Loading...
HomeMy Public PortalAboutLAZARETO DEVELOPMENT (2).pdfEROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN �'� Aa�A OF 0 'J'3 L) d FOR LAZARETTO DEVELOPMENT, I -jLC. TYBEFI, ISLAND,, GA LLUPROFEESSIONAL Jul___.Jy 2009 a ti s r gR�d Nm 31215 \� S DATE: 7/30/2009 NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION DATE: -- - - BY: -- _ li PRO CT PREPARED BY: VICINITY MAP: NTS PROJECT SITE DATA: INDEX OF DRAWINGS: 0 SITE DATA.� — — -- COVh:R SHEET -- -- --- --71 US HWY $0RO ECT AREA: 1.07 AC OWNT R NAMT: LATARI'I'I O DT:Vri.C)PMT NT, i.T.0 N1 F?ROSIC�I� N(�Th,S AND DETAILSKern-Coleman &Co.. LLC. � - AREA OF DISTURBANCE: 0.012 AC CONTACT: Pf�.LTT. BURNS N2 T:ROSiON VC)Th;S AND DETAILS � TO TYBEE Consulting Engineers • Land Surveyors • Land Planners i�1 INITIAL EROSION CONTROL PLAN Architects • Landscape Architects • Environmental Scientist ZONING: M -D OWNER ADDRLSS: 215 FAST 45TH ST E2 INTERMEDIATE EROSION CONTROL PLAN 7 Mail Court {31406) -P.O. Bog 15179 •Savannah, Georgia 31416 h:3 PIIS AT, EROS]ON CONTROL PLAN— Telephone: (912) 354-8400 -Fax: (912) 356-1865 •F -mail: inf6@kcmco1etnan.com P•I.N.: 4-Q024 01-005 OWNER [ ITY: SAVANNAH, GA 31405 0 PROJECT ADDRESS- 0 HWY 80 TELEPHONE NO.: 912-232-6000 SIGNS Y�' REVISIONS PROJECT CITY. TYBEE ISLAND, GA 31328 `t DATH DHSCRIPTION SHEETS --- - 4 REV N �. ------ DISTRICT NUMBER: N/A --- � O SITE LOT NUMBER: N/A — DATE Or SURVEY. 10/20/08 NORTH--- - -- _ GOV_FRNIING AGENCY: CITY OF TYBRE ISLAND � a - - t RATIONALE FOR USING SILT FENCE SEDIMENT STORAGE NOTE: SILTFENCE WILL BE USED FOR SEDIMENT STORAGE ON THIS SITE BECAUSE THERE IS INADEQUATE ROOM FOR A SEDIMENT BASIN ON SITE. ADDITIONALLY, THE DISTURBED AREA (0,012 AC) WILL NOT GENERATE ENOUGH ERODIBLE SEDIMENT TO JUSTIFY A SEDIMENT BASIN. 017-nIAA17-1%1_r C7nrnA!"%C SEDIMENT BASIN THE SILT FENCING SHALL BE UTILIZED TO FORM THE SEDIMENT BASIN FOR THIS SITE. SINCE THERE IS APPROXIMATELY 70 LF OF SILT FENCE ON THIS SITE, THE STORAGE CAN BE ACHIEVED BY ALLOWING SEDIMENT TO ACCUMULATE TO A MAXIMUM DEPTH OF 1.17' (1/2 THE HEIGHT OF THE SILT FENCE) AND A MAXIMUM OF 5' AWAY FROM THE SILT FENCE. 0.012 ACRES x 67 CY/ACRE = 0.82 CY REQUIRED STORAGE 0 82 CY X 27 CF/CY = 22 CF REQUIRED STORAGE MEAN LOW WATER UNE lnfers��l!°n A'= I -D _ex, C/Of o of Old U.S- Hwy No. i yC f l 1 c,f TytV��� I ty p4�JC2�—al `0�'6 Pin# DRAINAGE AREA: 0.13 AC -once / ,�7'� a STATE WATERS DISTURBED AREA: 530 sq ft Link Fe 25' BUFFER LIN E PRE—CONSTRUCTION IMPERVIOUS AREA:3121 s ft Chaln r ? 1 POST—CONSTRUCTION IMPERVIOUS AREA:3500 s ft A 31 VS9 o Ci 1 lJ" _ `� 1J ' ` r 'J W e r -'-. r - �" ••r- _� 00 - - ' -� :� ss Tres DRAMkG'E- -LIMITS 1 1� �1 D' SETBALj CK LINE 2 ROWS, TY E C ,, -lb�J SILT FENCE Sd 1— C / j� �---� ! ! $ _ j- _ Liht HATCHED AREA ELINEATES LI ITS y' I. ' STABILIZE` -ALL ! I OF DISTURBANCE 530 s ft o �' DISTURBED' AREA ♦ ~ , 70' X 1.17' X 5' = 410 CF PROVIDED STORAGE q., , / • - 1 Cees 410 CF > 22 CF THEREFORE, THERE IS ADEQUATE STORAGE PROVIDED t "'' Ds1 ! ` W� Polel woo ___:PO —����!' � 1 ��v � SITE SOIL SERIES: CAPERS TYPE "D" G -h rvi Q ! --RR Spike ,v,/e 11 fe 6 30 SOIL EROSION AND SEDIMENrArION CONTROL NOTE&: 9. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFAROSION AND SEOIMENrCONTROL MEASURESAND PRACTICES PRIOR TO, OR CONCURRENT MTN LAND -DISTURBING ACTIVME& 2. EROSION CONTROL MEASURES WILL BE MAINTAINED Ar ALL T7ME& IF FULL IMPLEMENTATION OF THE APPROVED PLAN ODES NOTpROVIDE FOR m4wo lvE EROSION CONTROL, ADDITIONAL ,EROSION AND SEDIMENT CONTROL MEASURES WILL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. 3 ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SMALL BE STABALIZED WITH MULCH OR TEMPORARY SEEDING. 4, ALL GRASSING SHALL BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 1983 EDITION 5. CONTRACTOR SHOULD BE RESPONSIBLE FOR NOTIFYING THE ENGINEER SEVEN DAYS PRIOR TO CONSTRUCTION. IF CONTRACTOR FAILS TO NOTIFY ENGINEER A $1,000.00 FINE SHOULD BE ACCESSED. 6. HYDRAULIC SEEDING SHALL INCLUDE THE SEED, FERTILIZER, & WOOD CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER. APPLY 1N A SLURRY UNIFORMLY OVER THE AREA AT A RATE OF 500 LBS/ACRE. 7. TWERE ARE STATE WATERS ON T0415 SITE (LAZARETTO CREEK, ADJACENT}. 8. DRAINAGE FLOWS SOUTH THROUGH EXISTING DITCHES TO ADJACENT WETLANDS. 9. THE OPERATOR WILL ENSURE THAT ALL MEASURES AND FACILITIES FOR CONTROL OF EROSION AND SEDIMENTATION DURING SITE PREPARATION, OPERATION, AND/OR RECLAMATION ACTIVITIES SHALL ADHERE TO THE FOLLOWING: 10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES OR FACILITIES, WHETHER TEMPORARY OR PERMANENT, SHALL BE CONTINUOUSLY MAINTAINED BY THE OPERATOR, SO AS TO BE EFFECTIVE, 11. SEDIMENT IN SURFACE RUNOFF WATER SHALL BE TRAPPED BY USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS, SEDIMENT BARRIERS OR SIMILAR STRUCTURES, 12, PERMANENT VEGETATION SHALL BE INSTALLED AS SOON AS POSSIBLE. TEMPORARY VEGETATION AND/OR MULCH SHALL BE EMPLOYED WHERE NECESSARY TO PROTECT EXPOSED CRITICAL AREAS UNTIL PERMANENT VEGETATION OR STABILIZATION IS ATTAINED. 13. NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED WHEREVER FEASIBLE TO PROVIDE FOR NATURAL BUFFER AREAS, 14. DIVERSIONS, DIKES, AND BERMS SHALL BE EMPLOYED TO RETAIN, DIRECT AND CONTROL SURFACE WATER RUNOFF FROM AFFECTED AREAS INTO SEDIMENT CONTROL STRUCTURES. 15, ALL SURFACE WATER DISCHARGES SHALL BE CONTROLLED AND RELEASED AT A NONEROSIVE VELOCITY ONTO STABILIZED AREAS OR INTO STABILIZED CHANNELS. 16. MRCS REVIEW AND DISTRICT APPROVAL OF THIS ES&PC PLAN DOES NOT EXEMPT THE PERMITTEE FROM OTHER PERMITS REQUIRED. 24 HOUR CONTACT PERSON: TRAVIS BURKE KERN COLEMAN 6: CO. ILC PHONE NUMBER: (912)_354-8400 TRAVIS G. BURKE GSWCC LEVEL II DESIGN PROFESSIONAL CERT. # 8134 NO CONCRETE WASHDOWN IS ALLOWED ONSITE. UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA J —800--282-741 1 42- 14.43' MARSH LINE l �r 25 SETBACK LINE L� En ip�Ie1 ` �D X �t i1J 1 � I E A PSG �.� ore / 6 ". .. �{' . ., � - , .rier� ^, ' .. • . \ I, kph r ``/ L, 1 Q d e'0 3 t a ADe Ln SP 0�0 „ A foo Isrl 1� ( IN FEET ) 1. inch = 20 ft. MARS 1 1 1 I TAT”-'VUc. 1. THIS PROPERTY IS LOCATED IN 'ZONE VE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY ANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 1300030 01.94F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVATION 17.00. 2. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). 3. THE HORIZONTAL DATUM IS BASED ON GRID NORTH, GEORGIA EAST ZONE, NAD 83. RATIONALE FOR USING SILT FENCE SEDIMENT STORAGE NOTE: SILTFENCE WILL BE USED FOR SEDIMENT STORAGE ON THIS SITE BECAUSE THERE IS INADEQUATE ROOM FOR A SEDIMENT BASIN ON SITE. ADDITIONALLY, THE DISTURBED AREA (0.012 AC) WILL NOT GENERATE ENOUGH ERODIBLE SEDIMENT TO JUSTIFY A SEDIMENT BASIN. C`f nIA AI -AIT C'Tnfn A r%C" SEDIMENT BASIN THE SILT FENCING SHALL BE UTILIZED TO FORM THE SEDIMENT BASIN FOR THIS SITE. SINCE THERE IS APPROXIMATELY 70 LF OF SILT FENCE ON THIS SITE, THE STORAGE CAN BE ACHIEVED BY ALLOWING SEDIMENT TO ACCUMULATE TO A MAXIMUM DEPTH OF 1.17' (1/2 THE HEIGHT OF THE SILT FENCE) AND A MAXIMUM OF 5' AWAY FROM THE SILT FENCE. 0.012 ACRES x 67 CY/ACRE = 0.82 CY REQUIRED STORAGE 0.82 CY X 27 CF/CY = 22 CF REQUIRED STORAGE 70' X 1.17' X 5' = 410 CF PROVIDED STORAGE 410 CF > 22 CF THEREFORE, THERE IS ADEQUATE STORAGE PROVIDED SITE SOIL SERIES: CAPERS TYPE "D" SOIL EROSION -AND SEDIMENTATION CONTROL NOTE& 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALE. BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIME'N'T CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT 1110ITH LAN"IST IMBING ACTIVITIES. 2. ,EROSION CONTROL MEASURES WILL BE MAINTAINED ATALL TINES. IFFULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIV! EROSION CONTROL, ADDITIONAL RROSION AND SEDIMENT CONTROL MEASURES WILL as IMPLEAr NTED TO CONTROL OR TREAT THE SEDIMENT SOURCE, 3. ANY DISTURBEO AREA LEFT EXPOSED FORA PERIOD OF GREATER THAN 14 DAYS SHALL BE STARALIZED MTH MULCH OR TEMPORARY SEEDING. 4. ALL GRASSING SHALL BE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 1983 EDITION S. CONTRACTOR SHOULD BE RESPONSIBLE FOR NOTIFYING THE ENGINEER SEVEN DAYS PRIOR TO CONSTRUCTION. IF CONTRACTOR FAILS TO NOTIFY ENGINEER A $1,000.00 FINE SHOULD BE ACCESSED. 6. HYDRAULIC SEEDING SHALL INCLUDE THE SEED, FERTILIZER, & WOOD CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER. APPLY IN A SLURRY UNIFORMLY OVER THE AREA AT A RATE OF 500 L8S/ACRE, 7. THERE ARE STATE WATERS ON THIS SITE (LAZARETTO CREEK, ADJACENT). B. DRAINAGE FLOWS SOUTH THROUGH EXIST#NG DITCHES TO ADJACENT WETLANDS. 9. THE OPERATOR WILL ENSURE THAT ALL MEASURES AND FACILITIES FOR CONTROL OF EROSION AND SEDIMENTATION DURING SITE PREPARATION, OPERATION. AND/OR RECLAMATION ACTIVITIES SHALL ADHERE TO THE FOLLOWING_ 10. ALL EROSION AND SEDIMENTATION CONTROL MEASURES OR FACILITIES, WHETHER TEMPORARY OR PERMANENT, SHALL BE CONTINUOUSLY MAINTAINED BY THE OPERATOR, SO AS TO BE EFFECTIVE, 11. SEDIMENT IN SURFACE RUNOFF WATER SHALL BE TRAPPED BY USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS, SEDIMENT BARRIERS OR SIMILAR STRUCTURES. 12. PERMANENT VEGETATION SHALL BE INSTALLED AS SOON AS POSSIBLE. TEMPORARY VEGETATION AND/Oft MULCH SHALL BE EMPLOYED WHERE NECESSARY TO PROTECT EXPOSED CRITICAL AREAS UNTIL PERMANENT VEGETATION OR STABILIZATION IS ATTAINED. 13. NATURAL VEGETATION SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED WHEREVER FEASIBLE TO PROVIDE FOR NATURAL BUFFER AREAS. 14. DIVERSIONS, DIKES, AND BERMS SHALL BE EMPLOYED TO RETAIN, DIRECT AND CONTROL SURFACE WATER RUNOFF FROM AFFECTED AREAS INTO SEDIMENT CONTROL STRUCTURES. 15. ALL SURFACE WATER DISCHARGES SHALL BE CONTROLLED AND RELEASED AT A NONEROSIVE VELOCITY ONTO STABILIZED AREAS OR INTO STABILIZED CHANNELS. 16. NRCS REVIEW AND DISTRICT APPROVAL OF THIS ES&PC PLAN DOES NOT EXEMPT THE PERMITTEE FROM OTHER PERMITS REQUIRED. 24 HOUR CONTACT PERSON: TRAVIS BURKE KERN COLEMAN k.CO.1iC PHONE NUMBER: (912) 354-8400 TRAVIS G. BURKE GSWCC LEVEL II DESIGN PROFESSIONAL CERT. # 8134 NOTE: NO CONCRETE WASHDOWN IS ALLOWED ONSITE. UTILITIES PROTECTION CENTER CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOUT GEORGIA 1---800-282----7411 90 0 MEAN LOW WATER LINE 1 Of Intersection Approx. CSL lacy No 80 Of Old 1 � I x 1 I 151a�d x / city of rybee 4_0024- � 1 _0D6 ' / / / / � pin;# 582°? 4'42"W q)cl DRAINAGE AREA:0.13 AC71.31� STATE WATERS DISTURBED AREA:530 sq ft Link �-e�ce � � X8.03 25' BUFFER LINE PRE -CONSTRUCTION IMPERVIOUS AREA: 3121 s ftChaln - ' / r I POST --CONSTRUCTION IMPERVIOUS AREA: 3500 sq ft �. 24 �� / I t�182° MARSH LINE c; 1 , . � �r + � �frxA �` `� - _ _ — 6 Po .. r� r' dies .--f - DRAINAGE-UMIT5 , 1 �� - y� -- ``_ o SS r 2 p' SETBACK LINE 0p 2 ROWS, TY EC „�. i_ -- r �� 4 y FTBACK LINE SILT FENCE—EXISTING p Sd1 -C ;` .,t: _— .� GRAVEL Q ��/ ' LIMITS, ;1P. r� ✓ ✓ poVY l 1 it ,� 6'Q / - ✓ -, _Pole n LINEATES L{ ITS : -A ?� STABILIZE. ALL r ,cam = DISTURBED AREA /' 1 L) l - 530 sq ft �� • G ,yes po w�r f - y NF Ds2 .► ►; ,wires %� pole` cnn � k Ds3� r '� I 1 •.�� t� '.Pow OF 00 1 (Ele ox) �✓� r. York s . B /A ✓ SRR SPI k.e rr' 1 l ✓ fJ. J Q. J 8 vvI1 ��` .✓filet {��pJ92) �� _ ` l rode 62 Q 1 o .i __-l I ✓ E4 PVG �g \ J-15 Cat�G� ete 1 I r � _ If � MpRSN M��s� 6���I GRAPHIC SCALE ..'. ( IN FEET ) 1 inch = 20 ft. NOTES: 1. THIS PROPERTY IS LOCATED IN ZONE VE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY ANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 1300030 0194F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVA'T'ION 17,00. 2. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). 3. THE HORIZONTAL DATUM IS BASED ON GRID NORTH, GEORGIA EAST ZONE, NAD 83. ❑ NOT FOR CONSTRUCTION ❑ RELEASED FOR CONS-TRUCTION DATE: BY: 4 � U3 t 0 p • CO Q EROSION 1 1 CONTROL i i I l 1 v I NOTES: 1. THIS PROPERTY IS LOCATED IN ZONE VE, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY ANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 1300030 0194F, EFFECTIVE DATE: SEPTEMBER 26, 2008 BASE FLOOD ELEVA'T'ION 17,00. 2. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). 3. THE HORIZONTAL DATUM IS BASED ON GRID NORTH, GEORGIA EAST ZONE, NAD 83. ❑ NOT FOR CONSTRUCTION ❑ RELEASED FOR CONS-TRUCTION DATE: BY: STAMP: No. 11261 PROFESSIONAL. FHGINE�� N S STAMP: R G� C0 ��a 1, s r r 04 . Na 31215 PROFESSION �iva IN URLGINAL REVEASHO FOR C:ONSTRCC,"I'ION DA7i3: NO ]DA'T'E MVSION O — U 0 e DRAWING= TITI.T:: U3 0 � w 0 p • . ,; Q EROSION CONTROL H . � ,moi - b r. N u t"S U PG u� �j �0V PROJT3C:T N0. 090407-000 •� i U cv U 5 ti + 0 � � h� STAMP: No. 11261 PROFESSIONAL. FHGINE�� N S STAMP: R G� C0 ��a 1, s r r 04 . Na 31215 PROFESSION �iva IN URLGINAL REVEASHO FOR C:ONSTRCC,"I'ION DA7i3: NO ]DA'T'E MVSION O — U 0 e DRAWING= TITI.T:: ST -MET NJ O; EZ INTERMEDIATE Q EROSION CONTROL H SCAT,ri: 1" = 20' �j PROJT3C:T N0. 090407-000 � VATL,: 7/30/09 r4 IDRAVM 0., BY: NPM OV CHECKEI)13Y: TG13 ST -MET NJ O; EZ "z RATIONALE FOR. USING SILT FENCE SEDIMENT STORAGE NOTE: SILTFENCE WILL BE USED FOR SEDIMENT STORAGE ON THIS SITE BECAUSE THERE IS INADEQUATE ROOM FOR A SEDIMENT BASIN ON SITE. ADDITIONALLY, THE DISTURBED AREA (0.012 AC) WILL NOT GENERATE ENOUGH ERODIBLE SEDIMENT TO JUSTIFY A SEDIMENT BASIN. ete r- r -N I L I r— K t -r t`i' 1— A ! 1- SEDIMENT BASIN THE SILT FENCING SHALL BE UTILIZED TO FORM THE SEDIMENT BASIN FOR THIS SITE. SINCE THERE IS APPROXIMATELY 70 LF OF SILT FENCE ON THIS SITE, THE STORAGE CAN BE ACHIEVED BY ALLOWING SEDIMENT 'TO ACCUMULATE TO A MAXIMUM DEPTH OF 1.17' (1 /2 THE HEIGHT OF 'THE SILT FENCE) AND A MAXIMUM OF 5' AWAY FROM THE SILT FENCE, 0.012 ACRES x 67 CY/ACRE = 0.82 CY REQUIRED STORAGE 0.82 CY X 27 CF/CY = 22 CF REQUIRED STORAGE 70' X 1.17' X 5' = 410 CF PROVIDED STORAGE 410 CF > 92 CF THEREFORE THERE IS ADEQUATE QTnPAr-_r7 PROVIDED SITE SOIL SERIES: CAPERS TYPE "D" SOIL EROSION AND SEDIMENTATION CONTROL NOTWS: i. rwEEscAPE OF sraimamrFRom THE smSHALL EEPmEmmmayfire, INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR M OR CONCURRENT WITHLAND,01STURSING ACTIUM&S. 2. enowouCONTROL MEASURES WILL oEmaimrAtmEnArALLTmEatppuLL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR Ef-FECTIVE EROSION cammat, AonyriaNAL EROSION ANO amimamr camrRoL MEASURES WILL BE IMPLEMENTED TO CONTROL OR TREAT THE arnimrmr sounce- a ANY DISMAGEO AREA LEFT EXPOSED FOR A PERIOD OF GREATER THAN 14 DAYS SHALL HE STARALIZED V61TH MULCH OR TEMPORARY SEEDING. 4- ALL GRASSING SHALL BE )N ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 1983 EDITION 5. CONTRACTOR SHOULD BE RESPONSIBLE FOR NOTIFYING THE ENGINEER SLVEN DAYS PRIOR TO CONSTRUCTION. IF CONTRACTOR FAILS TO NOTIFY ENGINEER A $1,000.00 FINE SHOULD BE ACCESSED. 6. HYDRAULIC SEED4NC SHALL INCLUDE THE SEED, FERTILIZER, & WOOD CELLULOSE OR WOOD PULP FIBER MULCH WITH WATER. APPLY IN A SLURRY UNIFORMLY OVER THE AREA AT A RATE OF 500 LBS/ACRE. T. TWERE AKE STATE WATERS ON THIS SITE ILAZARETTO CREEK„ ADJACENT). 8, DRAINAGE. FLOWS SOUTH THROUGH EXISTING DITCHES TO ADJACENT WETLANDS. 9. THE OPERATOR WILL ENSURE THAT ALL MEASURES AND FACILITIES FOR CONTROL OF EROSION AND SEDIMENTATION DURING SITE PREPARATION, OPERATION. AND/OR RECLAMATION ACTIVITIES SHALL ADHERE TO THE FOLLOWING: 10, ALL EROSION AND SEDIMENTATION CONTROL MEASURES OR FACILITIES, WHETHER TEMPORARY OR PERMANENT. SHALL BE CONTINUOUSLY MAINTAINED BY THE OPERATOR, SO AS TO BE EFFECTIVE. 11. SEDIMENT IN SURFACE RUNOFF WATER SHALL BE TRAPPED BY USE OF DEBRIS BASINS, SEDIMENT BASINS, SILT TRAPS, SEDIMENT BARRIERS OR SIMILAR STRUCTURES. 12, PERMANENT VEGETATION SIIALL BE INSTALLED AS SOON AS POSSIBLE- TEMPORARY OSSIBLETEMPORARY VEGETATION AND/OR MULCH SHALL BE EMPLOYED WHERE NECESSARY TO PROTECT EXPOSED CRITICAL AREAS UNTIL PERMANENT VEGETATION OR STABILIZATION IS ATTAINED. 13. NATURAL VEGETATSON SHALL BE RETAINED, PROTECTED AND SUPPLEMENTED WHEREVER FEASIBLE TO PROVIDE FOR NATURAL BUFFER AREAS, 14. DIVERSIONS, DIKES, AND BERMS SHALL BE EMPLOYED TO RETAIN, DIRECT AND CONTROL SURFACE WATER RUNOFF FROM. AFFECTED AREAS INTO SEDIMENT CONTROL STRUCTURES, 15. ALL SURFACE WATER DISCHARGES SHALL BE CONTROLLED AND RELEASED AT A NONEROSIVE VELOCITY ONTO STABILIZED AREAS OR INTO STABILIZED CHANNELS. 16. NRCS REVIEW AND DISTRICT APPROVAL OF THIS ES&PC PLAN DOES NOT EXEMPT THE PERMITTEE FROM OTHER PERMITS REQUIRED. 24 HOUR CONTACT PERSON, TRA%4S BURKE KERN MZM k_QD,= PHONE NUMBER:- (912) 354--9400 TRAVIS G. BURKE GSWCC LEVEL 11 DESIGN PROFESSIONAL CERT. # 8134 NOTE: NO CONCRETE WASHDOWN IS ALLOWED ONSITE. (Jj'ILITIES PROJEC-1 -ION CEN"T'E IR CALL THREE WORKING DAYS BEFORE YOU DIG THROUGHOU-1 GEORGIA 1-800-- 282-- 7411 20 5 ME -AN IOW WATER L11VE S TA TE WA TERS 25' BUFFER LINE -- 2 ROWS, T' SILT FENCE HATCHED AREA I NEATES LI 5ectior, Approx. Cl 80 Of old v. S, 7 x f J1 of Tyb66 Islond city 01124-0 1_006 pirq 4— DRAINAGE AREA:0.13 AC DISTURBED AREA:530 sq ftC17t7jn Link F-ance 7 0 PRE—CONSTRUCTION IMPERVIOUS AREA: 3121 sq ft 42 POST—CONSTRUCTION IMPERVIOUS AREA: 3500 sq ft P, CO f —DRAINAGE—LIM 400 Ties -10 SCTBACK LINE EL T P 0 We r1L!_ 10 STABILIZE, ALL 0001* CO OF DIST N � c� � ' DISTURBED AREA — x.--'' l -A URBA CE 530 sq ft op- Cti 1-r y -13lz� v wires Ds3l Ds4j �k c, to 00 00 000 7. -�3 L! A A -__RR Spike 0 well V. N 'CVD 192-9) te n TOP 4 v G 7 A4ARSH LINE 25'9 qEjr,6ACK LINE C) Ile x 0 X) co 46' CO N 4, OJ8 1,4P 0 ( IN FEET ) 1 inch = 20 ft 'e`i y �Yie#" T114w MARSH co LO C-1 11 N Q) �3 r3 1, THIS PROPERTY IS LOCATED IN ZONE VE, A SPECIAL FLOOD HAZARD AREA AS DETERAHNED BY FIEDERAL EMERGENCY ANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP NUMBER 1300030 01.94F, EFFEC'T'IVE. DATE: SEPTEMBER 26,,2008 BASE FLOOD ELEVATION 17,00, 2. ALL ELEVATIONS BASED ON MEAN SEA LEVEL DATUM (NGVD 29). 3. THE HORIZONTAL DATUM IS BASED ON GRID NORTH, GEORGIA EASTZONE, NAD 83. LJ NOT FOR CONSTRUCr.[ON F7 REJXASED FOR CONS -1 RUCTION DATE: BY._. R S Tr 40 No. 11,261 PROFESSIONAL Ell OP 0 NCINSCS S V, R C No. 31215 PROFESSION 01UGIN RELk&W, 14OR CONSTRUC-TTON DATE: NO DATE RtVSJON, 8 DR A WrN'G 'JTfTT,,: R FINAL IQ EROSION S CONTROL C> x_ E SCAT Ti: ill = 20' ROJECT NO: 090}07.000 DATE: 7/30/09 DRAWN BY: NTIlvf coo -.0 R S Tr 40 No. 11,261 PROFESSIONAL Ell OP 0 NCINSCS S V, R C No. 31215 PROFESSION 01UGIN RELk&W, 14OR CONSTRUC-TTON DATE: NO DATE RtVSJON, 8 DR A WrN'G 'JTfTT,,: R FINAL IQ EROSION S CONTROL SCAT Ti: ill = 20' ROJECT NO: 090}07.000 DATE: 7/30/09 DRAWN BY: NTIlvf CHECKED 13Y: TGB SFMIET NO: E3 Hazardous Wastes: All hazardous waste materials will be disposed of in the manner specified by local, state, and/or federal regulations and by the manufacturer of such products. the job site superintendent, who will also be responsible for seeing that these practices are follwed, will instruct site personnel in these practices. Material Safety Data Sheets (MSDS's) for each substance with hazardous properties that is used on the job site will be obtained and used for the proper management of potential wastes that may result from these products. An MSDS will be posted in the immediate area where such product is stored and/or used and another copy of each MSDS will be maintained in the ESPCP file at the job site construction trailer office. Each employee who must handle a substance with hazardous properties will be instructed on the use of MSDS sheets and the specific information in hte applicable MSDS for the product he/she is using. Particularly regarding spill control techniques. The contractor will implement the Spill Prevention Control and Coutermeasures (SPCC) Plan found within this ESPCP and will train all personnel in the proper cleanup and handling of spilled materials. No spilled hazardous materials or hazardous wates will be allwoed to come in contact with stormwater discharges. If such contact occurs, the stormwater discharge wil be contained on site untill appropriate measures in compliance with state and federal regulations ore taken to dispose of such contaminated stormwater. It shall be the resposibility of the job site superintendent to properly train all personnel in the use of the SPCC plan. Sanitary Wastes: A minimum of one portable sanitary unit will be provided for every ten (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. All sanitary waste units wil be located in an area where the likelihood of the unit contributing to storm water discharge is negliable. Additional containment BMP's must be implemented, such as gravel bags or specially designed palstic skid containers around the base, to prevent wastes from contributing to storm water discharges. The location of sanitary waste units must be identified on the Erosion Control Plan Grading Phase, Sheet U4, by the contractor once the locations have been determined. Sanitary Sewer will be provided by Municipal Authority/Septic System at the completion of this project. NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE. Waste Materials: All waste materials will be collected and stored ina securely lidded metal dumpster. The dumpster will meet all soild waste management regulations. All trash and construction debris from the site will be deposited in the dumpster. The dumpster will be emptied a minimum of once per week or more often if necessary and trash will be hauled as required by local regulations. No costruction waste will be buried onsite. All personnel will be instructed on proper procedures for waste disposal. a notice stating these practices will be posted at the jobsite and the contractor will be responsiblr for seeing that these procedures are follwoed. Spill Cleanup and Control Practices: — Local, State and manufacturer's recommended methods for spill cleanup will be clearly posted and procedures will be made available to site personnel. — Material and equipment necessary for spill cleanup will be kept in the material storage areas.Typical materials and equipment includes, but is not limited to brooms, dustpans, mops, rags, gloves, goggles, cat litter, sand, sawdust and properly lobled plastic and metal waste containers. — Spill prevention practices and procedures will be reviewed after a spill and adjusted as necessary to prevent future spills. — All spills will be cleaned up immediately upon discovery. All spills will be reported as required by local, State and Federal regulations. — FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424---6602. — FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITH IN 24 HOURS AT 1-800-424-6602. — FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE EPD WILL BE CONTACTED WITHIN 24 HOURS. — FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL AGENICIES WILL BE CONTACTED AS REQUIRED. The contractor shall notify the licensed professional who prepared this plan if more than 1320 gallons of petroleum is stored onsite (this includes capacities of equipment) or if any one pice of equipment has a capacity greater than 660 gallons. The Contractor will need a Spill Prevention Containment and Countermeasures Plan prepared by that licensed professional. Product Specfic Practices: Petroleum Based Products — Containers for products such as fuels, lubricants and tars will be inspected daily for leaks and spills. This includes on—site vehicle and machinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away from state water, natural drains and storm water inlets. In addition, temporary fueling tanks shall have a secondary containment liner to prevent/minmize site contamination. Discharge of oils, fuels and lubricants is prohibited. Proper disposal methods will include collection in a suitable container and disposal as required by local and State regulations. Points/Finishes/Solvents — All products will be stored in tightly sealed original containers when not in use. Excess product will not be discharged to the storm water collection system. Excess product, materials used with these products and product containers will be disposed of according to manufacturer's specifications and recommendations. Concrete Truck Washing — NO concrete trucks will be allowed to wash out or discharge surplus concrete or drum wash water onsite. Fertilizer/Herbicieds — These products will be applied at rates that do not exceed the manufacturer's specifications or above the guidelines set forth in the crop establishment or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of these materials will be under roof in sealed containers. Building Materials — No building or construction materials will be buried or disposed of onsite. All such material will be disposed of in proper waste disposal procedures. SAMPLE ANALYSIS: Storm water samples are to be anaylzed in accordance with methodology and test procedures established by 40 CFR Part 136 and the guidance document titled NPDES Storm Water Sampling Guidance Document, EPA 833-8-92-001." Storm water is to be sampled for nephelometric turbidity units (NTU) at the outfall location. A discharge of storm runoff from disturbed areas where best management installed, practices have not been properly designed, s , and maintained shall constitute a separate violation for each day on which such condition results in the turbidity of the discharge excedding 50, the value that was selected from Appendix B in Permit No. GAR 100003. The NTU is based upon the disturbed acreage of 8.742 acres for the project site, the surface water drainage area of 9.05 acres, and receiving water which supports warm water fisheries. Sample Tvpe: All sampling shall be collected by "grab samples" and the analysis of these must be conducted in accordance with methodology and test procedures established by 40 CFR Part 136 (unless other test procedures have been approved): the guidance document titled "NPDES Storm Water Sampling Guidance Document, EPA 833---8--92-001" and guidance documents that may be prepared by the EPD. Per NPDES Permit 100003, "Sample containers should be fabled prior to collecting the sample. Samples should be well mixed before transfering to a secondary container. Large mouth, well --cleaned and rinsed glass or plastic jars should be used for collecting samples. The jars should be cleansed thoroughly to avoid contamination. Manual, automatic or rising stage sampling may be utilized." Sampling Points: There will be one storm water sampling location. Per NPDES Permit GAR 100003, for construction activities, the Primary Permittee must complete all sampling, Appendix B was used to determine the NTU untis allowable. — Care should be taken to ovoid stiring the bottom sediments in the recieving water(s) or in the outfoll storm water channel. — The sampling container should be Neild so that the opening faces upstream. — The samplings should be kept free from floating debris. — The Primary Permittees does not have to sample sheet flow onto undisturbed natural areas or areas stabilized by the project. Sampling Frequency: Storm water samples shall be taken for the following storm events: (a) For each area of the site that discharges to a receiving stream, the first rain event that reached or exceeds 0.5 inch and allows for monitoring during business hours *(Monday through Friday, 8:00am to 5:00pm and Saturday 8:00am to 5:00pm when the construction activity is being conducted by the Primary Permittee) that occurs after all clearing and grubbing operations have been completed in the drainage area of the location selected as the sampling location; (b) In addition to (a) above, for each area of the site that discharges to a receiving stream the first rain event that reaches or exceeds 0.5 inch and allows for monitoring during normal business hours* that occurs either 90 days after the first sampling event or after all mass grading operations have been completed in the drainage area of the location selected as the sampling location, whichever comes first; (c) At the time of sampling performed pursuant to (a) and (b) above, if BMPs are found to be properly designed, installed and maintained, no further action is required. If BMPs in any area of the site that discharges to a receiving stream are not properly designed, installed, and maintained corrective action shall be defined and implemented within 2 business days and turbidity samples shall be taken from discharges from that area of the site for each subsequent rain event that reaches or exceeds 0.5 inch during normal business hours* until the selected turbidity standard is attained, or until the post—storm event inspections determine that BMPs are properly designed, installed and maintained. Reporting: A monthly summary of the monitoring results shall be sent to Georigo Environmental Protection Division by the 15th of each month. The report summary shall include: — The name, exact place and time of sampling or measurements — The nome(s) of the individual(s) who performed the sampling and measurements — The dote(s) analyses were performed — The time(s) analyses were initiated — The nome(s) of the individuals who performed the onoylses — References and written procedures, when avaliable, for the analytical techniques or methods used. A quality control/quality assurance program must be included in the written procedure — The results of such analyses, including the bench sheets, instrument reouts, computer disks or tapes, etc., used to determine these results If no qualifying events occurred within a monthly monitoring period, a report must be submitted stating such. Addresses are provided below: Governing Agency. Georgia Environmental Protection Division Coastal District — Brunswick Office One Conservation Way Brunswick, GA 31520 1-800-241-4113 ATTN. ATTN: TRAVIS BURKE Kern—Coleman & Co. 7 Mall Court Savannah, GA 31406 912-354-8400 During the construction process of the site a detention pond will be constructed on the north east side of the site, in oder to control pollutants that will occur after construction operations have been completed. In order to dissipate the velocity of the storm water at the discharge locations riprop stone will be placed at the outlets to provide a non—erosive flow so that the natural and physical characteristics and function are maintained. The instalation of these devices may be subject to Section 404 of the Federal Clean Water Act. RETENTION OF RECORDS PRIMARY PERMITTEE a. A copy of all Notices of Intent submitted to EPD. b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit. c. The design professionals report of the results of the inspection conducted in accordance with Part IV.A.5. of this permit. d. A copy of all monitoring information, results, and reports required by this permit. e. A copy of all inspection reports generated in accordance with Port IV.D.4.o of this permit. f. A copy of all violation summaries and violation summary reports generated in accordance with Part III.D.2. of this permit. g. Doily rainfall information collected in accordance with Part IV.D.4.o.(1)(c) of this permit. Primary Permittee. 1) Each day when any type of construction activity has taken place at a primary permittee's site, qualified personnel provided by the primary permittee shall inspect: (a) all areas at the primary permittee's site where petroleum products are stored, used or handled for spills and leaks from vehicles and equipment; (b) all locations at the primary permittee's site where vehicles enter or exit the site for evidence of off—site sediment tracking; and (c) measure rainfall once each twenty—four hour period on the site. These inspections must be conducted until a Notice of Termination is submitted. 2) Qualified personnel (provided by the primary permii.tee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the following; (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization; (b) areas used by the primary permittee for storage of materials that are -iot exposed to precipitation that have not undergone final stabilization; and (c) structural control measures. Erosion and sediment control measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures that are effective in preventing significant impacts to receiving water(s). For areas of a site that have undergone final stabilization, the permittee must comply with Part IV.D.3.a. (3). These inspections must be conducted until a Notice of Termination is submitted. 3) Qualified personnel (provided by primary permitteE:) shall inspect at least once per month during the term of this permit (i.e. until a Notice of Termination is received by EPD) the areas of the sites that have undergone final stabilization. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving woter(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). 4) Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion, Sedimentation and Pollution Control Plan, the Pian shall be revised as appropriate not later than seven (7) calendar days following each inspection. Implementation of such changes shall be made as soon as practical but in no case later than seven (7) calendar days following each inspection. The primary permittee must amend the Plan in accordance with Part IV.D.3.b.(4). when a secondary permittee notifies the primary permittee of any Plan deficiencies. 5) A report (i.e. not individual inspection forms) summarizing the scope of each inspection and the names of personnel making each inspection, the date(s) of each inspection, major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan and actions taken in accordance with Part V.A.6.a.(4). of the permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or that portion of a construction project that has been phased has undergone final stabilization and a Notice of Termination us submitted to EPD. Such reports shall identify any incidents of noncompliance. Where the report does not identify any incidents of non—compliance, the reports shall contain a certification that the facility is in compliance with Erosion, Sedimentation and Pollution Control Plan and this permit. The report shall be signed in accordance with Part V.G. of this permit. Secondary Permittee (See List of Permittees this sheet) 1) Each day when any type of construction has taken place at a secondary permittee's site, qualified personnel provided by the secondary permittee shall inspect: (a) all areas used by the secondary permittee where petroleum products are stored, used or handled for spills and leaks from vehicles and equipment; and (b) all locations at the secondary permittee site where that permittee's vehicles enter or exit the site for evidence of off—site sediment tracking. These inspections must be conducted until a Notice of Termination is submitted. This paragraph is not applicable to utility contractors if they are secondary permittees performing only service line installations. 2.) Qualified personnel (provided by the secondary permittee) shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0.5 inches or greater the following; (a) disturbed areas of the primary permittee's construction site that have not undergone final stabilization; (b) areas used by the primary permittee for storage of materials that are not exposed to precipitation that have not undergone final stabilization; and (c) structural control measures. Erosion and sediment control measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures that are effective in preventing significant impacts to receiving woter(s). For areas of a site that have undergone final stabilization, the permittee must comply with Part IV.D.3.b.(3). These inspections must be conducted until a Notice of Termination is submitted. This paragroph is not applicable to utility companies and utility contractors if they are secondary permittees performing only service line installations. 3) Qualified personnel (provided by secondary permittee) shall inspect at least once per month during the term of this permit (i.e. until a Notice of Termination is received by EPD) the areas of the sites that have undergone final stabilization. These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measures identified in the Plan shall be observed to ensure they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). This paragraph is not applicable to utility companies and utility contractors if they are secondary permittees performing only service line installations. 4) Based on the results of each inspection, the secondary permittee must notify the primary permittee within 24 hours of any suspected BMP design deficiencies. The primary permittee must evaluate whether these deficiencies exist within 48—hours of such notice and if these deficiencies are found to exist must amend the Plan in accordance with Part IV.C. of this permit to address those deficient BMPs within seven (7) days of being notified by the secondary permittee. When the Plan is amended, the primary permittee must notify and provide a copy of the amendment -:o all affected secondary permittee(s) within this seven (7) day period. The secondary permittees must implement only new Plan requirements affecting their site(s) within 48—hours of notification by the primary permittee. 5) A report (i.e. not individual inspection forms) summarizing the scope of each inspection and the names of personnel making each inspection, the date(s) of each inspection, major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan and actions taken in accordance with Part V.A.3.b.(4), of the permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or that portion of a construction project that has been phased has undergone final stabilization and a Notice of Termination us submitted to EPD. Such reports shall identify any incidents of noncompliance. Where the report does not identify any incidents of non—compliance, the reports shall contain a certification that the facility is in compliance with Erosion, Sedimentation and Pollution Control Plan and this permit. The report shall be signed in accordance with Part V.G. of this permit. ). This paragraph is not applicable to utility companies and utility contractors if they are secondary permittees performing only service line installations. An "Erosion & Sedimentation Inspection and Maintenance Report" sheet is attached. Should inspection reveal any deficiencies, a copy of the report shall be sent to: ATTN: ATTN: TRAVIS BURKE Kern --Coleman & Co. 7 Mall Court Savannah, GA 31406 912-354--8400 IJ 1 U 1INJr"Cl.. I i f -1C IINJ I /1LL/-i 11UP1 VI 11 IL IINI I if_1L_ .3LVIivIL_1N I .� i virv� REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER INSTALLATION. DESIGN PROFFESIONAL 7—DAY VISIT CERTIFICATION DATE OF INSPECTION: ---- Certify the site was in compliance with the ES&PC Plan on the date of inspection. GSWCC LEVEL II DESIGN PROFESIONAL CERTIFICATION # Inspection revealed the following discrepancies from the ES&PC Plan. ----------------------------------------------- These deficiencies must be addressed immediately and a re—inspection scheduled. Work shall not proceed on the site until design Professional Certification is obtained. I cerfify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system design to assure that qualified personnel properly gather and the information submitted. Based on my inquiry of the person or persons who mange the system, or those persons direclty responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are sigif'nt penalties for submitting false information, including the possibilty of fine an lmpris ent for knowing violations. 1.4 E ----------------__— SIGNATURE ro �o I CERTIFY THAT THE PERMITTEES EROSION, SEDIMENTATION AND POLLUTION CONTROL -n Vr� g C MANAGEMENT PRACTICES REQUIRED BY THE gEORG1A WATER QUALITY CONTROL ACTIr AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" o EROSION (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS c� XU OF JANUARY 1 OF THE YZAR IN WHICH THE LAN&DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECIEVING WATER(S) OR THE w r..( P o m co �g . UW" .� • U � u 5 a SCALE: NTS I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VIST ° TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT UNDER STAMP: �pR G� Ca X61 S 1-E P y c- o No. 11281 PROFESSIONAL `�O Fh'GiNEE� � �N S 4, STAW: ��-- --- 4 61Ste'? VrK PROFESSIONAL rho. 31215 PROFM AL ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESIONAL. axlciNAL ta=, AS.E:k3 FOR CONSTRU(,'TTON DAM ► CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST NU DATE REVSION MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND -DISTURBING ACTIVITY WAS PERMITTED„ PROVIDES FOR THE SAMPLING OF THE RECIEVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100003. I CERTIFY CINDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISi ; TO THF LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION. G U � til o T VIS G. BURKE, P.E. GSWCC CERTIFICATION 0 8134 CIS o SECONDARY PERMITTEES C NOTE: THIS MASTER LIST TO BE COMPLETE AND SIGNED. KEPT IN THE ON SITE CONSTRUCTION TRAILER o 8 o SECONDARY PERMITTEE'S SIGN WHEN RECIEVING PLANS. ALL SECONDARY y PERMITTEES MUST SUBMITCLI o SECONDARY NOI AT LEAST 14 DAYS PRIOR TO BEGINING CONSTRUCTION ACTIVITY. NAME: PHONE: �..� COMPANY. FAX: ADDRESS: ADDRESS: --------------------------- GSWCC LEVEL IA CERTIFICATION N0. ------------------ SIGNATURE c c, NAME: PHONE: COMPANY: FAX: ADDRESS: ° ADDRESS: -------------------------_— GSWCC LEVEL IA CERTIFICATION N0. ----------------__— SIGNATURE ro I CERTIFY THAT THE PERMITTEES EROSION, SEDIMENTATION AND POLLUTION CONTROL -n iDRAWTNG TMR: PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE gEORG1A WATER QUALITY CONTROL ACTIr AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" o EROSION (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS c� NOTES AND OF JANUARY 1 OF THE YZAR IN WHICH THE LAN&DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECIEVING WATER(S) OR THE DETAILS SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST o v MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100003. SCALE: NTS I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VIST ° TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT UNDER MY DIRECT SUPERVISION. PR(�Jr:CT NCS: 090407.000 DATE: 7/30/09 DRAWN BY: NPM 1 U CHlwC[G F,ly iiY: TCULi TRAVIS G. BURKE, P.E. GSWCC CERTIFICATION $A 8134 ❑ NOT FOR CONSTRUCTION SHr?r7 NO: RELEASED FOR CONST RUCTION N2 DATE: BY: