20081794 Ver 1_More Info Received_20090105

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
January 6, 2009
S&EC Project # 6832.P1
Division of Water Quality
Attn: Annette Lucas
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's 12/22/08 request for additional information (via email)
Apex Express Oil Change
Wake County, North Carolina
Dear Ms. Lucas:
This letter is in response to your email correspondence dated December 22, 2008 which requested
additional information for Apex Express Oil Change. The following restates your questions/comments and
is then followed by our response.
Additional Information Requested on December 12, 2008 (via email)
1. I did notice a number of items missing from the level spreader package -you may want to advise
the engineer to go through the Required Items Checklist once again and make sure I have ALL the
listed items or I will definitely have to put it on hold for that.
We apologize for neglecting to include all the appropriate information in our original submittal. Please see
the attached revised plan sheet that depicts both level spreader plan details, the section view of both level
spreaders, the time and date stamped photographs of the level spreader locations and the construction
sequencing which demonstrates how the level spreaders will be protected from sediment until the entire
drainage area is stabilized.
Please feel free to call me if you require any further explanation or additional information.
Sincerely,
?-?
Nicole J. Thomson `It
Regulatory Specialist i':''
JAN 6 2009
Attachments: 2 copies of Response letter
2 copies of color photographs of Level Spreader locations UENR - WATER UUALITY
2 copies of revised Stormwater Plan details WETLANDS AND STORMWATER BRANCH
Charlotte Office: Greensboro Office:
248 LePhillip Court 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
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P AD SECTION p~TP+lt LEVELS RE ER W
SCALE = 1 " = 5' N T 51GNS, ETC,) MUST MEET ANY APPLICABLE STANDARDS TOWN OF:APEX REQUIRED 0 ES CONSTRUCTION SEQUENCE
NOTES: FOUND IN THE TOWN OF APEX STANDARD
0 SITE DEVELOPMENT ACTIVITY INCLUDING BUT NOT SPECIFICATIONS AND CONSTRUCTION DETAILS AND THE I . N THE fQLCDINLN~ BE~JNS ONCYAI'7ER GONSTRUC170N PLANS ARf APPRO . A BYPASS DEVICE 15 NOT REQUIRED BECAUSE THE DE51GN OF Tt1E LEVEL LIMITED TO TESTING, CLEARING; INSTALLATION OF SSE REQUIREMENTS OF THE TOWN OF APEX PARKS AND NS ARFAPPRO~tD ANC15/GNED BYAPPROPRlA11= TOWN STAff. ~ V
SPREADERS ARE BASED ON THE TEN YEAR DE5iGN STORM. I UNTIL REQUIRED RECRI=ATION DEPARTMENT: MEASURES, OR GRAD NG, SHALL OGGUR I . FILL:OUT TREEIPROTECTION FENCING INSTALLATION PERMIT APPUC NOTESs `i i
2. AN UND>RDRAIN SYSTEM IS NOT REQUIRED BECAUSE OF THE INFILTRATION PROTECTION FENCING HA5 BEEN INSTALLED AND 5. RETAINING SYSTEMS PROVIDING A CUMULATIVE PERMIT APPLICATION (OT3TAIN FROM PLANNING DEPAR7MEh1T). I , ALL MATERIAIS AND METHODS OF CON 4LJ
2. HAVc A SURVEYOR FLAG PROPERTY LINES, EASEMENTS, BUFFEfLS RATIw OF THE 501E 15 HIDH ENOUGH TO PROPERLY DRAIN THE SYSTEM. INSPECTEp. A PROTECTION FENCING INSTALLATION VERTICAL RELIEF GREATER THAN FIVE FEET IN HEIGHT 3. CONTACT AN APEX PLANNING DEPARTMENT ZONING CODE ENFOR~ :NT5, BUFFEi~.S, TREE PROTECTION AREAS, AND FLAG THE PROTECTION LIMIT5. ' STRUGTION SHALL BE IN ACCORDANCE CODE ENF=ORCEMENT OFFICER (LI55A PARRISH) AT 249-3335 TO OI3TAiN APPROVAL WITH TOWN OF APEX STANDARDS AND 5P~CIFIGATION5.
PERMIT MAY BE OBTAINED AT THE PLANNING WITHIN A HORJZONTAL DISTANCE OF 50 FEEL' OR LESS, T TE I F NCI OCA IONS: 2. BOUNDARY AND TOPOGRAPI-IIG INFORMATION TAKEN FROM SURVEY PROVIDED ~ ~
INING WALLS OR MECHANICALLY FOR REE PRO CT ON E NG L T DEPARTMENT OR BY CALLING 919 249-3426. INCLUDING BETA 4. INSTALL APPROVED TREE PROTECTION FENCING, SIGNS, AND/QR , GNS, AND/OR AM' OTHER PROTECTION MEASURES THAT MAY BE REQUIRED. CAU. BY SMITH 4 SMITH SURVEYORS,
LEVEL SPREADER CONSTRUCTION SEQUENCE. 2, PROTECTION FENCING MUST BE PLACED AWAY FROM STABILIZED EARTH WALLS SHALL BE DESIGNED AND SPONSIBLE CHARGE OF A PLAfidNING AT 249-3335 FOR A FINAL INSPECTION OF PROTECTEC OF PROTECTION MEASURES, PLANNING WILL FORWARD APPROVAL TO THE 3. NO FEMA MAPPED FLOODPLAIN EXI5T5 ON THIS PROPERTY PER FEMA MAP.
ANY SAVElJ TREE ONE FOOT FOR EACH INCH OF TREE CONSTRUCTED UNDER THE RE ENVIRONMENTAL SPECIALIST ROCKY 8055). THE FOLLOWING MUST OCCUR PRIOR TO FINAL-PLAT AND/OR COr PROFE55(ONAL ENGINEER.AND COMPLY IN ( #3720074 I OOJ DATED 02 MAY 2006. ~
CALIPER, PROTECTION FENCING MUST;BE PLACED AT REGISTERED 5. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENTATION AND ERI LEAST 10-FEET AWAY FROM ANY OTHER :DESIGNATED ALL ASPECTS WITH THE NC BUILDING CODE SECTION , 'ATION AND ER0510N CONTROL MEA5URE5 FROM THE ENVIRONMENTAL SPECIALIST. 4. WETLAND INFORMATION PROVIDED ON',5URVEY PRAM SMITH ~ SMITH
f . WATT TILL THE CONTRIBUTING DRAINAGE AREA FOR THE LEVEL SPREADER AREA 15 MS MEETING THIS C ITERIA WILL 6. THROUGH THE ENVIRONMENTAL SPECIALIST AT 249-3397, SCHE RESOURCE CONSERVATION AREA, SUCH AS BUT NOT 1610. RETAINING SYSTE R AND OTHER TOWN STAFF, 9-3397, SCHEDULE APRE-CONSTRUCTION MEETING WITH ENGINEERING INSPECTORS SURVEYORS, ; p ~p 5. CONTRAGTOR SHALL HAVE NORTH CAROLINA ONE CALL (I -800-632-4949) ~
STABLE, THEN THE FOREBAY, LEVEL 5PREADER, FILTER FABRJC, #57 STONE, AND ~ I TORIC BUILDINGS AND STRUCTURES REQUIRE A SEPARATE BUILDING PERMIT i'RIOR TO START LIMITED TC H 5 7. INSTALL. GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSI aRARY DIVERSIONS, 51LT FENCING, SEDIMENT BA5tN5, BYPASS CHANNELS, AND/OR LOCATE ALL EXISTING UTILITIE5 PRIOR TO 61rGINNING CONSTRUCTION: p
GROUNDCOVER GAN INSTALLED, WETLANDS; AND POND5. PROTECTION FENCING IviUST 6E OF WORK. PLANS, CLEAR ONLY A5 NECESSARY TO INSTALL THESE DEVICES, ~ 6. CONTRACTOR SHALL INSTAL(: ALL ER0510N CONTROL DEVICES tN THE BEST
2. ALL INFRASTRUCTURE viUST BE INSTALLED. THE UIL ING INSPECTION OTHER MEASURES A5 SHOWN ON THi: APPROVED PLANS, CLEAR PLACED ALONG THE OUTSIDE LINE OF THE 100-YEAR 6. A GRADING PERMIT FROM B D 8. CALL THE ENVIRONMENTAL SPECIALIST AT 249-3397 FOR ON-5Tl 97 FOR ON-SITE INSPECTION AND OBTP;IN GERTiFICATE OF COMPLIANCE. LOCATION BASED UPON FIELD CONDITIONS.
3. DESIGN ENGINEER MI15T SUBMIT AN A5-BUILT PACKAGE WHICH MEETS ALL PLAIN AND THE OUTSIDE EDGE OF ANY RIPARIAN DIVISION 15 REQUIRED PRIOR TO ANY GRADING ON THE INC UDING A SIGNED AND SEALED FLOOD 9. COMPLETE GRADING PERMCi APPLICATION (OBTAIN FROM BUILDfN REQUIREMENTS PRESENTED IN THE TOWN 5PEC BOOK L BUFFER. ADDITIONAL PROTEC710N FENCING MAYBE SITE IN CONFORMANCE WTfF1-THE NG BUILDING CODE FROM BUILDING INSPECTIONS DiV1510N). 7. THE MAXIMUM 5LOPE ACR055 THE HANDICAP PARKING SPACES SHALL NOT. ~ W_ 201
CERTIFICATION STATEMENT. I ING PERMIT 10. ONG'E GRADING PERMIT E5 REVIEWED AND ISSUED BY BUILDING II REQUIRED IN OTHER LOCATIONS CLOSE TO APPENDIX J (GRADING). THE BU LD t3Y BUILDING f NSPECTI0N5, ARRANGE APRE-CONSTRUCTION MEETING WITH BUILDING`'' EXCEED I :48,
N Y THE ENVIRONMENTAL .PROGRAMS MANAGER MUST BE INSPECTIONS (BUOY BAKER) AT 249-3381 PRJOR TO ANY GRADII 4. A FINAL tNSPECTiO B CONSTRUCTION ACTIVITY WHERE TT 15 DEEMED APPLICATION SHALL LIST THE GRADING CONTRACTOR APJD TO ANY GRADINGACTIVITIES. THIS MEETING 15 SEPARATE FROM ANY OTHER 8. THE MAXIMUM SLOPE ALONG A HANDICAP ACCE551BLE PATH SHALL NOT EXCEED oxre
CONDUCTED ONCE THE A5-BUILT SUBMITTAL HA5 BEEN RECEIVED. P CTOR RETAINED TO OVERSEE THE PRE-CONSTRUCTION MEETINGS REQUIRED IN THE CONSTRUCTION ;ONSTRUCTION SEQUENCE, I :20, UNLE55 A HANDRAIL 15 PROVIDED.. ' NOVEMBER 3, 2008 1LL TIMES. 9. THE DISTURBED AREA IS 0.6 AG
AN IN NECESSAk,Y BY THE ZONING ENFORCEMENT OFFICER; 50115 FIRM OR INS E I ! : POST GRADING PERMIT PROMINENTLY ON SITE AT ALL TIMES. 5. SUBMIT A LEVEL SPREADER 0#M AGREEMENT.. TO .JEAN WEATHERM SUCH AREAS MAY INCLUDE BUT ARE NOT UNITED TO SOILS COMPACTION ON THE SITE IN CONFORMANCE ~F THE 51TE: ! 0. THIS SITE 15 EXEMPT FROM THE REQUIREMENTS OF SECTION 6. I WATERSHED iorr
CONSTRUCTION MANAGEMENT. HAFT 17 OF THE NORTH CAROLINA STATE 12. BEG'tN CLEARING, GRUBBING, AND. ROUGH GRADE OF THE SITE: N COMMON PROPERTY LINES OR NEAR PUBLIC AREAS WITH C ER 13. STOCKPILE SUfFICiENT AMOUNT OF TOPSOIL TO COVER 3 INCHE' PROTECTION OVERLAY DISTRICT 51NCE THE DISTURBED AREA 15 LE55 THAN I ACRE DWQ COMMEI~tTS OVER 3 INCHES OVER LANDSCAPED AREAS AT THE END OF THE PROJECT,
6. SUBMIT MAINTENANCE BONDS TO JEAN WEATHERMAN IN CONSTRUCTIO ALK ETC BUILDING CODE. DAILY REPORT5 BYTHE SOILS (SIDEW 5, ) 14. INSTALL STORM SEWER, IF SHOWN; AND PRpTEGT INLETS WITH IP MANAGEMENT. 3, ALL GRADING ANp SUPPORT STRUCTURES INSPECTOR 5HALL BE MADE AVAILABLE TO THE BUILDING INLETS WITH INLET PROTECTION DEVICES, SEDIMENT DEVICES, ANDlOR OTHER PER 5ECTION 6.1.3(A) OF THE TOWN Of APEX UDO:
APPP~OVED MEA5URE5 AS SHOWN ON PLANS, MAINTAIN DEVICE ASSOCIATED WITH ANY RETAINING STRUCTURE 5HALL OFFICIAL UPON REQUEST. THE COMPLETED FINAL SOILS ~ OMPLETION OF Y TA LISH GRC INTAIN DEVICES AS NEEDED, ! I . ALL SLOPES OF 2: I OR STEEPER SHALL BE STABILIZED WITH PERMANENT SLOPE
P T 5HALL INCLUDE THE INFORMATION REQUIRED BY 15. AFTER C AN PHASE OF GRADING, E5 B NOT ENCROACH INTO ANY REQUIRED BUFFER OR RE OR 16. STA~SILIZE 517E A5 AREAS ARE BROUGHT UP TO FINISHED GRADE 'STABLISH GROUNDCOVER ON GRADED SLOPES AND FILL5 WITHIN 2 ( CALENDAR DAYS. RETENTION OR A SUITABLE COMBINATION OF PLANT3NG5 AND RETENTION DEVICES.
~ PROTECTED AREA. (SUCH A5 BUT NOT LIMITED T0, RCA SECTION 180 I THROUGH ! 803 ALONG WITH A PLOT IISHED GRADE WITH bEGETATtON OR PAVING. ! 2. ALL VALVE BOXES 4 COVERS, STORM DRAINAGE GRATI=S ~ MANHOLE COVERS IN S; CLEAN AND REMOVE SEDIMENT PROM TEMPORARY SEDIMENT HOLDING DEVICES. TOWN RIGHT-OF-WAY OR EASEMENTS 5HALL MEET ASTM A48, GRADE 35B PRON
IT AN THE LfM1T5 OF THE 17. FLUSH AND CLEAN ALL STORMWATER SYSTEM PIPES; CLEAN ANC AND CRiTI~AI ROOT ZONES OF TREES, PUBLIC UTILITY MAP LOCATING ALL TEST 5 ES D FOLLOW BMP CONSTRUCTION SEQUENCE FOUND ON THE GRADIP aN THE GRADING ANDIOR BMP DETAIL SHEET5 ON THE CONSTRUCTION PLAN SET. REQUIREMENTS.
EASEMENT`S AND RIGHTS-OF-WAY), AND 5HALL BE COMPACTED FILL AREAS. THIS REPORT MU5T BE SEDIMENT BASINS ETC. AND PROVIDE ADEQUATE COVER OR PAVE ANY RESULTING ~ o ~ 0 20 ao
TED BY THE BUILDING 18. REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BAS CONTAINED ENTIRELY ON SITE. PRESENTED TO AND AGCEP BART=AREAS. ALL PERMANENT EROSION CONTROL DEVICES, SUC EVI ES SUCH A5 VELOCITY DI551PATERS SHOULD BE INSTALLED AT THI Ui~ ~~~(~~°3}°" D C 5 f'iINT, .rt, A w"
4. SITE ELEMENTS REQUIRED TO SATISFY RECREATIONAL OFFICIAL PRIOR TO BUILDING PERMITS BEING ISSUED ON t/E'f.crA Tl/1A1 LI Af! tlCCAI Cf`7A tll ir_tJCn I~A11 C~/t /itllIA IA ICAIT ClrtAenlll lCliTAI CDC!^I611GT AT AAC QQ~'7 Gf1b GIAIAI CITC 141C.DC/"Ylnll ~ .~~6 ~ ~
REQUIREMENTS SUCH AS BUT NOT LIMITED TO PLAY THE 51TE. CONTACT JEPH ALLEN AT 249-3379 FOR i U. WI IFiv vLvLIntl VN rir~ ULLN LZ~ invU,~[ iwu, w-WALL L14V I Nt-I IVIL-1V1 LNV I Nt-114IVILIV I ML c71 LLIIILI(,/I nI GK?'7~7i/! I VIII IIW1L:11IL 114L;f L.liIMAN. JAI, ^',FY 1
20. OBTAIN CERTIFICATE OF COMPLETION FROM ENVIRONMENTAL 5PI FIELDS AND GREENWAY TRAILS AND ITEMS TYPICALLY INFORMATION. .ONMENTAL SPECIALIST AFTER PASSING FINAL SITE INSPECTION. ?
21. OWNER 15 RE5PON5113L.E FOR PERMANENT EROSION CONTROL MP ASSOCIATED WITH THEM (BENCHES, TRASH CONTAINERS, V CONTROL MAINTENANCE OF THE SITE. WEt"YE$rkR,QUA~ GRAPHIC 5CALE DgR- r~mry,r 08