / /CD / - \ DB 1070 PG 598 BILL AY DEESE �OVA� / DB 23 PG 14 / / ; POLE TB � - IN# 06021002A LIGH � � � ��\ /�� \`�✓ \� �\�;\_.i /�i � tib`\— �� `� � � � / %l \ / - \_ / - � PZONED: R-40 600 — PIN . 06021006 o I/ � � � � '\� -- vv V �, l y� — y� � � v� ,\ y �y � � , � y _� � � zo ED: R-ao MATCHLINE (SHEET 200) EXISTING CONDITIONS LEGEND Z—OHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN GAS LINE — STM STORM PIPE X FENCE (U c/)?LLJ p RIGHT OF WAY 00 U OLu PROPERTY LINE LL� ADJACENT PARCEL LINE W a - z 0 EASEMENT r_ z , O=�� EDGE OF PAVEMENT (EP) J � p O ti GRAVEL DRIVE Q of TREELINE CDQ J U �0Lu STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS LIMITS OF CLEARING EXISTING POWER POLE EXISTING GUY WIRE LIGHT POLE Mw MONITORING WELL @S SANITARY SEWER MANHOLE C STORM STRUCTURE C FIRE HYDRANT WV O WATER VALVE wM WATER METER IN— U CGAS VALVE Fo FIBER OPTIC EM ELECTRIC METER SIGN Cn WETLANDS i DEMOLITION LEGEND X ITEMS TO BE REMOVED (TBR) PROPOSED DEMOLITION - BUILDING AND CONCRETE PROPOSED DEMOLITION - VEGETATION TO BE CLEARED ADJACENT PROPERTY NOTES (PIN06021006): 1. GRAVEL DRIVE FROM BILLY RAY DEESE PROPERTY TO HUDSON CHURCH TO REMAIN THROUGHOUT CONSTRUCTION UNTIL PROPOSED ACCESS HAS BEEN CONSTRUCTED. 2. SEPTIC SYSTEM ASSOCIATED WITH BILLY RAY DEESE PROPERTY TO REMAIN ACTIVE UNTIL PROPOSED SANITARY AND WATER SERVICES TO SITE HAVE BEEN INSTALLED AND CONNECTED. 3. CONTRACTOR TO COORDINATE WITH UNION POWER COOPERATIVE TO ENSURE POWER TO REMAIN ACTIVE TO BILLY RAY DEESE PROPERTY UNTIL PROPOSED SERVICE HAS BEEN INSTALLED AND CONNECTED. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION E 0 N i LL Lu cn con) CN o 0 0 C � N NN . >zo (U c/)?LLJ p 00 U OLu LL� W a - z 0 r_ z , O=�� J � p O ti Q of CDQ J U �0Lu aW Q Z J O Z IN— U I..L O Z O Cn Z Z O Q Z z � O O U C� Z Q O O 0 z z U � C/) z c) x Q Lu W Q � z = J U (DLU LU I.J. J J U� \W / 0 Q Lu O Q U m M O i= CL elfU U) Lu 0 Lu a 0 �tt� H CAR "*• X16-2017 � ; ••ESS/ ••.•C c` SEAL t ' 033448 = p•'••tiCiN.0 ., o •........ *1111 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE OVERALL EXISTING CONDITIONS NORTH SHEET NUMBER C-201 Lu U) Q a z CL J 0 Of H Z O U Z O U) O w W 0 0 M U ca H 3 Lu Q CL Z a J CL J O H Z O 0 Z O U) O w W 0 0 M 0 C/) rn m (3) CD o cu O o Q U ocu 00 �o 0 ti -6 �o o n N U � C M � a `3 E UN O O a_ LL MATCHLINE - SHEET 301 - - _-- - A - - �� BILLY RAY EESE DB 42 PG14 PIN :06021006 ONED: R-40 T_ / a �V ONE 590 ` - / 615 PERENNIAL �J EFIRD JAMES R & NE \A WIFE EDITH K s / �- CNE 1 \ \ \\ \ \ \ \ LIMITS OO�F DB 1260 PG 756 /- -620 v � DB 1236 PG 878 ()\A - - LIMITS OF 06042009A o ZONED: R-40 DIS v�GX0D vIVEvRS\ ION �DITCH -��\ !42630 LF �N TURBANCE v @ 2:70°Lo DA BASIN 3: 6.46 AC\ I \ \ \ A I I f \ A\ 592.0 DISTURBED AREA: 6.22 AC O J V EMR. SKIMM' / CN / / / I I / / A I / / / / sASIN #3 150' DUKE NERDY / ! / -DIVERSION DITCH / (SEE SHE l I RIW / / / /J /J N / // / / / i _ 102.70 LF / / C-305 DB 31 PG 171 / / / / / / VEGETATION / / / / @ 3.60° TORE CLEARED / / 592. I DB230PG18/!I/ ��h / /DIVERSION DITCH X95 70� GALINSKI TIMOTHY J & / - _ / V / / / / / / / / / / i 298.94 LFA j i /� ♦ / /i MCCOY JAMES M / WIFE RENEE B �/ � v / / / / / / / / 0/ / / / ° / / / @ 1.20 /o / DB 1675 PG 881 / / / PIN# ED: R-096 CNE / / DB 1371 PG 362 0 0 \ / / / / // / / / / 6 / // / / / / / / ,� - ZONED: R 40 / CNE / / r - / DB 1260 PG 752---�-�\ / / / / / / / / ' ( / // // / / 60 j- /� / j��lr\� PIN# 0060420090 ZONED: R-40 // DIVERSION DITCH // _- 4I / I_o- o@ 3.51%Or R� �v � -625 / / - - / - - CAUTION: OVERHEAD POWER / - - TRANSMISSION LINES!! p- /� - J - / " "/� 'IIS / /`� 3 6 ll _ LIMITS OF //L _�// aol//DISTURBA NCE YIITENf� _ _ _ J - - 1p �= �� 1\ \Y �_ i% j -- _\ti = / +NE�AId�CJ J'- INTERMITTENT L -625 - _ - '/ i// Iii / i - _�S / ^ - - ✓ _ _ �_ / -JURISDICTIONAL ' - J �/ \ Lugo _ _�PERENNIAL/ --- / 4_--_ -� W _ / --:_620- - _ - �/ / / // / - - T �/ /' - - _ _ "------- -- -- %j JURISDICTION /=� / / / / - - J/ _ ==�\ M /620/ / // / - - = 6 _/ % --__ � Tom- ��.�-` �_ _' -- 610 \v 001 00 '-z /// /= - \ 1 /\�t��l � -. ~- �� \�\ \�•✓�/! ��ti/ --- J^ii/� �=��_� \�i -0600 - TEMP. SKIM I I -&0-5 --r;STRi M- BASIN tZkST�! - - ~ _-_ -\ �o o� �rn (SEE SHEET 0,304) u°ua' - - - _ - _ _ _DO - _ _ \\\\IIRSA\i _-�, -610II �59 7 \ `�- 17QOA@ TEMP. r�3,61 / 1 \ SKIMMER I BASIN,# l /// SEE sH�F�r - - \\ D VE sION ( / / - / \ \\� \ \ \ \ l i \ / / �� Fes- I / X / /- ��-'\ II / />/ �J )III / \\ \ I blT,tH /I� C3b)/)1 v Ip° �I//11111/ 6 615 / \ - - '� �- V //�i/ � A ZJ I l / I -_- �� / / \ \ \ /�/ nIEGET-ATION / / _ �\!�/ / IIA5�1A\ �0 6� CLEAE� 1 �� r 1 1I �a 'ivy vim/ v v 1111111 /// / k� - - v C \\I \_ � � I� DA BASIN 1A:2.58A \\\AA--�� 2620-� - \\V I / I \ \ 1 / I DISTURBED AREA: 2.58 AC MCCOY JAMES , A \ v VI \ \ I 1 I low I I I / I /1 �l lig _ 7 FEMA FLOODWAY 100 YEAR FEMA FLOODPLAIN HAYNES PAUL D DB 6477 PG194 DB 6477 PG 191 DB 6477 PG 188 PIN# 06024004A ZONED: R-40 IDA BAS FRANKLIN IN 1: 19.22 AC l \\ EX. FENCE IDSTURBED AREA: 5.61 ACPIN# 06042010 A SILT FENCE: 1.54 AC TO REMAIN ZONED: R-40 DISTURBED AREA: 1.03 AM _ 4 -I w � ' � E�. R�ELINE/ o VEGETATION - - - - �� O �E\CCEARE DA BASIN 2:7.35 J - / � I- v V AC --- v v v v v Yvv v ,i I I / / /- CHRISTOPHER / / ti / / / / 1 I V 1 \ V \ v v v _ v ��o I I 1 1 'DISTURBED AREA: 6.38 AC / / / / / / / I / / B. MANUS I I �l / / / // / / / / / / / I J I \ v \ V i► \ I� v 1 _ - �� / / / / DB 5696 PG 81-100' 20'CONSTRUCT,ION / DB 5696 PG 078 I - - - II � / / �/ ` / �/ / / / / -� \ \ \ \ \ \ \ \ \ I \ �LIMITf OF QI4UU\RBANCE (S -EE -DETAIL 1 SHEET f / PIN#06042011 / /� / / / TO/RE // � / � / �� ) \ v � \ � � � � I �� ( ZONED: R-40 / / f / / / / / / / / / / / / / �3 ��/A\ '� \ I v ♦ i \ z \ / / I \ V v - - C-703) LIMITS OF / A I I I DISTURBANCE �`- \ �' I I A A ♦ I / / / / T /_ \ 1\ I ( ��I i►� v s \VI� EX. 16" DIP i� / C FON. OVERHEAD I �� / �� •� �\ V A \ y - ♦ f l l / l - 6/- / / � � n / / ��- POWER.. A \ \ / I WATERM9kN / / / / / / v� 5"� j iia -1�- _ - _ ! ✓� / / / / V v v 100' coy TRurflor� �� I 1/I'I� '�'i� •� �\ v� '9NTRANCE �� / / EX. EDGE OF IRPE-0LiAl V�HEET/C-7f1) PAVEMENT tel' --- = `INVINV=624.79 6TTERRDSR 135 =__ _7 ��_ LRj-> �,L�_ _S---_- (o PUBLIC R/W EX. OVERHEAD POWER ) �� S\ _ c \ _- R/W z O.UE �E �Q-1F�iOHE OHE- LINE TO BE REMOVED OR POTTER RD SR 1357 RELOCATES I wo ► / //// I (65' PUBLIC R/W) wv 18 oR .78 wo00000 �I 1 I 1 w w INV = 602.22 r = �HOWEYFRANKLIN W Q 1 I 1 1 ` HOWEY ALISON S 1 1 PIN# 06042012D ZONED: R-40 / JvP I 0 0 LEGEND TOTAL AREA OF DISTURBANCE: 44.5 AC CONSTRUCTION SEQUENCE (PHASE 1) 1. HOLD A PRE-CONTRUCTION MEETING AND OBTAIN GRADING PERMIT. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. INSTALL TIRE WASH IF DIRECTED BY NCDOT OR EROSION CONTROL INSPECTOR. 3. INSTALL TEMPORARY SILT FENCE, AND TREE PROTECTION AT LOCATION SHOWN ON THE PLANS. 4. INSTALL TEMPORARY SEDIMENT BASINS, BAFFLES, AND OUTLET STRUCTURE AS SHOWN ON THE PLANS. STABILIZATION OF BASINS TO BE ESTABLISHED IMMEDIATELY AFTER INSTALLATION. 5. INSTALL DIVERSION DITCHES AS SHOWN. ALONG WITH DITCHES, INSTALL ANY OTHER REMAINING EROSION CONTROL MEASURES. 6. REMOVE TREES, CLEAR AND GRUB SITE PER PLANS UPON INSPECTION APPROVAL. TEMPORARY SEED PER STABILIZATION REQUIREMENTS. 7. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. 8. ESTABLISH PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL SLOPES MUST BE STABILIZED WITHIN 14 DAYS. 9. MAINTAIN SOIL AND EROSION MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 11. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. CONSTRUCTION NOTES 1. CONTRACTOR TO MINIMIZE IMPACTS TO EXISTING TREES WHERE POSSIBLE. 2. TO MINIMIZE DAMAGE TO EXISTING TREES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCH ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS. 3. SILT FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. 4. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICH EVER IS SHORTER. 5. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING. 6. ALL SLOPES 2:1 AND STEEPER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR SUITABLE COMBINATION OF PLANTING AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH TURF GRASS (E.G. GRASSES THAT NEED TO BE MOWED) BUT WITH OTHER PERMANENT GROUND COVER SUCH AS WEEPING LOVE GRASS (ERAGROSTIS CURVALA), LOW JUNIPERS ETC. NO PERMANENT OVERHEAD SPRAY -TYPE IRRIGATION IS ALLOWED ON SLOPES GREATER THAN 2:1, UNLESS ALLOWED BY PLANNING DIRECTOR. 7. STREETS IN FRONT OF THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR WASH STATION WILL BE REQUIRED. wartn� PROPERTY LINE -R/W- RIGHT-OF-WAY (ROW) PARCEL LINE EASEMENT EDGE OF PAVEMENT (EOP) W GRAVEL DRIVE X FENCE - STM STORM PIPE WM WATER LINE - - SANITARY SEWER EASEMENT Q SANITARY SEWER STRUCTURE - SAN SANITARY SEWER PIPE E UNDERGROUND POWER LINE - -H OHE OVERHEAD POWER LINE OVERHEAD POWER STRUCTURE Ck LIGHT POLE G GAS LINE CREEK - POND WETLANDS (D FEMA 100 YEAR FLOODWAY FEMA 100 YEAR FLOODPLAIN TREELINE - - - - - - - CONTOURS SF SILT FENCE roc TREE PROTECTION FENCE - DIVERSION CHANNEL O LIMITS OF DISTRUBANCE TRIBUTARY BOUNDARY ® SILT FENCE OUTLET U O 0 WETLANDS U) TOTAL AREA OF DISTURBANCE: 44.5 AC CONSTRUCTION SEQUENCE (PHASE 1) 1. HOLD A PRE-CONTRUCTION MEETING AND OBTAIN GRADING PERMIT. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. INSTALL TIRE WASH IF DIRECTED BY NCDOT OR EROSION CONTROL INSPECTOR. 3. INSTALL TEMPORARY SILT FENCE, AND TREE PROTECTION AT LOCATION SHOWN ON THE PLANS. 4. INSTALL TEMPORARY SEDIMENT BASINS, BAFFLES, AND OUTLET STRUCTURE AS SHOWN ON THE PLANS. STABILIZATION OF BASINS TO BE ESTABLISHED IMMEDIATELY AFTER INSTALLATION. 5. INSTALL DIVERSION DITCHES AS SHOWN. ALONG WITH DITCHES, INSTALL ANY OTHER REMAINING EROSION CONTROL MEASURES. 6. REMOVE TREES, CLEAR AND GRUB SITE PER PLANS UPON INSPECTION APPROVAL. TEMPORARY SEED PER STABILIZATION REQUIREMENTS. 7. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. 8. ESTABLISH PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL SLOPES MUST BE STABILIZED WITHIN 14 DAYS. 9. MAINTAIN SOIL AND EROSION MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 11. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. CONSTRUCTION NOTES 1. CONTRACTOR TO MINIMIZE IMPACTS TO EXISTING TREES WHERE POSSIBLE. 2. TO MINIMIZE DAMAGE TO EXISTING TREES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCH ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS. 3. SILT FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. 4. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICH EVER IS SHORTER. 5. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING. 6. ALL SLOPES 2:1 AND STEEPER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR SUITABLE COMBINATION OF PLANTING AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH TURF GRASS (E.G. GRASSES THAT NEED TO BE MOWED) BUT WITH OTHER PERMANENT GROUND COVER SUCH AS WEEPING LOVE GRASS (ERAGROSTIS CURVALA), LOW JUNIPERS ETC. NO PERMANENT OVERHEAD SPRAY -TYPE IRRIGATION IS ALLOWED ON SLOPES GREATER THAN 2:1, UNLESS ALLOWED BY PLANNING DIRECTOR. 7. STREETS IN FRONT OF THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR WASH STATION WILL BE REQUIRED. wartn� d 0 a� i ralin LL W r- co') W W W.IIiC811A>rg 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 a� i LL W r- co') . CL > Z cu E c/) O LLI C) LL W 0� o Z O � I Z Lu rl- O=LLN J � 00 cp Q � O Q J U �� coW (D Q Z J O Z U O 0 2 U) W 0 U Q z Z � QU) 0 Cf) Z O 0 ry U � z Z U w O 0 o - U = Z (D U Oz ~ w � 0 Q J 0 Of Q Lu Lu Q U m M 0 H CL E C) U) W 0 W a C X16-2017 % SEAL ' 033448 = ♦ • • • q j �••••��' Ci N.0 1, O . ••••••••• , 11" l-'4 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED I JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE EROSION CONTROL PLAN PHASE I SOUTH SHEET NUMBER C-300 W U Q a z Q J J O z O U z O U) O Lu 0 U CL c co 0- 0 c 0 U c 0 U) 0 W 0 0 M U cn rn maa) cn 0 0 cu CD o Q U o0 rn 0 00 0 ti 0 N ci � U C M cu a c-° E Uca o Ai a_ LL DA BASIN 1A: 2.58 AC DISTURBED AREA: 2.58 AC \ \ II 1 Vn \ \ \ KNIGHT & DAVIS CONSTRUCTION GROUP LL \ \ DB 6592 PG 494 / \ DB 6323 PG 660 \SS PIN# 06021003 \ \ ZONED: R-4040' 40P �01 \ `� 4% "a 1 400 00 100 VAN in" ON aft NOW v� �, f111, FEMA S \ I EX. SANITARY MH 39 FLOODWAY PERENNIAL STREAM THACKER L HOWARD DB 3256 PG 594 DB 0875 PG 0780 PIN# 06021004 ZONED: R-40 ANNISTON GROVE / DIVERSION DITCH \ \ \ 10 EAR FEMA \ \ \\ HOMEOWNERS ASSCIWIC I 253.30 LF V ' V�EAD' �� F QODPLAIN \ DB 5271 PG 844 - PIN# 07123187 �� I 1 \ @ 1.03% POW R It LI (T \ �S \\ \ DEESE LARRY ZONED: R40 ` - ` ' ` \ \ \� \ PIN# 06021002 I / \ VEGETATION\ TO CLEARED_ \\ONED: R-40 ' EX.OWER POLE I _ 1 O REMAIN \/ \ ., / _ - - OHE \ 8.90 j sdo \ \ ss\ \ MP. ET � � � TE SN IN #4 - A HES ��, a SEE SHEET �Xl I EX. 8" PVC WATERLINE EX. GRAVEL DRIVE I TO REM DED & I I REPLAC D WITH ASPHALT HUDSON RD SR 1356 w 60' PUBLIC R/W) - ' _ - A 0 L '!�7 ? - -- - -- - - - -- OHE-- - EC. 55" -CMP � EX: 4' RCP OHE-- INV 612.29 IND 608.39 / EX. 8" PVC WATERLINE INV = 612.30 w INV X07.29 TERMINATION POINT HE\ 610 - / r J - _ soo -_ - \moo o WHITE HUGH E JR & l�� A ALIKEKE G WIFE JAN H EX. 150' NE ` DB 1260 PG 749 �� VV A pB:RIVV R" 71 PIN 060420076 \ ZONED: R-40 6iS \\\I18 EX. FENCE TO REMAIN \ L 7 t/ f o MATCHLINE - SHEET 300 EX. 24" SANITARY SEWER (TYP.) LARRY & VIRDI DEESE DB 234 PG 330 PIN# 06021002 ZONED: R-40 EX. TREELINE (TBR) / LIMITS OF S \ \ � CTURBAN\CEVA \ A _ U-)AUTION: OV EAD0V �V / \ vs�o y \\\ \ \ �� \. ��, \� IDI ONDI H 95'X 20' CONSTRUCTION \ / \�\ \ 323.90 F / p \ V A a L - ` \ /�/ \ o @ 2. ' % ENTRANCE \ / \ \ DA BASIN 4:15.84 AC _*E DETAIL 1 SHEET C 703) -� \ \ \ \ EX. TREELINE DISTURBED AREA. 8.65 AC S \\ O REMAIN sus \ 1 .NCE \600 D AREA: 0.80 AC CAUTION: OVERHEAD POWER!! �� \--\\�\\ \ X93.5, / ✓ / / / / �/ i oNE \ /// �/ --605-- 4% -so5� �� \ \� \ / TILT FENCE: 0.99 AC , \ j \ �� i f _ \ -- / - \ FURBED AREA: 0.99 AC V ��// � \�/ � ♦ \V 7 A \ ,\ / DA BASIN 4B: 3.01 AC ��1\ \P/ J DISTURBED AREA: 3.01 AC _ G \ c� PGA VEGETATION / \ \✓\ _ / \ i V � ♦ � 'TO,BE � � - // / % 00 j // / �// / I I � /� // ' LIMITS OF DISTjBKNCE - / ! \\\ 0-0 PERKINS LARRY & WIFE /CAS JENNIFER Y DB 1070 PG 598 �� A ��'- - - - BILL AY DEESE / \/V // / \ �V PIN# 06021002A f \� I DB 23 PG 14 ZONED. R-40 PIN . 06021006 ZO ED: R -40l ,p LEGEND d 0 PROPERTY LINE -R/W- RIGHT-OF-WAY (ROW) PARCEL LINE EASEMENT - - - - EDGE OF PAVEMENT (EOP) ----------- GRAVEL DRIVE X FENCE - STM STORM PIPE WM WATER LINE - - SANITARY SEWER EASEMENT Q SANITARY SEWER STRUCTURE - SAN SANITARY SEWER PIPE E UNDERGROUND POWER LINE OHE OVERHEAD POWER LINE OVERHEAD POWER STRUCTURE Ck LIGHT POLE G GAS LINE CREEK - POND WETLANDS FEMA 100 YEAR FLOOD FEMA 500 YEAR FLOOD Q TREELINE - - - - - - - CONTOURS SF SILT FENCE roc TREE PROTECTION FENCE - DIVERSION CHANNEL LIMITS OF DISTRUBANCE U TRIBUTARY BOUNDARY SILT FENCE OUTLET � WETLANDS O0 �W V) TOTAL AREA OF DISTURBANCE: 44.5 AC CONSTRUCTION SEQUENCE (PHASE 1) 1. CONTRACTOR TO HOLD A PRE-CONTRUCTION MEETING AND OBTAIN GRADING PERMIT PRIOR TO ANY WORK COMMENCING. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT LOCATIONS SHOWN ON THE PLANS FOR ALL THREE ENTRANCES. INSTALL TIRE WASH IF DIRECTED BY NCDOT OR EROSION CONTROL INSPECTOR. 3. INSTALL TEMPORARY SILT FENCE, AND TREE PROTECTION AT LOCATION SHOWN ON THE PLANS. 4. INSTALL TEMPORARY SEDIMENT BASINS, BAFFLES, AND OUTLET STRUCTURE AS SHOWN ON THE PLANS. STABILIZATION OF BASINS TO BE ESTABLISHED IMMEDIATELY AFTER INSTALLATION. 5. INSTALL DIVERSION DITCHES AS SHOWN. ALONG WITH DITCHES, INSTALL ANY OTHER REMAINING EROSION CONTROL MEASURES. 6. REMOVE TREES, CLEAR AND GRUB SITE PER PLANS UPON INSPECTION APPROVAL. TEMPORARY SEED PER STABILIZATION REQUIREMENTS. 7. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. 8. ESTABLISH PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL SLOPES MUST BE STABILIZED WITHIN 14 DAYS. 9. MAINTAIN SOIL AND EROSION MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED AND INSPECTOR AS APPROVED REMOVAL OF MEASURES. 10. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 11. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. CONSTRUCTION NOTES 1. CONTRACTOR TO MINIMIZE IMPACTS TO EXISTING TREES WHERE POSSIBLE. 2. TO MINIMIZE DAMAGE TO EXISTING TREES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCH ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR ROOTS. 3. SILT FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. 4. PERMANENT GROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICH EVER IS SHORTER. 5. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING. 6. ALL SLOPES 2:1 AND STEEPER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR SUITABLE COMBINATION OF PLANTING AND RETENTION DEVICES. SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH TURF GRASS (E.G. GRASSES THAT NEED TO BE MOWED) BUT WITH OTHER PERMANENT GROUND COVER SUCH AS WEEPING LOVE GRASS (ERAGROSTIS CURVALA), LOW JUNIPERS ETC. NO PERMANENT OVERHEAD SPRAY -TYPE IRRIGATION IS ALLOWED ON SLOPES GREATER THAN 2:1, UNLESS ALLOWED BY PLANNING DIRECTOR. 7. STREETS IN FRONT OF THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES OR WASH STATION WILL BE REQUIRED. NOTES (PHASE 1) 1. ACCESS TO CURRENT RESIDENCE ON PROPERTY SHALL BE MAINTAINED UNTIL ALL PRIVATE UTILITIES AND ROADWAYS HAVE BEEN INSTALLED FOR RELOCATION OF THE PRIVATE RESIDENCE. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT LOCATIONS SHOWN ON THE PLANS FOR ALL THREE ENTRANCES. INSTALL TIRE WASH IF DIRECTED BY NCDOT OR EROSION CONTROL INSPECTOR. 3. INSTALL TEMPORARY SILT FENCE, AND TREE PROTECTION AT LOCATION SHOWN ON THE PLANS. 4. INSTALL TEMPORARY SEDIMENT BASINS, BAFFLES, AND OUTLET STRUCTURE AS SHOWN ON THE PLANS. STABILIZATION OF BASINS TO BE ESTABLISHED IMMEDIATELY AFTER INSTALLATION. 5. INSTALL DIVERSION DITCHES AS SHOWN. ALONG WITH DITCHES, INSTALL ANY OTHER REMAINING EROSION CONTROL MEASURES. 6. REMOVE TREES, CLEAR AND GRUB SITE PER PLANS UPON INSPECTION APPROVAL. TEMPORARY SEED PER STABILIZATION REQUIREMENTS. 7. CLEAN SEDIMENT BASINS WHEN ONE-HALF FULL. 8. ESTABLISH PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL SLOPES MUST BE STABILIZED WITHIN 14 DAYS. 9. MAINTAIN SOIL AND EROSION MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED AND INSPECTOR AS APPROVED REMOVAL OF MEASURES. 10. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 a� wwancell.0 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 a� U-+ � W c � 0 ate--• o 0 CON . c' >zCD poi ? of 11 O M U ui W a- b o z O � z , O=ujN J � p O ti Q � O Q J co ui H E-+ Lu Q Z J 0 _ LL U O Z � O0 �W V) L 2 z Z � QU) 0 Cn Z O 0 ry U F_ Z Z U w O 0 o - U Z (D U O z~ w W 0 Q J 0 LL Q Lu Lu Q U m M O H a elf U U) W 0 W a 0 �* lks\ H CAR "** X16-2017 o = SEAL t ' ' 033448 O GINE:� *11111_'4 1114 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE EROSION CONTROL PLAN PHASE I NORTH SHEET NUMBER C-301 — — — — INTERMITTENT JURISDICTIONAL STREAM INTERMITTENT JURISDICTIONAL -- \ / `' \ f // /---- —�� &OIL — — = \ \ \ \ \ \ \ \ STREAM -st7 \i 4cp �O SILT CE \ \ A / (SEE DE 7 SHEET C-703), LIMITS OF— rI TURBANCE / / / / / / — — _ — - -- — ' — \ TREE PROTECTION FENCE_Now_SE�� (SEE DETAIL 1 SHEET L-200) -�`�� _ 608 RIP RAP APRON (SEE DETAIL 3 SHEET 611 n s C-704) ► C �C 18" PERMANENT — — _ 10 EMERGENCY SPILLWAY ELEV. = 615.50 00 six — — 00 00 I I 1 61 5.�0 I -- - -- 00 I I I 00 to DIVERSION DITCH, 117.40LF@2.0%; I I TRIBUTARY BOUNDARY (SEE DETAIL THIS I I I I I I I I I I I I I I ( I I BAFFLES / (SEE DETAIL 8 SHEET C-703) I ROCK CHECK DAM (TYP) / (SEE DETAIL 4 SHEET C-703) / J_ H W D z U) m z W 0 W U) m m 3 U) W W x J H W 0 Z ¢ m U W L0 0 M U C/) -rn E � m � (D o cu C , o ¢ U �u 00 o� ti -6 o (V U c M cu 03 E U(6 o a_ LL - i 12" SLOPE DRAIN INV. IN= 613.00 I y INV. OUT= 612.00 TOP OF 4' BERM = 617.00 (SEE DETAIL 4 SHEET C-704) SKIMMER SEDIMENT BASIN #1 PHASE 1 OUTLET PIPE — — 1 _ x—► x - Xcn1 -- - / SILT FENCE TREE PROTECTION FENCE o , N N co N ko N M / Ln N ♦ to ,N koN f� I LEGEND OHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE X FENCE 614.5 10,175 RIGHT OF WAY VOLUME OF BASIN PROPERTY LINE ADJACENT PARCEL LINE EASEMENT EDGE OF PAVEMENT (EP) GRAVEL DRIVE TREELINE STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING EXISTING POWER POLE EXISTING GUY WIRE X LIGHT POLE MW MONITORING WELL OS SANITARY SEWER MANHOLE C STORM STRUCTURE �} FIRE HYDRANT WV C WATER VALVE wM WATER METER Q CGAS VALVE Fo FIBER OPTIC EM ELECTRIC METER SIGN 0 J WETLANDS F— C� SWIN TOTAL DISTURBANCE AREA: 42.87 AC SEDIMENT BASIN 1 d DRAINAGE AREATO SEDIMENT BASIN =19.22 DENUDED AREA TO SEDIMENT BASIN= 5.61 VOLUME TO BE DETAINED= (5.61 AC)(1,800 CU.FT/AC) = 10,098 CU.FT SEDIMENT BASIN VOLUMES ELEVATION SQUARE FOOTAGE VOLUME 612 7,478 W m 613 8,514 7,996 614 9,607 91061 614.5 10,175 4,946 VOLUME OF BASIN 22,003 2' (MIN.) TEMPORARY DIVERSION DETAIL NOT TO SCALE COMPACTED SOIL 2:1 SIDE SLOPE (MAX.) STABILIZED WITHIN 7 DAYS DIVERSION DITCH DRAINAGE AREA (ACS) 10 -YR Q (CFS) DEPTH (FT) BOTTOM WIDTH (FT) SLOPE (%) TEMPORARY LINING BASIN #1 0.88 1.17 1.5 2.0 2.0 Jute Net 1 www=811.org 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d N 0 i LL W m ate--• 0 >Zo (U C!J J J 0) Dpi O Of M U Lu W of o z p � I Z _ LLF rn J F- p O ti (IfQ O ¢ J U 0E- H W Q Z J 00 L.L Q U 0 J Z F— C� LU W z p Z U)O 2 Cn z O 0 � � Z z U � `f'Z v w M� O `W LU1 Lu Q 0 J 0 UJ Q Lu to Q U m M 0 H CL Of U U W 0 W a 0 CAR �** X16-2017 •• ES S/ ••.•C = : c SEAL t 033448 p••••tiNiNC.0 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 1 PH 1 DETAIL SHEET NUMBER C-302 J H— w 0 N Z Q m z w 0 w U) m m 3 U) H - w Lu x J H W 0 z Q m U w L0 M U E � m � (D o cu cD o Q U N N O O 00 O ti -6 o ci N U c M cu 03 E UN o a_ LL O \ / WETLANDS - - - Ld WETLANDS o I o ��/ I 602-Ld ------ ___--- - __--------------- _ .-- -_-603 --- - ----- �'-- --604`----- _--605-- _ I ERGY EX 150DUKE EN FJ o-606 ----- ---- JJ ' � / v DB231PG 171 / 6p9 � - 607- -----DB230PG18 I c RIP RAP APRON EE DETAIL3 SHEET --- - 608- T, - --_- ��--- -----_---- �i IIdV.OUT=607.75 ' C-704) -609 W 10'EMERGENCY I -- ----- 610- 51.65 LF OF 15' \ - 10EMERGENCY / __----/ / \ - @ 611.00 PIPE @-0..50% LET N� SPILLWAY ELEV. /�/ - -611 -s-- =e---____ TEMPORARY OUT om _ 44 \ \ sai LIMITS OF sF 60 - - DISTURBANCE \ F X / 610goo 612 A SILTFENCE saw (SEE DETAIL 7 SHEET C-703) goo low�612.50 1 Ld � \goo � I I I � 613 I 608 o TRIBUTARY BOUNDARY TEMPORARY RISER STRUCTURE 1 'l? I ` � TREEPROTECTIONFENCE 6� 6�q - 9 INV.VN=608 I \ / (SEE DETAIL 1 SHEET L 200) 2.0" SKIMMER X I / 111- L _ _ - - - - - - - - WITH 1:6" ORIFICE _ - - - - 62p (SEE DETAIL 10 SHEET C-703) 615---\� �/ 621 X ,� , / V' / / \ BAFFLES o \ 622 M / A \ / / ---616 -- t x X I / I \ ✓ o N \ \ \ TEMP. ✓ / / A \ / / \ SKIMMER CIA\ \ \ SEDIMENT N \ \ BASIN #1A o \ \ \ \ V 608 / / / / clk 617 \ \ \ \ .610 --- 612 / / / o / 6�5/. � // -------818-- o�� DA BASIN 1A: 2'AC - -- - ---619-- I� o DISTURBED AR \\ 611 ' i -- o - --- 620--�I I\ - -----� , LIMITS OF 1 ---/ _ / ' DISTURBANCE o I - 621- / -620'- I _- - - SILT FENCE I � v �1 - - — 1 � \ ------621 - � ASF=S- -moo SF \ - - 622 - Im am -- - - I - - �_� _ --- \ \ \ -- 623 - SKIMMER SEDIMENT BASIN #1A PHASE 1 i r_:r=r_:nin ZOHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE X FENCE c/)? RIGHT OF WAY VOLUME OF BASIN PROPERTY LINE ADJACENT PARCEL LINE EASEMENT EDGE OF PAVEMENT (EP) -- GRAVEL DRIVE TREELINE STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING EXISTING POWER POLE Q EXISTING GUY WIRE LIGHT POLE MW MONITORING WELL OS SANITARY SEWER MANHOLE 0 STORM STRUCTURE �} FIRE HYDRANT WV x WATER VALVE wM WATER METER GV U GAS VALVE Fo FIBER OPTIC EM ELECTRIC METER SIGN O0 WETLANDS i TOTAL DISTURBANCE AREA: 42.87 AC SKIMMER BASIN 1A d 0 DRAINAGE AREATO SKIMMER BASIN =2.58 DENUDED AREATO SKIMMER BASIN= 2.58 VOLUME TO BE DETAINED = (2.58 AC)(1,800 CU.FT/AC) = 4,644 CU.FT SEDIMENT BASIN VOLUMES � ELEVATION SQUARE FOOTAGE VOLUME 608 1,784 W m con) 609 2,380 2,082 610 3,047 2,714 c/)? � p VOLUME OF BASIN 4,796 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N � ralina wIwtIlr. icon -- LL 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N � LL W m con) � O 0 C N . Q Z c/)? � p O � 00Lu U W 0� o rn O=LLN J � p O ti Q (If O Q J U ccs H a W Q Q Z J 0 L.L Q U J O0 Z W Cq � o z Z � _ U) 0 0— Cf) Z Q O 0 � � Z z U � `f' z c) w OCa- 7 Z LU Z ~ W Q 0 J 0 LLJ Q w U) Q U m M O H CL elfU U) Lu 0 Lu a 4t _oH C A �0,**X16-2017 O�.oFESS/o��i� = SEAL t 033448 Ci N E�.0 1, O . •.......• I11� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 1A PH 1 DETAIL SHEET NUMBER C-303 J_ Q H— W 0 M Z_ N Q m H Z W 0 W U) m m U) W W x m J H W 0 Z Q m U III L0 0 M 0 E � m � (D o cu C o Q U O M N O O 00 O ti -6 o N U c M cu 03 E UN o EL LL V � x LLVX1 co v m i Am�� O� sun RIP RAP APRON 41 J< - -- (SEE DETAIL 3 SHEET 592 - -- -- C-704) _ - - 593 _ - - N ' .10' EM ERGENCY @ELE V5955594 x SPILLWAY 30" PERMANENT -- - - OUTLET PIPE I �� o - _ - SILT FENCE 59E ' X X—X=� o o co o TREE PROTECTION FENCE g� Cl SFS -gig XSFX_/ C14 �0 `O 0 �XX Elli - _ I I \ A - - --_-_ ' 99 5 - ---------- C 597 60 _ - - 595 \ \ \ - - BOUNDARY � \ TRIBUTARY --- --- 593 - - - - -- i PERMANENT OUTLET � STRUCTURE -- - - - - - - - /� 4ti(SEE DETAIL SHEET C-510) 2.5" SKIMMER } >c 602 / WITH 2.4" ORIFICE \ 663 / + BAFFLES I 126' \ 604, + TEMP. / I SKIMMER I I I 606 O - SEDIMENT + / I o u) a, �^ BASIN #2 / I ^ / / Ln \ X I I N/ / I �o -- 606... 608 _ X�-� \ \ 593 X \ 609 - _ z� _ I \ _ - 610 , -- 595 \ \ 611 \ 597 \ \ \ `° � \ 601 \ I ` \ � 609 �� 00 LIMITS OF DISTURBANCE �I 603 \ \ \ I I y9 605 1 \ \ \ \ \ I \\ I \ r DA BASIN 2: 7.35 AC DISTURBED AREA: 6.38 AC SKIMMER SEDIMENT BASIN #2 PHASE 1 603 604 605 606 i r-:r=r-:nin ZOHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE X FENCE ca c/) RIGHT OF WAY VOLUME OF BASIN PROPERTY LINE ADJACENT PARCEL LINE EASEMENT EDGE OF PAVEMENT (EP) GRAVEL DRIVE TREELINE STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING EXISTING POWER POLE Q EXISTING GUY WIRE X LIGHT POLE MW MONITORING WELL 0 SANITARY SEWER MANHOLE C STORM STRUCTURE �} FIRE HYDRANT WV C WATER VALVE wM WATER METER Q CGAS VALVE Fo FIBER OPTIC EM ELECTRIC METER L.L SIGN 0 WETLANDS i TOTAL DISTURBANCE AREA: 42.87 AC SKIMMER BASIN 2 d 0 DRAINAGE AREATO SKIMMER BASIN =7.35 DENUDED AREATO SKIMMER BASIN= 6.38 VOLUME TO BE DETAINED = (6.38 AC)(1,800 CU.FT/AC) = 11,484 CU.FT SKIMMER BASIN VOLUMES � ELEVATION SQUARE FOOTAGE VOLUME 593 8,171 W m 594 9,284 8,728 595 10,454 9,869 ca c/) ? p VOLUME OF BASIN 18,597 Iorth d 0 N � - re wW na.,,, W.11�$71.O1'g u- 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N � u- W m U) � 0 o 0 m N . >z� ca c/) ? p 0 00ui U W o rrn 0=L� J � p O CD U) Q � Q OJ U co Lu H W Q Q Z J 0 L.L Q U L.L 0 J Z F- C LU LU z Q Z 0 � U) 2 cf) Z O 0 Cv Z z U � `f' zc) w O Q- 7 Z LU Lu Q 0 J L Q w U) Q U m Z 0 i= CL elfU U) W 0 W a 4k A6)0**''16-2017 O ;• ESS •.� i oI%l tof = SEAL t 033448 -p�'••ti�iNC�' ,� 1, O . •.......• 11" l-'4 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 2 PH 1 DETAIL SHEET NUMBER C-304 J H W 0 d - z m Z W 0 W U) M M H 3 U) W W 2 J H W 0 Z co m U III L0 0 M 0 E � m � NI (D o cu (D o Lo Q U M N O O 00 O ti -6 o (V U c M cu 03 E U(6 o a_ LL 1 rr♦rK ire OHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER Wm- WATER MAIN GAS LINE -STM STORM PIPE � \ � _ �- �_ \ ♦♦ ��\ �� --� �� XFENCE \ RIGHT OF WAY 'LIMITS OF + PROPERTY LINE DISTURBANCE \ \ \\ _ - - ADJACENT PARCEL LINE EASEMENT �kVWAIV ANN�441 T ♦ �/� / EDGE OF PAVEMENT (EP) �XO GRAVEL DRIVE \ -- SILT FENCE _-- - ` / TREELINE S '/ \` TREE PROTECTION FENCE � STREAM POND FEMA 100 YEAR FLOOD h TRIBUTARY BOUNDARY\ \ ♦ A \ V A �\ / \ ♦ -------- CONTOURS -i q, A V A _ \ \ LIMITS OF CLEARING EXISTING POWER POLE EXISTING GUY WIRE \ \ V A ♦ A v v7�� y v X LIGHT POLE PERENNIAL v V- STREAM V A MW MONITORING WELL SANITARY SEWER MANHOLE 0 STORM STRUCTURE �} FIRE HYDRANT DIVERSION DITCH V A \ \ V A _ - - - WV 426.30 LF @ 2.70%\ ` \ \,\ \ \ _ _ _ - - \ \ \ \ \ ` - - - x WATER VALVE V v v 100 YEAR FEMA wM WATER METER \ - - - - - GV FLOODPLAIN GAS VALVE ,, -- X y 41t*\ I Fo FIBER OPTIC f� EM ELECTRIC METER ROCK CHECK DAM \ �(0 4%�\ \ SIGN YP)T (SEE DETAIL 4 SHTEET h ) / / WETLANDS C-704) 592.00 12" SLOPE DRAIN rV u- INV. IN 592.00 INV. OUT=582.00 0) I PERMANENT RETAIN�I♦1G WALL TOP OF 4' BERM=596.00 h cb y, �(0 h � (97u- .76' .76, FERMAN T OUTLET v I STRUCTURE RIP RAP APROPJ h`b (SE ETAIL SHEET(SEE DETAIL 3 SHEET )' DA BASIN 3:6.46 AC C -511 C-704) DISTURBED AREA: 6.22 AC c 4 } 2.5" SKIMMER k 18PERMANENT TEMP. WITH 2.4" ORIFICE " I } SKIMMER I I OUTLET PIPE SEDIMENT y I t BASIN #3 \ >c BAFFLES N 12" SLOPE DRAIN INV. IN=592.00 } INV.OUT=582.00 I 1 TOP OF 4' BERM=596.00 I \ I 582 <n / DIVERSION DITCH 584 102.70 LF @ 3,60% � i 586 , - / 52.00 588 so 590SF =S -X S� I \I 591 �� SILT FENCE �� A ON MIN M ANN- NO-01IIIIIIi-00 TREE PROTECTION FENCE _ -- --- 95.70 - ' _ - 100 i _ x Volk - 00 / low - \ / _ ----------- SKIMMER SEDIMENT BASIN #3 PHASE 1 TOTAL DISTURBANCE AREA: 42.87 AC SKIMMER BASIN 3 DRAINAGE AREA (ACS) DRAINAGEAREATO SKIMMER BASIN =6.46 DENUDED AREATO SKIMMER BASIN = 6.22 VOLUME TO BE DETAINED = (6.22 AC)(1,800 CU.FT/AC) = 11,196 CU.FT SKIMMER BASIN VOLUMES SLOPE (%) ELEVATION SQUARE FOOTAGE VOLUME 582 6,236 4.59 583 7,172 6,704 584 8,165 7,669 585 9,215 8,690 VOLUME OF BASIN 23,063 2' (MIN.) ---- ,.,,,, TEMPORARY DIVERSION DETAIL NOT TO SCALE DIVERSION DITCH DRAINAGE AREA (ACS) 10 -YR Q (CFS) DEPTH (FT) BOTTOM WIDTH (FT) SLOPE (%) TEMPORARY LINING BASI N #3 Bottom Si de 0+00-2+64 3.67 4.59 1.5 2.0 3.5 Straw with Net BASI N #3 Bottom Si de 2+64-5+63 3.67 4.59 1.5 2.0 1.2 Si ngl e Fi bergl a ss Rovi ng BASI N #3 Bottom Si de 5+63-6+66 3.67 4.59 1.5 2.0 3.6 Straw with Net BASIN #3 Top Side 0+00-4+26 1.74 2.28 1.5 2.0 2.7 Single Fiberglass Roving 7 www.n�871.org 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o cj N 0 i LL W m ate--• � 0 O 0 00 N . 'I- Z CU CU c/)? � p - O Of 000u- LZ W of o z O I _ LL rn J � p O ti Q � c)Q J U �� H W Q Q Z J 0 L.L Q U L.L 0 J Z F C� W z Q Z Cf) Z 0 0 M Z z U � `f' zc) w M� OW Z Z (DLu Q U 2-7 Lu Q 0 J Lu 0 Q Lu U) Q U m M 0 H CL elfU U) W 0 W a 0 4t CAR�** X16-2017 ;•'ESS/'•.� / c SEAL t 033448 = • I, O . •.......• *111� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 3 PH 1 DETAIL SHEET NUMBER C-305 i r-:r=r-:nin ZOHE OVERHEAD POWER \ E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN O GAS LINE l —STM STORM PIPE \\ X FENCE V - �7W— RIGHT OF WAY PROPERTY LINE LIMITS OF ADJACENT PARCEL LINE ,\\ \ \ \ \ f DISTURBANCE — — EASEMENT v v \ \ \ C EDGE OF PAVEMENT (EP) SIL T.FENCE GRAVEL DRIVE \ TREE PROTECTION FENCE TREELINE STREAM \ \ , TRIBUTARY\BOUNDARY POND X ` FEMA 100 YEAR FLOOD \ \ PERMANENT RETAINING WALL CONTOURS LIMITS OF CLEARING RIP RAP APRON (SEE DETAIL 3 SHEET EXISTING POWER POLE C-704) 100 YEAR FEMA EXISTING GUY WIRE Of- \ \ ��ar x FLOODPLAIN LIGHT POLE MONITORING WELL S S SANITARY SEWER MANHOLE C 30" PERMANENT C STORM STRUCTURE � \ OUTLET PIPE C FIRE HYDRANT wv 10' EMERGENCY \ C WATER VALVE SPILLWAY @ ELEV. 587.50 wM WATER METER GV C GAS VALVE 1-4 \ \ p f PERMANENT OUTLET �� Fo FIBER OPTIC STRUCTURE (SEE DETAIL SHEET \ EM ELECTRIC METER C-512) \ 3.0" SKIMMER , SIGN DIVERSION DITCH � � ITH 2.6" ORIFICE , X 2@ 1.03% \� \ C I �■ [ / / T/ / % WETLANDS 12" SLOPE DRAIN INV. I N=588.90 INV. OUT= 582.00 TOP 4' BERM=594.00 J W 0 z m H z W 0 W U) M M 3 U) W W x J H W 0 Z Q m U W L0 0 M 0 E � m � (D o cu cD , o Q U o cu �o 00 0 ti -6 o c- (V U c M cu 03 E U(6 o a_ LL DA BASIN 4:15.84 AC DISTURBED AREA: 8.65 AC 12" SLOPE DRAIN INV. I N=586.00 INV. OUT= 582.00 TOP 4' BERM=590.00 ROCK CHECK DAM J \ (TYP) , (SEE DETAIL 4 SHEET C-704) DIVERSION DITCH \ , 323.90 LF @ 2.32% , \ , SKIMMER SEDIMENT BASIN #4 PHASE 1 TOTAL DISTURBANCE AREA: 42.87 AC SEDIMENT BASIN 4 DRAINAGE AREA (ACS) DRAI NAGE AREA TO SEDI MENT BASI N = 15.84 DENUDED AREA TO SEDI MENT BASI N = 8.65 VOLUME TO BE DETAINED = (8.65 AC)(1,800 CU.FT/AC) = 15,570 CU.FT SKIMMER BASIN VOLUMES BOTTOM WIDTH (FT) ELEVATION SQUARE FOOTAGE VOLUME 582 8,987 2.53 583 11,389 10,188 584 12,842 12,116 585 14,416 13,629 VOLUME OF BASIN 35,933 2' (MIN.) ---- ,.,,,, TEMPORARY DIVERSION DETAIL NOT TO SCALE DIVERSION DITCH DRAINAGE AREA (ACS) 10 -YR Q (CFS) DEPTH (FT) BOTTOM WIDTH (FT) SLOPE (%) TEMPORARY LINING 3ASIN#4 Bottom Side 0+00-3+24 2.53 3.72 1.5 2.0 2.3 Single FiberglassRovin€ BASIN #4 Top Side 0+00-2+53 3.52 3.77 1.5 2.0 1.3 Jute Net www,nc87l.org 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o cj 0 N i LL_ W H m CO)'). o 0 co N C � N N >Zo (U c/)? p O Of 00 U W of o Z O E Z , C'4J 0 = LL p O ti Q O Q J U �� H W Q Q Z J 0 L.L Q U L.L 0 J Z F— C LU LU z Q Z _ cf) Z ^ 0 0 � � Z z U � `f'Z v w M� O W 7 Z Z (DLu Q U 2-7 Lu Q 0 J Lu 0 Q Lu U) Q U m M 0 H CL elfU U) W 0 W a 0 4t C-16-2017 X16-2017 41 •...... % = : c SEAL t 033448 �••••;�GINC�: ,T 1, O . •...•..•• I11� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 4 PH 1 DETAIL SHEET NUMBER C-306 W Q z J CL J O H z O U z O U O w W N 0 M U ca H 3 W EL z J EL J O H Z O U Z O u) O ry W 0 M cn rn E ) ca (1) (D o cu C o Q U � cu 00 �o 0 ti -6 �o o ci N U � C M � a `3 E c�oi N O O a_ LL MATCHLINE - SHEET 308 595— -5428 HUDSON CH C H R. O D BILLY RA D=SE DB4 G 14�j�-A \-1 1sy0- J \vj te 6 o � A— A I \\=\ \\\ \ \ \ \\— \0 \\\ \ I \ \\ \ \\\ \\\ \6 ED: -40�EN REA 605 —580 STREAM / JAMES R. & EDITH 660 _640. K.EFIRD LLIMITS OF \ v\615 \ / PART OF TRACK 2-C �uj 7 v\\ DS6U�BAE PC F FILE 970 VA p INLETDB 1260 PG 756 A �V PROTECTIONP 4A _,5(TYP.) 7ONEDR-40624 — 6 '670- 0 59 or- / 7 7 h o SKIMMER 63%0ERby DUKE SIN #3 RW A BASIN 3: 6.05 AC / / MIKE 0Y 1 PG 1 ISTURBED AREA: 581 ACTRACK330 PPC G FILE 556 PIN#06042009B ZONED: R-40 / % TIMOTHY J. & RENEE oB. GALINSKI w w o Ao TRACT 2-D 0 g0PC G FILE 55 DB 1675 PG 881 PIN# 060420090 ZONED: R-40 620 \ AL v <X. G6VEL/DRIVEWAIj z 615 j F 'W R� DISTURBANCE610 L LLI IN-TERMTTENT 59URISDICT PE fiENNREAM JURISDICTIOL NA_00 STREAM 6597 C)oJ 5 v _ \\\ \ LtMITS OF \ I/ \\/ \/\\\ \ MERSKIM-DISTURBANCE BASIN #2 — 5950L 25— �TEMP. SKIMMER —o BASIN #1 6 -630 \V 63 \ PAULD.\LISA M. HAYNESX. FENCE DB 6477 PG 194 620 PIN# 06024004A 635- — -o ZONED,R-4P 4 DA BASIN 1: 6.71 AC URBED AREA: 6.01 AC LEAND E5 J ASIN 1:6.77 AC LO 630 PROTECTION CHRISTOPHER (TYP.) 62 \ B. MANUS DB 5696 PG 81 PIN# 06042011 0�0QSTR CI ZONED: R-40 ENT AN (SEE -DETAIL 1 SHE 1.0 _ C-803 35 p _71I 17 9, X 20'CbNSTRUCTION C',ENTRA CEIC-80EE R I '=624.79 PO RC, R 1-1357 W(�' B��C RM) /W i D SR 157 EX. 18" RCP; TTER 65PUBLIC R/N INv=602.78' JAMES F. MCCO_Y w INV 602.22 WILL 89EPG409 PN#0604201-0 ZONED: R-40 > ci f \\V\\V \\ \\ \/ \ \\\1\\\I \\\\ \ \\ /\I \1\ \ \ \ \\ \ \ � \A \ \ \ r�\ \\ �\\ — \ - y --- J��/ ___---- V,Q, 635------- �� / / / / / / / _ o—vo C / LEGEND TOTAL AREA OF DISTURBANCE: 44.5 AC CONSTRUCTION SEQUENCE (PHASE II) 1. MAINTAIN PERIMETER SILT FENCE. REPLACE AND/OR REPAIR AS NECESSARY. 2. MAINTAIN CULVERT, ROCK PIPE INLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. REPLACE AND/OR REPAIR AS NECESSARY. 3. BRING SITE TO GRADE FOR PARKING LOT, SIDEWALK, AND BUILDING. 4. INSTALL ANY UNDERGROUND CABLES OR TRANSFORMERS. 5. INSTALL CURB & GUTTER, SIDEWALKS AND STORM DRAIN SYSTEM. AS STORM STRUCTURES ARE INSTALLED; INSTALL COMPOST SOCKS. 6. WHEN SITE IS READY FOR PAVING; REMOVE GRAVEL CONSTRUCTION ENTRANCE, AND BRING AREA TO GRADE PER PLAN. 7. INSPECT, CLEAN OUT AND/OR REPAIR ROCK PIPE INLET PROTECTION. 8. ONCE AN AREA OF CONSTRUCTION HAS BEEN BROUGHT UP TO GRADE APPLY PERMANENT SEED PER PLAN. 9. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 10. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AL LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. 11. LANDSCAPE PER PLAN. 12. ONCE SITE IS STABILIZED REMOVE SEDIMENT AND EROSION CONTROL MEASURES. CONSTRUCTION NOTES. 1. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE TO THE TOWN/COUNTY ENGINEERING DEPARTMENT. 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS. 3. IN ADDITION TO NPDES INSPECTION REQUIREMENTS, EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSEPCTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE: HTTP://PORTAL. NCDENR.ORG/WEB/IR/EROSION. 4. NOT EVERY PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT A LIST OF PHASES MAY INCLUDE: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, INSTALLATION OF SEDIMENT TRAPS/BASINS, CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION, INSTALLATION OF MEASURES DURING ANY PHASE OF PROJECT, COMPLETION OF CONSTRUCTION OR DEVELOPMENT, INSTALLATION OF STORMWATER RETENTION MEASURES, QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. CONTACT NCDENR AT 704-663-1699 WITH QUESTIONS REGARDING THE SELF -INSPECTION PROGRAM. PROPERTY LINE — — RIGHT-OF-WAY (ROW) — — — — — — — SETBACK ! LL W vi1-0 PARCEL LINE aim: Iir CONCRETE SIDEWALK - www.ncfl.ar BACK OF CURB (BC) LL EDGE OF PAVEMENT (EP) W o rn — CENTER LINE OF PAVEMENT STORMWATER EASEMENT SANITARY SEWER EASEMENT FEMA 100 YEAR FLOODPLAIN CREEK — POND - - - STREAM SETBACK a W LANDSCAPE BUFFER TREELINE — — — — — — — CONTOURS SF SILT FENCE roc TREE PROTECTION FENCE — DIVERSION CHANNEL Q LIMITS OF DISTRUBANCE Z SILT FENCE OUTLET J WETLANDS OINLET PROTECTION TOTAL AREA OF DISTURBANCE: 44.5 AC CONSTRUCTION SEQUENCE (PHASE II) 1. MAINTAIN PERIMETER SILT FENCE. REPLACE AND/OR REPAIR AS NECESSARY. 2. MAINTAIN CULVERT, ROCK PIPE INLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. REPLACE AND/OR REPAIR AS NECESSARY. 3. BRING SITE TO GRADE FOR PARKING LOT, SIDEWALK, AND BUILDING. 4. INSTALL ANY UNDERGROUND CABLES OR TRANSFORMERS. 5. INSTALL CURB & GUTTER, SIDEWALKS AND STORM DRAIN SYSTEM. AS STORM STRUCTURES ARE INSTALLED; INSTALL COMPOST SOCKS. 6. WHEN SITE IS READY FOR PAVING; REMOVE GRAVEL CONSTRUCTION ENTRANCE, AND BRING AREA TO GRADE PER PLAN. 7. INSPECT, CLEAN OUT AND/OR REPAIR ROCK PIPE INLET PROTECTION. 8. ONCE AN AREA OF CONSTRUCTION HAS BEEN BROUGHT UP TO GRADE APPLY PERMANENT SEED PER PLAN. 9. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 10. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AL LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. 11. LANDSCAPE PER PLAN. 12. ONCE SITE IS STABILIZED REMOVE SEDIMENT AND EROSION CONTROL MEASURES. CONSTRUCTION NOTES. 1. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE TO THE TOWN/COUNTY ENGINEERING DEPARTMENT. 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS. 3. IN ADDITION TO NPDES INSPECTION REQUIREMENTS, EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSEPCTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE: HTTP://PORTAL. NCDENR.ORG/WEB/IR/EROSION. 4. NOT EVERY PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT A LIST OF PHASES MAY INCLUDE: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, INSTALLATION OF SEDIMENT TRAPS/BASINS, CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION, INSTALLATION OF MEASURES DURING ANY PHASE OF PROJECT, COMPLETION OF CONSTRUCTION OR DEVELOPMENT, INSTALLATION OF STORMWATER RETENTION MEASURES, QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. CONTACT NCDENR AT 704-663-1699 WITH QUESTIONS REGARDING THE SELF -INSPECTION PROGRAM. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION 0 o d rt 1 ! LL W vi1-0 o aim: Iir I - www.ncfl.ar 0o U oLLI � LL 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION 0 o d a� i ! LL W vi1-0 o . CL > z ca ?000 °� 0o U oLLI � LL W o rn LL I Lu rl- O=WC'4 0 O tiU) Q Q J OLu a W O Q Z J O U U) N Lu O V) L z z Q U O n Cf Z O o O 0 � U z0 z cv Lu O Q Z ( Q U Oz ~ w Q Q J 0 Q W W Q U 3: m M O CL elfU U) W 0 W a 0 4t C A /y**�-16-2017 4. O<•oF ES S�o�•• �� - SEAL ' - 033448 = ♦ • • • j �••••�CiN\.0 1, O . ••••••••• I11� ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE EROSION CONTROL PLAN PHASE II SOUTH SHEET NUMBER C-307 W Q z J CL J O z O U z O U w W M O M U ca 3 W CL z J CL J O H Z O U Z O U) O ry W 0 M cn rn E ) co (1) (D o cu (D , o Q U ocu 00 00 ti -6 �o o m - N U C M cz a `3 E UN O O a_ LL -� VA VAA v ///////i vvv�_620__ _ 1111 630-� Eos / --� -- \ iii/ii/ --- / —635 0/ `6,0 v v—/ // \- A V vvvvvvv � vv v V A\\ I I / /IIII I I I I I\ -----_ v v v/ I l l l l/ V A \ V A\\\ \\\ \ I I 1 I I I 1 111 1, -✓ Ex. FENCE III v V A A I 1 1111 // //1/IIIII l l l l l \ 615 � I KNIGHT & DAVIS m\\WI \\III CONSTRUCTIO'N GROUP LLI 4B 6592 PG 494 I I I I I I I \�%/�PIN# 06021003 620— ZONED:�- � / _- ___ A\\VIVA\�VI� \\ � � l 1 1 / / l l / / / 1 � � LARRY & VIRDI DEESE L / l / l / l I I V p� Fti��A�\\\ vvv v - _� DB 234 PG 330 - _ �' \ �\�A�\ � PfN#06021002] — _/ / / / / / // // /// / / / /1 ' -- v> / i / // / / / // / / / // / / / / / / �/ ✓ �s9\ FEMA ZONED R -4�0 FLOODWAY6v I\)1 ��A\ / 620 / / / L.HOWRf7THACKER DB3256PG594 PIN#06021004- / / / l / /� /' �'580- ZONED: -COMMON AREA I I, / / / / 1 I / PCJFILE 178�'\A /// ) / /I lel I L 100 YEAR FEMA / I / I I / PIN# 07123187 v / / ) I I I - FLOODPLAIN ZONED: R40 EX.RWER REMAIN TEMP./ 6 INLET SEDIMENT - - _ A� ' \ \� ✓/ l / ROTECTION BASIN #4 _EX 24" RCP / / /(TYP:) INV = 608.35 i' i X. GRA EL DRIVE -� - L EX 8" PVC WATERLINE / V A V / A \ TO REM VED& �� , A \ \ - J.� REPLAC D WITH ASPHALT HUDSON CHURCH RD SR 1356 \- -JI� / o , / DA BASIN 4:18.30 AC 9/jj I r --i cne �"�' ir+ 20 STRUCTIO DISTURBED AREA: 11.16 AC - - - - --_- - 95' X 'CON N -- RANCE � � SFE ETAIL 1 SHEET C-803) \ I V I I - I / / / -- - - - - - - - - _ - - REELINE \ TO EMAIN v / I I I I II i lIl I C 0,= \ - I 1 / - LIMITS OF _ - 1229 �I EX�"2 CP \ \ _6 - EX. FENCE INV = 612.30 - O - \ \ Sg DISTURBANCE / I 111 III INV = 608. \ - _ 600 >`� o NV - 607.29--1 / \ � I(TYP.) - - - _I EX. 450E - _�-- _ - - ----- - C,17 l WETLANDS - l \ \ \ \ - �r 0 - I -/-- / 4 I HGH E. WHITE, JR: &JAN H. WHITE PART OF ,\� 0 - \ - -296 PG 186 PIN 06042007B ZONED: R-40,,\ \ \ \ 1 \ \\O \I I I I I / / / / \' / 'i / 6 - \\ D 7 TO REMAIN \ \ \ \ \ (DND \ \ > > I _ ( MATCHLINE - SHEET 307 / L '/ I / /� /111 // � 0 t I / / 1 / / / / p I I'iI IIIIIIII/ (N /� / N� 1 1 1 IIII I IIIII�IIIIIIIIII� I II / � — III III I 1111 IIII II I 11 \ I I 1\ I I 1 �N�� I i/ / I I I I I IIII IIII Ill ////�jIIl�III/llI//IIl�I/IIIp qHI1II1I/II///l/ll SNE - -so %_ ,6� / / , / / h� / // l s f�i �/� — — — ♦`�/ii / l f 1 /I I 1 \ 0 /ii!, s / / \\ / / ' /// / // ��< / 11 III IIII 1 \ _ 5428 HU ON CHURCH ROAD BILL RAY DEESE \ \ DB 23 PG 14- _ PIN #.06021006- --- — _ ZO D: R-40- - _ / / 11//�i/ / / / / �l�- LEGEND CONSTRUCTION SEQUENCE (PHASE II) 1. MAINTAIN PERIMETER SILT FENCE. REPLACE AND/OR REPAIR AS NECESSARY. 2. MAINTAIN CULVERT, ROCK PIPE INLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. REPLACE AND/OR REPAIR AS NECESSARY. 3. BRING SITE TO GRADE FOR PARKING LOT, SIDEWALK, AND BUILDING. 4. INSTALL ANY UNDERGROUND CABLES OR TRANSFORMERS. 5. INSTALL CURB & GUTTER, SIDEWALKS AND STORM DRAIN SYSTEM. AS STORM STRUCTURES ARE INSTALLED; INSTALL COMPOST SOCKS. 6. WHEN SITE IS READY FOR PAVING; REMOVE GRAVEL CONSTRUCTION ENTRANCE, AND BRING AREA TO GRADE PER PLAN. 7. INSPECT, CLEAN OUT AND/OR REPAIR ROCK PIPE INLET PROTECTION. 8. ONCE AN AREA OF CONSTRUCTION HAS BEEN BROUGHT UP TO GRADE APPLY PERMANENT SEED PER PLAN. 9. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 10. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AL LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. 11. LANDSCAPE PER PLAN. 12. ONCE SITE IS STABILIZED REMOVE SEDIMENT AND EROSION CONTROL MEASURES. CONSTRUCTION NOTES. 1. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE TO THE TOWN/COUNTY ENGINEERING DEPARTMENT. 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS. 3. IN ADDITION TO NPDES INSPECTION REQUIREMENTS, EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSEPCTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE: HTTP://PORTAL. NCDENR.ORG/WEB/IR/EROSION. 4. NOT EVERY PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT A LIST OF PHASES MAY INCLUDE: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, INSTALLATION OF SEDIMENT TRAPS/BASINS, CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION, INSTALLATION OF MEASURES DURING ANY PHASE OF PROJECT, COMPLETION OF CONSTRUCTION OR DEVELOPMENT INSTALLATION OF STORMWATER RETENTION MEASURES, QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. CONTACT NCDENR AT 704-663-1699 WITH QUESTIONS REGARDING THE SELF -INSPECTION PROGRAM. PROPERTY LINE RIGHT-OF-WAY (ROW) - - - - - - - SETBACK PARCEL LINE irol, CONCRETE SIDEWALK BACK OF CURB (BC) www.nc EDGE OF PAVEMENT (EP) - CENTER LINE OF PAVEMENT STORMWATER EASEMENT SANITARY SEWER EASEMENT FEMA 100 YEAR FLOODPLAIN CREEK — POND - - - STREAM SETBACK LANDSCAPE BUFFER TREELINE ------- CONTOURS SF SILT FENCE xa TREE PROTECTION FENCE - DIVERSION CHANNEL O LIMITS OF DISTRUBANCE SILT FENCE OUTLET WETLANDS OINLET PROTECTION CONSTRUCTION SEQUENCE (PHASE II) 1. MAINTAIN PERIMETER SILT FENCE. REPLACE AND/OR REPAIR AS NECESSARY. 2. MAINTAIN CULVERT, ROCK PIPE INLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE. REPLACE AND/OR REPAIR AS NECESSARY. 3. BRING SITE TO GRADE FOR PARKING LOT, SIDEWALK, AND BUILDING. 4. INSTALL ANY UNDERGROUND CABLES OR TRANSFORMERS. 5. INSTALL CURB & GUTTER, SIDEWALKS AND STORM DRAIN SYSTEM. AS STORM STRUCTURES ARE INSTALLED; INSTALL COMPOST SOCKS. 6. WHEN SITE IS READY FOR PAVING; REMOVE GRAVEL CONSTRUCTION ENTRANCE, AND BRING AREA TO GRADE PER PLAN. 7. INSPECT, CLEAN OUT AND/OR REPAIR ROCK PIPE INLET PROTECTION. 8. ONCE AN AREA OF CONSTRUCTION HAS BEEN BROUGHT UP TO GRADE APPLY PERMANENT SEED PER PLAN. 9. ADDITIONAL SEDIMENT AND EROSION CONTROL MEASURES MAY BE REQUIRED IF DEEMED NECESSARY BY THE OWNER, CONTRACTOR, COUNTY OR NCDENR. 10. INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND AL LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED. 11. LANDSCAPE PER PLAN. 12. ONCE SITE IS STABILIZED REMOVE SEDIMENT AND EROSION CONTROL MEASURES. CONSTRUCTION NOTES. 1. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE TO THE TOWN/COUNTY ENGINEERING DEPARTMENT. 2. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS. 3. IN ADDITION TO NPDES INSPECTION REQUIREMENTS, EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE REQUIRED. A SAMPLE SELF-INSEPCTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEB SITE: HTTP://PORTAL. NCDENR.ORG/WEB/IR/EROSION. 4. NOT EVERY PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT A LIST OF PHASES MAY INCLUDE: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, INSTALLATION OF SEDIMENT TRAPS/BASINS, CLEARING AND GRUBBING OF EXISTING GROUND COVER, COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION, INSTALLATION OF MEASURES DURING ANY PHASE OF PROJECT, COMPLETION OF CONSTRUCTION OR DEVELOPMENT INSTALLATION OF STORMWATER RETENTION MEASURES, QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. CONTACT NCDENR AT 704-663-1699 WITH QUESTIONS REGARDING THE SELF -INSPECTION PROGRAM. 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION O d 0 a� irol, a _ www.nc fl.0 � Z W ? O 0 50 100 200 1 INCH = 100 FEET PRELIMINARY - NOT FOR CONSTRUCTION O d 0 a� LL W L: 00 � 00)O !] � N Q � Z W ? 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NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE EROSION CONTROL PLAN PHASE II NORTH SHEET NUMBER C-308 J W 0 z m z W 0 W U) ca H- 6) W W U) J W 0 z M N W U W 1.00 M U E (3) m � (D o cD o ¢ U ocu cu 0 00 ti -6 o N U c M cu M E UN o a_ LL / / _ i -- — — — — - - INTERMITTENT URI DIPTIO'IVAL INTERMITTENT JURISDICTIONAL STREAM- \ -- SILT CE- _ ,- LIMITS OF ' 10EMERGENC \- TURBANCE SPILLWAY----- \ .: ELEV. = 615.50 - co / TREE PRO ION FE \ Now f RIP RAP APRON o 610 , _ fC-704 6RDETAIL 3 SHEET 12 I \ �N_�CD 613 I rn to / ' \ z615 18" PERMANENT 4 I � OUTLET PIPE \ \ 0-�I 616 141 �� x x SF �x615 614/ 1� I x 613 � "Wall tJ co 12 624 CC -,,) O' � ■ \ � i I x 6�6 ��_ SILT FENCE ■ ■ ■manna ■ ■ \ I II I I PERMANENT OUTLET _SF_ _ I STRUCTURE I _ ■ �I� I I I (SEE DETAIL SHEET I I C-509) I■i I + 2.5" SKIMMER + I 1626 TREE PROTECTION FENCE TRIBUTARY BOUNDA Y ch N `b d ca ca 0^ � (0 1.0eco I \ WITH 2.3" ORIFICE ' � I I 00 TEMP. \k n SEDIENT I I BASIN #1 N F L S xX—X •�. 628 r. \ / / k / ■ 1 62a 7 01 I - I-10 ■630 / 1 I ■ 2°�N0 / ■ I I � I I I II � �2� � ■ I I / � � � i I � I i � I 66223 I � ■ r—_ 62 — �awns I I I I I _ HW 100 I I rn I' I CB 101 1— � I �� DA BASIN 1: 6.35 AC °j O DISTURBED AREA: 5.61 AC 15" SSM INLET PR ECTION I I I I�`, LELAND DRIVE h (S7 4)DETAIL SHEET '�� I I II I �� CB 102 I CB 104 — CB 103 SKIMMER SEDIMENT BASIN #1 PHASE 2 1 r#-%rrw 1r% ZOHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE X FENCE (U RIGHT OF WAY VOLUME OF BASIN PROPERTY LINE ADJACENT PARCEL LINE EASEMENT EDGE OF PAVEMENT (EP) GRAVEL DRIVE TREELINE STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING EXISTING POWER POLE Q EXISTING GUY WIRE X LIGHT POLE MW MONITORING WELL OS SANITARY SEWER MANHOLE C STORM STRUCTURE �} FIRE HYDRANT WV C WATER VALVE wM WATER METER Q GAS VALVE Fo FIBER OPTIC EM ELECTRIC METER SIGN L.L WETLANDS i Z TOTAL DISTURBANCE AREA: 42.87 AC SEDIMENT BASIN 1 d DRAINAGE AREATO SEDIMENT BASIN =6.35 DENUDED AREATO SEDIMENT BASIN= 5.61 VOLUME TO BE DETAINED= (5.61 AC)(1,800 CU.FT/AC) = 10,098 CU.FT SEDIMENT BASIN VOLUMES � ELEVATION SQUARE FOOTAGE VOLUME 612 7,478 W 00 613 8,514 7,996 614 9,607 9,061 (U z o J J 0) D 0 VOLUME OF BASIN 17,057 Arm www.nc817.org 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d O N � LL W 00 ate"• 0 o 0 0 N . 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NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 1 PH 2 DETAIL SHEET NUMBER C-309 J H Lu 0 M z m H- z Lu 0 Lu U) ca 3 Lu Lu U) J w 0 z ¢ m N w U III L0 0 M 0 E (3) m � (D o cu cD , o ¢ U o N N O � 00 ti -6 o N U c M cu 03 E UN Cn o a_ LL 0 \� RIP RAP APRON 5g1(SEE DETAIL 3 SHEET C-704) --- 592 j�7�71 L/1�-_593 moo-- - - - - 4 30" PERMANENT 59 i OUTLET PIPE 595 SILT FENCE 596 / TREE PROTECTION FENCE A5� -----� i\/ �/�- --_--- 597 i- sm -� ASF=X_ Ste- S y 595 'r 599 - ■ �L ■ ■ - ��■■■■■■n ,- _---- 600 - - - - -- - - - / / 59798 -- - - - - - --/- 596 -602 - 595 594 -603 PERMANElFoUTLET STRUCTURE 604 X (SEE DETAIL SHEET C-510) 3.0" SKIMMER WITH 2.8" ORIFICE GD + I , 120' o .� 606 TEMP. SKIMMER SEDIMENT BASIN #2 - _ -X 607 608 x r - 609 593 594 � 595 \ 596 597 f i 598 I �599� I � C 599 598 -598 599 T o m� G� — v�o—� co cow g00 L ID co to 601 ` 602 L/ � 603604- I �� • I ` 605 - _� � �- 606 i . *4%t 607 608 � � ■ I sos ■ ■ '� 77610 `� - LIMITS OF DISTURBANCE DA BASIN 2:11.5 AC TRIBUTARY BOUNDARY I �' I DISTURBED AREA: 9.31 A SKIMMER SEDIMENT BASIN #2 PHASE 2 6-9== 01JI!V=.7.99 2=I 1 rr-%rw 1r% ZOHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE I FENCE Lu m RIGHT OF WAY 18,597 PROPERTY LINE I\ I ADJACENT PARCEL LINE - - EASEMENT cu 11 l l GRAVEL DRIVE O I � STREAM POND 0� o z O FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING � nor- EXISTING POWER POLE Q EXISTING GUY WIRE X LIGHT POLE MW MONITORING WELL OS SANITARY SEWER MANHOLE 0 STORM STRUCTURE �} FIRE HYDRANT WV I WATER VALVE wM WATER METER GAS VALVE Fo FIBER OPTIC EM I �Q SIGN WETLANDS i Q Z J 0 L.L Q U L.L 0 J Z F- C� LU W z m Z 613- 0 N U) 2 cf) Z O 0 1 Z z U � `f' z U w M� OW Z VLu J 2-7 Lu Q 0 J Lu 0 W Q U) Q U m M 0 CL elfU U) W 0 SKIMMER SEDIMENT BASIN #2 PHASE 2 6-9== 01JI!V=.7.99 2=I 1 rr-%rw 1r% ZOHE OVERHEAD POWER E UNDERGROUND POWER SS SANITARY SEWER WM WATER MAIN 0 — GAS LINE —STM STORM PIPE X FENCE Lu m RIGHT OF WAY 18,597 PROPERTY LINE ADJACENT PARCEL LINE - - EASEMENT cu EDGE OF PAVEMENT (EP) GRAVEL DRIVE O TREELINE STREAM POND 0� o z O FEMA 100 YEAR FLOOD -------- CONTOURS — LIMITS OF CLEARING � nor- EXISTING POWER POLE Q EXISTING GUY WIRE X LIGHT POLE MW MONITORING WELL OS SANITARY SEWER MANHOLE 0 STORM STRUCTURE �} FIRE HYDRANT WV x WATER VALVE wM WATER METER GAS VALVE Fo FIBER OPTIC EM ELECTRIC METER �Q SIGN WETLANDS i TOTAL DISTURBANCE AREA: 42.87 AC SEDIMENT BASIN 2 DRAI NAGE AREA TO SEDI MENT BASI N = 11.5 DENUDED AREA TO SEDI M ENT BASI N = 9.31 VOLUME TO BE DETAINED = (9.31 AC)(1,800 CU.FT/AC) = 16,758 CU.FT SKIMMER BASIN VOLUMES ELEVATION SQUARE FOOTAGE VOLUME 593 8,171 594 9,284 8,728 595 1 10,454 9,869 LL Lu m VOLUME OF BASIN 18,597 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION E O ,.ann23-;Z.11r wwwmain.0rg �L- 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION E O �L- LL Lu m � 0) U) � CO)"O 0 � N . 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PROPERTY LINE 597 S � `� � � � \ __ _ � mJ zp 598 \\�� \ \ \\\ C ADJACENT PARCEL LINE / 599 \ SILT FENCE - ` EASEMENT \TREE PROTECTION FENCE - \` EDGE OF PAVEMENT (EP) GRAVEL DRIVE •��. \ j TREELINE \ PERENNIAL v v v v A \ STREAM STREAM POND FEMA 100 YEAR FLOOD -------- CONTOURS V A \ + LIMITS OF CLEARING TRIBUTARY BOUNDARY - S C EXISTING POWER POLE EXISTING GUY WIRE LIGHT POLE `po cr�� MW MONITORING WELL cp SANITARY SEWER MANHOLE - — S I - — S ¢93 / �.. \ k •� ` ` \ C STORM STRUCTURE o ��\\� d 100 YEAR FEMA I o rn S 9S �} FIRE HYDRANT wv rn° � I FLOODPLAIN v' iO Lo Lo 0 59E 74 y-I� WATER VALVE I s� / LI -Q, L9s / •�� wM WATER METER s 000 GAS VALVE 2 DA BASIN 3: 6.35 AC FIBER OPTIC • 4 STM _ DISTURBED AREA: 6.10 AC �. EM ELECTRIC METER \ \ ul SIGN C WETLANDS Ab" �} • I PERMANENT RETAINING WALL i J H W 0 Z ro z W 0 W U) ca 6) 3 W W U) J W 0 z m N W U III L0 0 M 0 E (3) m � (D o cu cD , o ¢ U N N O � 00 ti -6 o N U c M cu M E UN o a_ LL 01 CC) %14 i0o RIP RAP APRON (SEE DETAIL 3 SHEET C-704) c.a umirit'r 18" PERMANENT BAFFLES . OUTLET PIPE ) �(b \ CD co /i ERNE ■ MEN M0600-- F =SF-x� ' N 'Coo00 _ SILT FENCE �LO \ I 16 \ -- XsF C s�� SKIMMER SEDIMENT BASIN #3 PHASE 2 587 TREE PROTECTION FENCE TOTAL DISTURBANCE AREA: 42.87 AC SKIMMER BASIN 3 d 0 DRAINAGE AREATO SKIMMER BASIN =6.05 DENUDED AREA TO SKIMMER BASIN =5.81 VOLUME TO BE DETAINED= (5.81 AC)(1,800 CU.FT/AC) = 10,458 CU.FT SKIMMER BASIN VOLUMES ELEVATION SQUARE FOOTAGE VOLUME 582 6,236 LL 583 7,172 6,704 584 8,165 7,669 585 9,215 8,690 VOLUME OF BASIN 23,063 www.nc811.org 0 10 20 40 1 INCH = 20 FEET PRELIMINARY - NOT FOR CONSTRUCTION o d 0 N LL W ate"• U) � 0 0 � N C ofN N N >Z o (u C!) J J 0) �O- O 00 U Lu W 0- h� o Z O � Z , 0=LLc,4 J � p O Q � O ¢ J U �0Lu H W 1- 0 1 Q Q Z J 0 Q U L.L 0 J Z F— C LU LU z Q Z 0 N U) Z Cn Z o— 0 0 M Z z U � `f' z U w mOCa— LU Lu Q 0 J L O Q W U) Q U m M 0 i= CL elfU U) W 0 W a 0 C A /y **�-16-2017 /# 41, •• ES S' = : c SEAL t 033448 ROBERT L. CASH, P.E. NC LICENSE No. 033448 DATE 13-16-2017 DRAWN I HK DESIGNED JW CHECKED RC PROJECT # CALATL1603 SHEET TITLE SEDIMENT BASIN 3 PH 2 DETAIL SHEET NUMBER C-31 1