Loading...
HomeMy WebLinkAboutNCG140425_MONITORING INFO_20190212STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. /v DOC TYPE ❑HISTORICAL FILE MONITORING REPORTS DOC DATE ❑ YYYYMMDD STORMWATER DISCrfARGE OUTFALL (SDO) ANNUAL SUMMARY DATA MONITORING REPORT (DMR) Calendar Year Individual NPDES Permit No. NCS❑❑❑❑❑❑ or Certificate of Coverage (COC) No. NCGER101YER0 This monitoring report summary of the calendar year should be kept on file on -site with the facility SPPP. Facility Name: County: Phone Number: Total no. of SDOs monitored Outfall No. dry Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No Lv1 If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? Enough consecutive samples below benchmarks to decrease frequency ❑ Received approval from DWQ to•reduce monitoring frequency ❑ Other ❑ Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No L� 2 zo19 -- CElVTp�4L Fl DVVR sFCTlps Parameter, (units) Total Rainfall, inches Benchmark N/A Date Sample� Collected, mmIddlyy l+tn' Ef •y r.iwaL iy �,. + "h.' ":� xn ky :� ? :1 i ro r x i ;A �. _Hfi r r' i, ..`t �: ✓ ' .„ a t Csp: , y}I'`.. L n r� tip.. u 1� �,.Crf i �'rry rt 1 � 1A 4 7 ''r AIJ A7, r �1 IEEE SW U-264-Generic-13Dec2012 I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance cairn a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person .br persons who manage the system, or those persons directly 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 significant penalties for submitting false information, including the possibility ofXps and OWonment for knowing violations." Signature Date A For questions, contact your local Regional Office: DWQ Regional Office Contact Information: ASHEVILLEREGIONAE''OFFICE FAYETTEVILLEAEGIONAL!OFFICE .M0_0RESVILI E!REGION`_`"FFICE 2090 US Highway 70 225 Green Street 610 East Center Avenue/Suite 301 Swannanoa, NC 28778 Systel Building Suite 714 Mooresville, NC 28115 (828) 296-4500 Fayetteville, NC 28301-5043 (704) 663-1699 (910) 433-3300 RALE_ IGH REGIONAL OFFICE WASHINGTON�AEGIONAL',OFFICE LW , MINGTON�_�REGIONAL�OFFICE 943 Washington Square Mall 127 Cardinal Drive Extension 3800 Barrett Drive Raleigh, NC 27609 Washington, NC 27889 Wilmington, NC 28405-2845 (919) 791-4200 (252) 946-6481 (910) 796-7215 ----- _-.__--- ! To'pra°serve',p7ioteet WINSTON�SA`LEM,,REGIONAh,.,OFFICE CENTRAL10FFICE 1617 Mail Service Center 585 Waughtown Street Winston-Salem, NC 27107 Raleigh, NC 27699-1617an[lrerihanse,, f 336) 771-5000 919 807-6300'ruortj� Carahnas;ivafer SW U-264-Generic-13Dec2o12 k r� 5 STORMWATER DISCirfARGE OUTFALL (SDO) —� ANNUAL SUMMARY DATA MONITORING REPORT (DMR) Calendar Year S-ai �7 Individual NPDES Permit No. NCS❑❑❑❑❑❑ or Certificate of Coverage (COC) No. NCG❑HF01m©5❑ This monitoring report summary of the calendar year should be kept on file on -site with the facility SPPP. RECEIVED Facility Name: EAG 6 KOCr— FEB 21 2018 County: WAKE CENTRAL FILES Phone Number: ( ) S1IP 7077 Total no. of SDOs monitored DWR SECTION Outfall No. GO/ Is this outfall currently in Tier 2 (monitored monthly)? Yes ❑ No [? Was this outfall ever in Tier 2 (monitored monthly) during the past year? Yes ❑ No R"' If this outfall was in Tier 2 last year, why was monthly monitoring discontinued? Enough consecutive samples below benchmarks to decrease frequency ❑ Received approval from DWQ to reduce monitoring frequency ❑ Other ❑ Was this SDO monitored because of vehicle maintenance activities? Yes ❑ No d Parameter, (units) Total Rainfall, inches Benchmark N/A Date Sample Collected, mm/ddlyyjz is Ma N t_M7, Arir-_ _A V13 C RTM 6-i5 joj.)' - DEC°. J7AJ ? I I I I SW U-2F4-Generic-13Dec2012 I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance Whn a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly 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 significant penalties for submitting false information, including the possibility of fines a prisonment for knowing violations." Signature Date 2--1 Z -%8 For questions, contact your local Regional Office: DWO Regional Office Contact Information: )ASHEVILLE•REGIONAL OFFICE FAYETTEVILLE REGIONAL OFFICE MOORESVILLE REGIONAL OFFICE 225 Green Street 610 East Center Avenue/Suite 301 2090 US Highway 70 Swannanoa, NC 28778 Systel Building Suite 714 Mooresville, NC 28115 (828) 296-4500 Fayetteville, NC 28301-5043 (704) 663-1699 (910) 433-3300 RALEIGH REGIONAL OFFICE WASHINGTON REGIONAL_ OFFICE WII.MINGTON REGIONAL OFFICE 3800 Barrett Drive 943 Washington Square Mall 127 Cardinal Drive Extension Raleigh, NC 27609 Washington, NC 27889 Wilmington, NC 28405-2845 (919) 791-4200 (252) 946-6481 (910) 796-7215 WINSTON-SALEM- REGIONAL OFFICE CENTRAL OFFICE 1617 Mail Service Center - -- --— -- - ---... --- --- -- --------------- To`Piasenre•protctr 585 Waughtown Street Winston-Salem, NC 27107 Raleigh, NC 27699-1617 E . ; ,`and.enhance 0 (336) 771-5000 (919} 807-6300 1� Nosh=Caro1lna's SW U-264-Generic-13Dec2012 STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE NO. NCG14 D 4 2 Si_ FACILITY NAME: E ULf 906K PERSON COLLECTING SAMPLES CERTIFIED LABORATORY OPTIONAL INFO: Part A: Stormwater Monitoring Requirements Lab # Lab # SAMPLE COLLECTION Y R: Z Dl7 SAMPLING PERIOD: [XJuly-December ❑ January -June COUNTY 1hl06 PHONE NO. (ql'? ) I' ADD TO LISTSERVE? [-]YES ❑NO EMAIL: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA []Trout ❑Other Outfall No. Date Sample Collected (mo/dd/yr OR NO FLOW)' PH (Standard Units) TSS (mg/L) Event Duration (minutes) K1FI''FI1 Total' Rainfallq vr,lY D 9 (in) jj=j.Ih�Tier 2 ' INlonthly TIMonitoring? (y/n) # of Months in Tier 2 Sampling' „ - - 2 fi-9 100 " i, 4r:tOCUII IPr)0AAATz,3 uFr)Monnn: AV _ 1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. ' If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. 3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l, ° For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 1 of 2 Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. outfall No. Date Sample Collected I (mo/dd/yr)1 PH (Standard Units) TPH using method 1664A SGT-HEM (mg/L) Total Suspended Solids (mg/L) Event Duration (minutes) Total a Rainfall (in) New Motor Oil Usage (gal/month) In Tier- Z Monthly Monitoring? (y/n) # of Months in Tier 2 Sampling2 6-92 152 1002,3 HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALI_ (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO 2( HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail Orieinal and one copv of this DMR (includine all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample for at end of monitorine period in case of "No Flow" to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those person directly respo ible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. am awar ther ificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." (Signature of er ittee) ( at Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 2 of 2 STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT No. NCG140000 CERTIFICATE OF COVERAGE NO. NCG�1})am4 d/ FACILITY NAME: lfhL i _ l'07� f PERSON COLLECTING SAMPLES CERTIFIED LABORATORY Lab # Lab # OPTIONAL INFO: Part A: Stormwater Monitoring Requirements SAMPLE COLLECTION YEAR: ga17 SAMPLING PERIOD: ❑ July -December January -June COUNTY PHONE NO. () ADD TO LISTSERVE? ❑YES ❑NO EMAIL: DISCHARGING TO CLASS: ❑SA ❑HCtW ❑PNA []Trout ❑Other. Outfall No. Date Sample Collected (mo/dd/yr OR NO FLOW) pH (Standard Units) TSS (mg/L) Event Duration [minutes) Total Rainfall° (in) In Tier 2 Monthly Monitoring? (y/n' ff of Months in Tier 2 Sampling, 6-92 1000 - - - L 0 Z017 TRPL FILES If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. TSS benchmark values are 100 mg/l, except when discharging to ORW, HOW, Trout, and PNA waters where they are 50 mg/l. ' For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 1 of 2 Part 8: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. Outfall No. Date Sample Collected (mo/dd/yr), pH (Standard Units) TPusing method 1669A SGT-HEM (mg/L) Total Suspended Solids (mg/L) Event Duration (minutes) Total Rainfall° (in) New Motor Oil Usage (gal/month) In Tier 2H Monthly Monitoring? (y/n) # of Months in Tier 2 Sampling, 6-9' 15' 100,11 - - - HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑ HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample for at end of monitoring period in case of "No Flow") to: Division of Water Quality Attn: DWQCentraI Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly respons' le r gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. am aware that th re si t penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." 7 S /7 11 (Signature of Permit ee (Date) Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 2 of 2 PROCESS WASTEWATER — Quarterly Discharge Monitoring Report GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE NO. NCG14 0 4 2 6 FACILITY NAME: Chandler ConcreteLPiedmont Inc. - Plant 117 PERSON COLLECTING SAMPLES: CERTIFIED LABORATORY:Pace Analytical Lab #6BECEIVED LIMIT VIOLATIONS? YES ❑ NO ® NOV 0 2 Z016 CENTRAL FILES DWR SECTM Part A: Wastewater Monitoring Requirements / Orig - State 0 Copy - State 0 Copy - Plant 0 Copy - File SAMPLE COLLECTION YEAR: 20 SAMPLE QUARTER: ®Jul -Sept ❑Oct -Dec Dian -March ❑April -June COUNTY: Guilford PHONE NO. (336) 378 - 1008 ADD TO LISTSERVE? DYES ®NO EMAIL: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other WS-V; NSW OPTIONAL INFO: Outfall No. Date Sample Collected' (mm/dd/yr) Type of Wastewater (VE, RM, MD)s pH (standard) Total Suspended Solids (mg/L) Settleable Solids (mL/L) TPH usingDischarge method 1664A SGT HEIte (mg/L) Duration (minutes) Total Flow (gallons/day) - - - 6-93A 3035 53 (15)6 - - 1 NO FLOW VIE RM MD - - - - - - No Qualifying Discharge this Period - 1 If wastewater systems have not discharged in this quarter — report "No Flow" or "No Discharge' here. Please make sure to mark the sample quarter above. 2 Report the abbreviation for the type of Authorized Wastewater Discharges here: Vehicle and Equipment Cleaning (VE), Raw Material Stockpiles (RM), Mixing Drum Cleanout (MD). Report more than one type if the waste -stream is commingled. 3If an effluent limit is exceeded twice in a row, the permittee is required to institute monthly monitoring for that parameter for six months, unless DWQ RO staff notifies you to continue monitoring. pH limits are 6-9 S.U. for wastewater discharges to freshwaters, and 6.8-8.5 S.U. for discharges to saltwaters. 5 TSS limits are 20 mg/L for wastewater discharges to HQW waters, 10 mg/L for Trout and PNA waters, and 30 mg/L for all other water classifications. 6 Process wastewater discharges shall only be monitored for TPH when commingled with stormwater discharges from VMA areas. TPH does not have a limit for wastewater, but instead is subject to benchmarks and provisions of Part IV, Section A, including the Tiered Response Action. Flow rate can be measured continuously or calculated. Flow limits for wastewater discharges to HQW waters shall be set to 50% of the Summer 7Q10 Flow as per 15A NCAC 02B .0224. Permittees who discharge wastewater to HQW waters shall obtain a Summer 7Q10 flow and report this information to DWQ. If the permittee cannot obtain a Summer 7Q10 flow for the receiving waters at the discharge location, the permittee shall notify DWQ, and the DWQ Regional Office may require an annual flow report on a case -by -case basis. Permit Date: 7/1/2011-6/30/2016 last Revised 07/27/14 Page 1 of 2 MAIL ORIGINAL AND ONE COPY OF THIS ANNUAL SUMMARY (INCLUDING ALL "NO FLOW", "NO DISCHARGE") WITHIN 30_DAYS _OF RECEIPT OF SAMPLE iOR AT END OF MONITORING PERIOD IN CASE OF "NO FLOW") TO: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 (919) 807-6379 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: N certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the Information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly 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 ther re significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." �- of frermittee) Permit Date: 7/1/2011-6/30/2016 b lz-,7 /Z (D te) Last Revised 07/27/14 Page 2 of 7 STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT NOACG140000 CERTIFICATE OF COVERAGE NO. NCG,.1y�4Q � I - FACILITY NAME R<4 OWC10t — — PERSON COLLECTING SAMPLES -5kf92-- Tyr CERTIFIED LABORATORY PRI S M Lab # U Lab # OPTIONAL INFO: Part A: Stormwater Monitoring Requirements 201� RECEIVED SAMPLE COLLECTION YEAR: OC SAMPLING PE IODJuly-December ❑January -June . COUNTY lkffrCENT PHONE NO. ( L ) DWR ADD TO LISTSERVE? []YES ❑NO EMAIL: DISCHARGING TO CLASS: [—]SA ❑HQW ❑PNA ❑Trout ❑Other Outfall No. Date Sample Collected Imo/dd/yr OR NO FLOW)' pH {Standard Units) TSS (mg/L) Event Duration (minutes) Total a Rainfall (in) In Tier 2 i Monthly 11 Monitoring? ly'n) # of Months in Tier Z 2'Sampling - - 6-9 100 ' - - dn 7 ZD D I If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. 2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. 3 TS5 benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l. "For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. 0 5 Ulb RAL FILES SECTION R CTLES ION Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 1 of 2 Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. ,} it Outfall=' �F No i ., t i r. r i Dal, am lel 4� p G6Il�ected�1� t s' ,(mo/dd/Y�}g _ ,. is 4� si i .fig +° a s+ pH ,� )t �,, . I !(Standard' is; +� . , iUnits # { :( 4 I }.+ i ri `{ :a -, �a � 4 + �TPHIusing methadil 4, , .Y� ,,, � 1664A SGT=HEM: ; m L € ' ( g/ }+,' I i ? -l� ��; � 1 . ,1'x.. :1Total Suspended :� . r° 1 4 „Solldsi, '1 ; rite L '' 1 i(, g� }��q I ! i'• , ' � t I 1 I _� i', � (Event, ,1i r r• A, SDuration{ minutes (Minutes) i iI f] '4 ', 3f ; �i�` �sti , i ; ITotal,i , tt,. b ram. iRainfant : in I t( }�g , i j a' I ..:1• t � •: �lNew, Motor Oil • xr. Usage; •�' 1, al month ,/ �� a a� r i i i:�;� Vic'', ..I�f In Tier, 2 ; ;x a. ?�. s €-: Monthl I +, tY 'jMonitoring.,�s..� �;( t a(Y/n}1ttF I -, ,?i .SF i• r. i � �� .. + '' # of,Months. r. a in�Tier 2"' i zr Sampling y i ! "ii... ls' -gam2,3 "�:i _1 �, 1 'il) i> ii+ i �. i I'ra ¢j, E i ''•�• HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ N0,�j HAVE YOU CONTACTED THE REGION? YES ❑ NO'®, REGIONAL OFFICE CONTACT NAME: Mail Original and one coov of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of samole (or at end of monitoring period in case of "No Flow") to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those pers directly res onsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete am awar th t there ar gnifi ant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." L?- (Sign ture Permittee) (Date) Permit Date:7/1/2011-60/30/2015 Last Revised 7/13/11 Page 2 of 2 � STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE NO..NCG14 4 q Z 5 li-Al kb FACILITY NAME: CCE_IZQCK CANCB-/__. PERSON COLLECTING SAMPLES CERTIFIED LABORATORY Lab # Lab # OPTIONAL INFO: Part A. Stormwater Monitoring Requirements SAMPLE COLLECTION YEAR; 2,01 SAMPLING PERIOD: ❑ July -December January -June COUNTY 1A)44"c PHONE NO.'( ) ADD TO LISTSERVE? ❑YES []NO EMAIL: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout []other, Outfall No. Date Sample Collected mo dd/yr OR (/ NO FLOW)1 PM (Standard Units) TSS (mg/L) Event Duration (minutes) Total 4 Rainfall (in) In Tier 2 Monthly Monitoring? (y/n) q of Months In Tier z 2 Sampling - 6-9 100 , - - - - JUL I I n1b WR SE V ' If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. 2 If a value Is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. 3 TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l. `For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 1 of 2 • Part B: Vehicle Maintenance Activitv Monitoring Reciulrements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. Outfall :. 'No.. Date Sample Collected (mo/dd/yr}s pH {Standard Units} TPH using method 1664ASGT-HEM. (mg/L} Total Suspended .. Solids ,{mg/L} : ":Event Duration (minutes) Total a '`Rainfall ;(In} .: New Motor. Oil . - . - Usage (gal/month) :In Tier 2 ` ... Monthly MonitoringZ :{y/n) # of. Months �In.Tle.r.2 ' z . Sampling 6-9 152 100 ' HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑ HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail Original and one coov of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample for at end of monitoring period in case of "No Flow") to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED, "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel pro erly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly respo i for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. am aware tha a are nt penalties for submitting false information, including the possibility of fl and imprisonment for knowing violations." 7�,� I & (Signature of Per t ) (Date) Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 2 of 2 STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM Y'. GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE NO. NCG140 0 Z- FACILITY NAME: F.&JtE Ro(K_ cay4 7 -ar mg1inol PERSON COLLECTING SAMPLES 06XMg 129r7. CERTIFIED LABORATORY FWSM Gdff� Lab # Lab # OPTIONAL INFO: Part A: Stormwater Monitoring Requirements SAMPLE COLLECTION YEAR: 2-oiSr SAMPLING PERIOD: Z] July -December ❑ January -June COUNTY.OiKF' PHONE NO.( 419)5-79`7077 ADD TO LISTSERVE? ❑YES �NO EMAIL: RECEIVED NOV 16 2015 CENTRAL FILES DWR SECTION DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ❑Other Outfall No. Date Sample Collected (mo/dd/yr OR NO FLOW)1 pH (Standard Units) TSS (mg/L) Event Duration (minutes) Total a Rainfall (in) In Tier 2 Monthly Monitoring? (y/nI # of Months in Tier z 2 Sampling - - 6-9 100 ' - �! 1 Z-t 1.160 ohV4 5 h IV ' If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. 2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. a TSS benchmark values are 1D0 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l. For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. I Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 1 of 2 Part,6: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. outfall No. Date Sample P Collected 1 (mo/dd/yr) pH (Standard Units) TPH using method 1664A SGT-HEM (mg/L) Total Suspended Solids (mg/L) Event Duration (minutes) Total Rainfall (in) New Motor Oil Usage (gal/month) In Tier 2 Monthly Monitoring? (y/n) t# of Months in Tier 2 Sampling' 6-9 15 100 , - - - HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring Rp iod in case of "No Flow") to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those perso s directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete am away t there �ant penalties for submittin fats information, including the possibility of fines and imprisonment for knowing violations." � %� � ��' 6C // /z-� Permittee) Permit Date:7/1/2011-60/30/2015 (Date) Last Revised 7/13/11 Page 2 of 2 Semi-annual Stormwater Discharge Monitoring Report (DMR for North Carolina DEMLR General Date submitted CERTIFICATE OF COVERAGE NO. NCGG16 d �a T_' � ! FACILITY NAME J,T, 661&tn/ (200? COUNTY PERSON COLLECTING SAMPLES aDC�D LABORATORY /V/4eAdr�L? Lab Cert. # Comments on sample collection or analysis: Part A: Stormwater Benchmarks and Monitoring Results mit No. NCG160000 - Asphalt SAMPLE COLLECTION YEAR o207Sr SAMPLE PERIOD El Jan -June 2 July -Dec REr 1=\�1= ror El Monthly' (month) DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA NOV 16 2015 ❑Zero -flow ❑Water Supply ❑SA ]Other CENTRAL FILES DWR SECTION PLEASE REMEMBER TO SIGN ON THE REVERSE 4 No discharge this period?z Date Sample 24= Outfall Nohour_tainfall . collected-i ' .amount,", .• --- - -3. .Total Suspended ds Soli {mo/dd/yr], Inches Benchmarks ==>. 100;mg/L oe,- -mg/L ' n2 ' 11 ,o AIGld 1 1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall. z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here. 3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement. 4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies. Note: Results must be reported in numerical format. For example, do'not report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non - numerical format. When results are below the applicable limits, they must be reported in the format. "<XX. mg/L", where XX is the numerical value of the detection limit, reporting limit, quantitation limit, etc. in mg/L. Note: if you report a sample value in excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text. Permit Date: 10/1/2014-9/31/2019 SWU-252, last revised 9/17/2014 Page 1 of 2 Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. n No discharge this neriod?2 Outfall No z,..; µ. _ Date Sample p Caliectedl (mo%dd/.yr) 24-hour ramfali amount, 3 _ : Inches y_ Non polar,0.&G by'EPA [SGT=HEM}: _ Total:Suspended Solids ;Benchmarks > - "- i5 mg/L 400 mg/L or.50 mg%L , ., Footnotes from Part A also apply to this Part B Note: If you report a sample value in excess of the benchmark, you must.implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text. FOR PART A AND PART B MONITORING RESULTS: • A SINGLE BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. • 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. • TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDANCES FOR THE SAME PARAMETER ATANY ONE OUTFALL? YES ❑ NO ❑ IF YES, HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE AS REQUIRED BY THE PERMIT? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail an original and one copy of this DMR, including all "No Discharae" reports, within 30 dovs of receipt of the lab results for at end of monitorina period in the case of "No Discharae" reports) to: Division of Water Resources Attn: DWR Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware t�A-t);iere are significant penalti,96 for submitting false information, including the possibility of fines and imprisonment for knowing violations." (Signs u,r4q�df Permittee) 1 �a -02 5- (Date) !rrfiit Date: 10/1/2014-9/31/2019 SWU-252, last revised 9/17/2014 Page 2 of 2 Semi-annual Stormwater Discharge Monitoring Report (DMR for North Carolina D6MLR General ermit No. NCG160000 - Asphalt Date submitted 1D d °� CERTIFICATE OF COVERAGE No. NCG16 0 0 FACILITY NAME (20Rp T COUNTY PERSON COLLECTING SAMPLES LABORATORY Z&egA&da_ Lab C_ ert. # Comments on sample collection or analysis: Part A: Stormwater Benchmarks and Monitoring Results SAMPLE COLLECTION YEAR oICJ7� SAMPLE PERIOD ❑'Jan -,June 2 July -Dec or ❑ Monthly' month DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA ❑Zero -flow ❑Water Supply [:]SA Other PLEASE REMEMBER TO SIGN ON THE REVERSE 4 ❑ No discharge this period?2 Date Sample --24 hour rainfall -�- O_ utfall No Collected -:. amount, Total Su spended Solids ' (mo/d.d/Y[) Inches3..,:.. Benchmarks > k 100 mg/L or=50,mg/L 37 L_ ' Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceed ance for the same parameter at the same outfall. Z For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here. 3The total precipitation must be recorded using data from an on -site rain gauge, Unattended sites may be eligible for a waiver of the rain gauge requirement. 4 See General Permit text, Table 3, identifying,the especially sensitive receiving water classifications where the more protective benchmark applies. Note: Results must be reported in numerical format. For_example, do not report Below Detection Limit, BDL,.<PQL, Non -detect, ND, or other similar non - numerical format. When results are below the applicable limits, they must be reported in the format, "<XX rims/L", where XX is the numerical value of the detection limit, reporting limit, quantitation limit, etc: in,mg/L. T . Note: If you report a sample value in excess of the benchmark, you must implement Tier 11 Tier 2, or Tier 3 responses. See General Permit text. Permit Date: 10/l/2014-9/31/2019 SWU-252, last revised 9/17/2014 Page 1 of 2 Part8: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal ofnew oil per month. 78odisc orcethis oeriod?2 Footnotes from Part A also apply to this Part B, . .. :. . . r 1. ' Note: If you report a sample value in excess of the benchmark, you must, implementTier 1,Tier ��Tier 3 responses. See General Permit text. FOR PART A AND PART B MONITORING RESULTS: ° ASINGLE BENCHMARK EX[EEOANC[TRIGGERS TIER 1REQUIREMENTS. ° 2EX[EEO4mCE5|N4ROW FOR THE S4m�EPARAMETER ` ATTHE SAME OUTFALLTRIGGER-TIER %REQUIREMENTS. ° TIER 3: HAS YOUR FAC|L|TYHAD 4ORMORE BEN [H&8ARK EX[[EoAmCE3FOR THE SAME pARAM[TE nATANY ONEOUTFALL? YES NO IF YES, HAVE YOU CONTACTED THE DEMLR REGIONAL OFFICE AS REQUIRED BY THE PERMIT? YES F]Nb F1 REGIONAL OFFICE CONTACT NAME: � � . ..' Mail an original and one copy of this QMR, including all "No Discharge" repolls, within 30 daLs of receipt of the lob results (or at end of monitoring period in the case of "No Discharge" reportsLto: Division of Water. Resources Attn: DWR Central Files 1G17Mail Service Center ` Raleigh, North Carolina J769D'1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: I certify, undbr pen"alty of law, that this document and allattachments were prepared under my direction or supervision in accorclan ce With a system designed to assure that quali - fied personnel properly gather and evaluate the information submitted, Based on my inquiry of the person or persons who manage the system, or those persons _^^./ responsible for gathering the '°.".,ti ���.^".�.�"=. `"�uw�v�"�u���mmym/�m/�o8co�oocxu�zrue,accurate, and complete, | amaware tdudinQthe possbi�yof�nes�nd�nphxon�entfor,khowingvio|adons." ' `~�^~^ '~""^== � (ootwi - - o.,.�� ,"""`Date� 10/1/]O14�/�I/I010 �� ' ' �VVU' 52' ��t��i�ed9/17/2O14 . ' ^u' . . -- ` Page 2of2 STORMWATER DISCHARGE DUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT No. NCG140000 CERTIFICATE OF COVERAGE NO. NCG141 lot 5- FACILITY NAME: &W16 RM CONCRem_A T hmt-IV Alp. PERSON COLLECTING SAMPLES CERTIFIED LABORATORY OPTIONAL INFO: Part A: Stormwater Monitoring Requirements Lab # Lab # SAMPLE COLLECTION YEAR: 24/J SAMPLING PEIjIQDP.1uly-December January -June COUNTY ((/��//ffff, PHONE NO. I 1 ADD TO LISTSERVE? ❑YES ❑NO EMAIL: DISCHARGING TO CLASS: []SA ❑HQW ❑PNA ❑Trout ❑Other Outfall No. Date Sample Collected (mo/dd/yr OR NO FLOW)1 PH (Standard Units) T55 (mg/L) Event Duration (minutes) Total Rainfa114 (in) In Tier 2 Monthly Monitoring? (y/n) # of Months in Tier 2 Sampling' - - 6-9 100 JUL pW S 1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above. ' If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. 3 TSS benchmark values are 100 mg/1, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l. For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge. Permit Date:7/1/2011-60/30/2015 110 atMJFle--) Last Revised 7/13/11 Page 1 of 2 pl�c,e&6-e M/g/44- r�1 IC Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. Outfall No. Date Sample Collected (mo/dd/yr)1 PH (standard Units) TPH using method 1664A 5GT-HEM (mg/L) Total Suspended Solids (mg/L) Event Duration (minutes) Total a Rainfall (in) New Motor Oil Usage (gal/month) In Tier 2 Monthly Monitoring? (y/n) # of Months in Tier 2 z Sampling 6-9 15 100 ' - - - - HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEH4CLE MAINTENANCE)? YES ❑ NO IV HAVE YOU CONTACTED THE REGION? YES ❑ NO ❑ REGIONAL OFFICE CONTACT NAME: Mail Original and one copy of this DMR f includine all "No Flow" & "No Discharee" reports) within 30 days of receipt of sample for at end of monitorine period in case of "No Flow") to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU MUST SIGN THIS CERTfFICATION FOR ANY INFORMATION REPORTED: "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those p s ns directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. am aw re t t athere are s' ificant nalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." ature df Permittee) Permit Date: 7/1/2011-60/30/2015 (Date) Last Revised 7/13/11 Page 2 of 2 STORMWATER DiSCHAROE OUTFALL (SDO) - Semi -Annual MONITORING FORM GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE NO. NCG14D Z Z FACILITY NAME: _6,44l.E PERSON COLLECTING SAMPLES CERTIFIED LAE±ORA'iORY�ISM Ld80fI�1R1 Lab # Q_Z Lab # OPTIONAL INFO: Part A: Stormwater Monitoring Requirements SAMPLE COLLECTION YEAR: 0 SAMPLING PERIOD. ❑ July -December IKJanuary-June COUNTY hKr_ PHONE NO. (�f) ADD TO LISTSERVE? ❑YES ONO EMAIL: DISCHARGING TO CLASS: SA ❑HQW ❑PNA []Trout []Other Outfall No. Date Sample Collected (mo/dd/yr OR NO FLOW)1 pH (Standard Units) T55 (mg/L) Event Duration (minutes) Total a Rainfall (In) In Tier 2 Monthly Monitoring? (vin) # of Months in Tier Z Sampling2 0� Q Q 6-9z 7, 100`3 IF N IS Vv IV JUN DM ' If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here, Please make sure to mark the sample period above. Z If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2 Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range. 3 TSS benchmark,values are 10D mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I. "For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge, EIVED 3 2014 AL PILES V80G Permit Date: 7/1/2011-60/30/201S Last Revised 7/13/11 Page 1 of 2 Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over -a calendar year. Outfall No. Date Sample Collected (mo/dd/yr)1 pH (Standard Units) TPH using method 1664A 56T-HEM (mg/L) Total Suspended Solids (mg/L) Event Duration (minutes) Total 4 Rainfall (in) New Motor Oil Usage (gal/month) In Tier 2 Monthly Monitoring? (y/n) a of Months in Tier 2 2 Sampling 6-92 152 1002'3 i HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NOX HAVE YOU CONTACTED THE REGION? YES[-INC REGIONAL OFFICE CONTACT NAME: Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitorinz period in case of "No Flow") to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699--1617 YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED: 1 certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure th qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons whu manage the sys--em, or those pe s ns directly r ponsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete, am aw e t at there ar ignificant penalties for submitting false information, including the possibility of fines and i risonment for knowing violations." S Iu—i (Si atur of Permittee) _ (Date) Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11 Page 2 of 2 •1 �. _ .. . - ..a _, ._.._ -. _.-•-.•__ _...__ _._ .. _.. .- ..J ... .. _ _' _ __. _�. _..... .1__. .. _. _ t .1._ i. ... ..._ .. _. .mil .-_.1 _ _ � - 2� G W W J CLOSED LOOP WASTEWATER RECYCLE SYSTEM 0 U 0 O or �o w N yrj O O 00 30¢zir LLI Q U�UM EAGLE ROCK CONCRETE MT H ERMAN ROAD � oMOOO Wwwaz 11 w '0ulM30 VICINITY MAP 1" = 2000' GENERAL NOTES 1. BOUNDARY, TOPOGRAPHIC AND LOCATION SURVEY INFORMATION SHOWN IS TAKEN FROM AN ACTUAL SURVEY BY WITHERS & RAVENEL, INC. DATED MAY 2012 2. AREAS COMPUTED BY COORDINATE METHOD. 3. BASIS OF BEARINGS: NC GRID NAD 83, (NSRS 2007). 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 5. THIS PROPERTY LIES WITHIN THE NEUSE RIVER BASIN, AND PORTIONS OF THE PROPERTY MAY BE SUBJECT TO PROTECTIVE BUFFERS AS DEFINED BY NCDENR. 6. IRON PIPES SET AT ALL CORNERS UNLESS OTHERWISE NOTED. 7. THIS PROPERTY IS LOCATED IN A DESIGNATED FEMA FLOOD PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 3720077800J, PANEL 0778J, HAVING AN EFFECTIVE DATE MAY 2, 2006. 8. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC. 9. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 10. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUffABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 11. ALL MATERIALS CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF —SITE. 12. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 13. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE —CALL CENTER AT 1 800) 632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE PROCEEDING WITH CONSTRUCTION. CITY OF RALEIGH, NORTH CAROLINA e C Al�0�l,,�. Z� o�FESSI�. 2 S AL 9 = _ s it 7-6 0 19 114 111 a November 2012 WITHERS & RAVENEL ENGINEERS 1 PLANNERS I SURVEYORS 111 MacKel an Drive Cary, North Carolina 27511 tel: 919-469-3340 www.wiUmsmvenel.com License No. C—W2 SCAM I'- Tar INDEX OF SHEETS I\ SHT No DRAWING DESCRIPTION 1 OVERALL SITE & LOCATION PLAN 2 GRADING AND STORM DRAINAGE PLAN 3 WASTEWATER SITE/GRADING PLAN 4 WASTEWATER RECYCLE SYSTEM DESIGN 5 DETAILS & CALCULATIONS S 1 FOUNDATION PLAN, SECTIONS & GENERAL NOTES PROPERTY INFORMATION OWNER: TKP OF RALEIGH, LLC LOCATION: 6301 MT. HERMAN ROAD RALEIGH, NORTH CAROLINA WAKE COUNTY PIN: 0778-07-3740 MAP BOOK & PAGE: B.M. 1995, PG. 366 DEED BOOK & PAGE: DB. 08876, PG. 1006 TOWNSHIP: LEESVILLE ZONING DISTRICT: TD W/ AIRPORT OVERLAY ACREAGE: 9.46 ACRES OWNER/DEVELOPER EAGLE ROCK CONCRETE, LLC 8310 BANDFORD WAY RALEIGH, NORTH CAROLINA PROJECT CONTACT ADAM LOFTIN TEL (919) 781-3744 FAX (919-571-1521 �C- 6-) q 0c -,2 S : — ,1 1 CURVE TABLE CURVE RADIUS ARC CHORD CHORD BEARING DELTA TANGENT MIDDLE ORDINATE DEGREE OF C1 30.00- 58.62' 49.73' S33'46'4TE 111'57'52" 44.45' 13.22' 19 N 2Z 10'27" E 10 .1 372• IPp ND t) N.C. GRID Rbs. N: 787.534.55 L �.:.; VW fr)n N/F CURVE PROPERYI( OF PROPERTY OF /..'.'.'.'..'.'. / O'59'09" CITY OF RALEIGH CITY OF RALEIGH 1% ANNUAL CHANCE -.-...'.-.•.•.•.•......•..'.• •° D.B. 18431 PG 0523 D.B. 10431 PG 0523 FLOODPLAIN BOUNDARY �• - - - . - • - - • • • D.B. 1 0 3 PG. 0 23 B.M. 2008 PG. 1923 PER FEMA FIRMB.M.• . • - • •. . . P.LN.• 0768-97-7907 P.I.N.: 0778-08-2589 MAP 3720077800J _ ........ _ . • • • - 1 IX USE: IX7-7 IX USE: IXEMPT .... ... .._ 1 ZONING: TD ADD ZONING: TD AOD . .......... jZEG-D. • .P .1. 2, / ............. .... ... .. .. . • - I .. .. .. . IPF S 89.51 ' 11" E 1345.87' / .'.•...... R �v LANDSCAPED AREA 35' 20' TRANSRIONAL YARD SETBAC I_ -• �- rARn .RF. O_ 6 CLF ( — — — — — — — -- — — — •� 9#1: t995,.PG .3G9-.. GRAVEL L11M CONCRETE I PAD Q a I ( p) PROPOSED w PROPERTY OF / SANTT SEWER EA0' CITY OF SEMENT M sror CONCRETE BATCH TKP OF RALEIGH LLC B.M.1987, PG. 620 AND B.M. 1994, PG. 1811 N3 Z PLANT 1 LOT 2 1 D.B. 08876 PG 1006 1 I t` • - o _ B.M. 1995 PG. 366 i �C N F W 1 P.I.N.: 0778-07-3740 / / f .I'.. ......� . 1 �cs d IX USES VACANT ...... PROP OF / I. TKP OF RALEIGH LLC R t tE 1 ZONING: TD AOD ,� / / .. •-� LOT 1 i f3/ 1 1r - of 1 i An. D B 08876 PG 0998 to wEu - 7 F ' 1� .GREEN Y R w I I B.M. 1995 PG 366 AREA 1 1a 1 GRASSED I / / .. - E 9 .1$11. P.I.N.:. 0768-97-4782 Q 1 o sf 1 / • SECONQARY• _ EX USE: COMMERCIAL WAREHOUSE O w �' IXISTING CONSEI '-'•'• ZONING.- TD AOD O w 1 ❑ W faroul b / / REC'D. 'OM. 7 3 �.' P• ' / ume /a _ STORMWAIER . . 38 IPF I I 1 2 EXISTING DRIVEWAY " S s EX CURB do 1 >> I�'l C 3o 3 S 89 1" E 403.77' �"�L r� pg ®S 30' B/B. EX 60' ACCESS EASEMENT\ REC'D BOM 1995 PG 366 ACCESS DRIVE 40'R CONCRETE PARKING LOT 20' CITY OF RALEIGH 50' THOROUGHFARE YARD SETHlK ` SANITARY SEWER EASEMENT `` REC'D BM 1987 PG 6201 BOM 1986 PG 2257 �� a •` N F gAa p ` Sit PRO OF --64 N,F DRAINAGE EASEMENT THE COMERAGH CORPORATION PROPOW OF B.M.1987, PG. 62o D.B. 06166 PG. 0080 _ *- TRINITY CREATIVE INVESTMENTS, UC I B.M. 1987 PG. 620 gyo D.B. 12472 PG. 1012 P.I:N.: 0767-97-6312 B.M. 1986 PG. 2257 I EX USE: COMMERCIAL TRUCK TERMINAL P.I.N.: 0768-97-3327 ZONING: TD AOD N.c.c:E MONUMENT s - �� r EX USE: COMMERCIAL WAREHOUSE NAD 83- 2001 ZONING: TD AOD N.C. GRID N: 776,617.05 E: 2,077,077-14 c` C.G.F : 0.99991401 S hE / N:C.GS. YOlA)MENif 'ANNE LAKE 3 im 771 :1 1 LCOMPLIANCE BOUNDARY / �._ a I ��� ��� �T - • ----------- i ���®��t'1 IF T e ��t►!`� a :� .- . IL 2, 27offiffir • • • VC&I• C—Lv• • -•-a- • ••1' :• 1 oe -•-a- • -• • s. PER CoROLLING FRITO LAY SALES LP C . ♦ 1 : 1 1 1 B.M 1998 PG. 578/' . . . . . . .71 1 f f a ••. EX • E- -a • • 1 ••1' ZONING:•1 01 � r.� ,10, V. 9 • !'• 1 .1 LOCATION PLAN 1• = 200' GENERAL NOTES f i i 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH AND/OR NCDOT STANDARDS & SPECIFICATIONS. 2. BOUNDARY INFORMATION TAKEN FROM AN ACTUAL SURVEY BY WITHERS & RAVENEL MAY 2012. 3. SOLID WASTE COLLECTION FOR THIS PROJECT WILL BE HANDLED, THE CITY OF RALEIGH SOLID WASTE SERVICES (SWS). A DUMPSTER WILL .THROUGH ;BE LOCATED ON SITE. 4. AREAS COMPUTED BY COORDINATE METHOD. 5. BASIS OF BEARINGS: NC GRID (NAD 83) 6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 7. METAL STAKES SET AT ALL CORNERS UNLESS NOTED On, ERWISE. 8.. THIS PROPERTY LIES WITHIN THE NEUSE RIVER BASIN, AND PORTIONS OF THE PROPERTY MAY BE SUBJECT TO PROTECTIVE BUFFERS A.S DEFINED BY NCDENR. 9. THIS PROPERTY IS LOCATED IN A DESIGNATED FEMA FLOOD PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSUR0 NCE ;RATE MAP NO. 3720077800J, PANEL 0778J, HAVINGAN EFFECTIVE DATE MAY 2,. 2006. . I wa EAGLE ROCK CONCRETE - MT HERMAN ROAD (1VFR AI I CITE R I (1fATlh WAKE COUNTY NORTH CAROUNA � � �� ,�• ll T.� i , .. _—_ t . i ��� a ii�w. �a if ' t. � A t .. '°, �•1 �.� _ _ - -�k C ARC =oepFESSIO•° SEAL2§495 c e6" ° -%o. °° SUMMARY INFORMATION TABLE DEVELOPMENT NAME EAGLE ROCK CONCRETE - MT HERMAN ROAD LOCATION/ADDRESS 6301 MT HERMAN ROAD OWNER NAME" AND ADDRESS TKP OF RALEIGH LLC 1525 TRADESCANT COURT RALEIGH, NC 27613 WAKE COUNTY PIN 0778-07-3740 DEED BOOK & PAGE DB 08876 PG 1006 MAP BOOK & PAGE BM 1995 PG 366 TOWNSHIP LEESVII ZONING DISTRICT TD AOD THOROUGHFARE DISTRICT/ AIRPORT OVERLAY DISTRICT) EXISTING USE VACANT PROPOSED USE CONCRETE BATCH PLANT TOTAL ACREAGE 9.4601 AC OPEN SPACE 0.00 AC WATERSHED SYCAMORE CREEK BUILDING SF: 2,250 SF - ONE STORY OFFICE BUILDING HEIGHT: SEE ARCHITECTURAL PLANS INSIDE CITY LIMITS YES LINEAR FEET OF PUBLIC STREETS 0 LF PARKING REQUIREMENTS PARKING REQUIRED (1 SPACE/200 SF OF GROSS FLOOR AREA) 12 PARKING PROVIDED 13 SPACES (1 VAN ACCESSIBLE) 9 TRUCK STORAGE SPACES TREE CONSERVATION REQUIRED CONSERVATION FOR THIS PROPERTY HAS BEEN MET. MAP BOOK 2007 PG 1362 HAS BEEN RECORDED SHOWING THE REQUIRED TREE CONSERVATION AREA. IMPERVIOUS SURFACE AREA: 3.46 AC TOTAL DISTURBED AREA: 6.0 AC lit III CROSS-SECTION B-B MIN SLOPE 5TRR�fURAL DESIGN BY OTHERS CHAMBER 2 CONCRETE FLUME TO CHAMBER 1 STORAGE AREA TOP WALL HIGH EL-429M Q: 428.00 4 BAFFLE 42&75 WSEL IN CHAMBER �— CONCRETE r� i sz _ .. ENTRANCE EL. 419.75 CONCRETE FLOOR 6•�r' so•-ar ,o'-ar CROSS-SECTION C-C STRUcnRAL. DESIGN BY °'"HEYtS CHAMBER 4 MORE STRUCTUM DESIGN BY OTHERS CONCRETE FLUME AGGREGATE M CHAMBER 1 STORAGE AREA EL. 4" EL- 428.00 1�1111Z11�f1 Rapdred . Ama 675' ss•-Gr CROSS-SECTION E-E CHAMBER 5 i RAN_ MINI EL.- 42MOO Sna CRAAL DESIGN of OTHERS CONCREM FUU E AGGREGATE TO CHAMBER , AM �tMND R11N HAND RAL TOP (MALL EL. 429M TOP WALL EL• 421LOD TOP WALL EL.- 428.50 R.eq &W Water SWnmpArea 9.7W 6.7W or AGGREGATE BIN 3 J 6' HIGH WALL I'- 2'M6' CONCRETE BLOCK Li AGGREGATE AGGREGATE BIN ` B C D BIN 4 E Z O U i 4' WEIR OPENING ' I s' CONCRETE FLUME j A , —=— WASTEMIER BUM SETnJNG CHAMBER , TIROTIGH V WN)E WEIR OPENING I iNWALL CHAM ER 1 CHAM ER 2 CRAM ER 3 CHAMBER 4 4' WEIR OPENING 56' X 24'-8' X 6.5' I ! STORAGE CHAMBER METAL HAM RAN. 1 m 1 to g Q A 3 O � 0 Y i z Q Of D o Q Y U 4' WEIR OPENNG- D l oo i j CONCRETE CE RAMP OVERFLOW FROM STORM EVENTS GR3 ATER THAN 25 YEAR-24 HR WILL DU RECYCLE SAM B C IBM- D E L HAND RAN_ CHAMBER 5 56'X24'X6.5' �. STORAGE CHAMBER 24'—W �F TRUCK WASH RACKS METAL HAND RAN. E SCAM 1`-10' SCAM I'm IV DESIGN CALCULATIONS C AqO�� STORAGE VOLUME FROM 25—YR 24—HR STORM EVENT sloo a°�P •�9ov TOTAL TREATED SURFACE AREA TO. WASTEWATER RECYCLE SYSTEM: 37,031 SF SEAL �? - 25-YEAR 24 HOUR STORM DEPTH (IN): 5.84 IN (0.49') 95 e TOTAL DESIGN STORM VOLUME TO BE CAPTURED: 18,145 CF; 135,734 GAL STORAGE VOLUME FROM TRUCK WASHING AVG NUMBER OF TRUCKS/DAY: 5 TRUCKS AT 3 LOADS/DAY AVG GALLONS OF WATER USED PER TRUCK WASHDOWN: 15 GALLONS Il f TnTA1 V/ll IILAC. mrNLA TDI1f%V WACLJIAIIl. -- .. - -- - - l 1 - 1 - .v.•.._ ­_ 1 I..w— ..•.v. nlw. - LLJ %7ML/L/AT- MIN SLOPE CHAMBER TANK CROSS-SECTION D-DSTRIXTIRAL DES 9Y OTHERS STORAGE VOLUME FROM DRUM RINSE —OUT AVG NUMBER OF TRUCKS/DAY: 15 TRUCKS AT 0.5 CY/TRUCK AVG GALLONS OF WATER USED PER TRUCK WASHDOWN: 15 GALLONS TOTAL VOLUME FROM TRUCK WASHING: 7.5 CY; 56 GAL/DAY jTOTAL VOLUME REQUIRED TO BE CAPTURED: 225 GAL + 56 GAL + 135,734 GAL = 136,015 GAL; 18,183 CF I (24' X 56' X 6.75') + (24'-8- X 56' X 6.75) = 18,396 CF VOLUME PROVIDED: 56' X 2' x 3.25' = 364 CF I TOTAL VOLUME PROVIDED: 18,760 CF; 140,335 GAL 1:f FREEBOARD PROVIDED ABOVE REQUIRED STORAGE VOLUME: 56' x 50' x 1' _ 2,800 CF; 20,945 GAL PROJECT SUMMARY A RECYCLE FACILITY HAS BEEN DESIGNED TO CAPTURE THE 25YR-24HR STORM EVENT PLUS TRUCK WASHING AND DRUM RINSE=OUT WITHOUT- DISCHARGE TO SURFACE WATERS. THIS DESIGN CONSISTS OF ISOLATING THE INDUSTRIAL OPERATIONS FROM THE NON -INDUSTRIAL AREAS. SURFACE STORMWATER/WASTEWATER IS COLLECTED VIA CONCRETE SURFACE FLUMES AND DISCHARGES INTO A SERIES OF CONCRETE CHAMBERS DESIGNED TO SETTLE SEDIMENT AND PROVIDE STORAGE AS i REQUIRED TO MEET NCDWQ REQUIREMENTS. RECYCLE/PROCESS WATER FROM THE LAST CHAMBER WILL BE PUMPED OUT AND RE —USED TO IRRIGATE AND. HYDRATE AGGGATE STORAGE AREAS AND RE —USED IN PROCESSED BATCH CONCRETE. A NON —DISCHARGE RECYCLE PERMIT WILL BE SOUGHT FROM NCDENR-DWQ. A STORMWATER AND EROSION CONTROL PERMIT HAS BEEN ISSUED FOR THIS FACILITY ON AUGUST 15, 2012 FROM THE CITY OF RALEIGH PERMIT # 56591 REFERENCES: * NOAA ATLAS 14 VOLUME 2, VERSION 3, RALEIGH DURHAM PRECIPITATION FREQUENCY ESTIMATE CHART " .1 p - . - . , _ . , - - - ' 'h',..__,._ ";, 2, - : , - 2 . . � , . - p , ! � � � , I " - , . , 4 I � .. ., " � . 1'� 1, ,�- - �± I � �- - , I * I= ,, , . -,I! ,!, I __ - 1. , - t _' - t I I -'I " - � . _­ �, - - t - - _ � � - -i *;� �� ! I C !:,i� t - -,I-, ,�*_ ,- ­- ,, ._�_*, - _- _- --ell. s � I ! I j,n, - L .., � w ­1 .11 .., .11 I CONCRETE I CROWN 31,C ABOVE, . TOP OF PIPE ­ I -1 -.--: ­ - - - - - - 1. I CONCRETE FILLED- : - .. ...:.... .:.-..: .I. --_: - .-..- - , .,. - -- - .. - - I I I . I - Ir O.D. STEEL BOLLAR , ­ . _... - - - I _-_ - ____ _ - PAINTED BLACK -- _... - - .- - ­ . _. ----: ­ - . - - - I . CONCRETE PAVIN - - . - .- - - . . --.-.-: _. . - - .- - . I CONCRETE FOOTIN .. . - - . ------- I E 3,000 PSI CONCRETE I - ; - ---_-_:-- . - , +1-14 - - - - - - - - - - - - - - - - - . - . . . - - - . . - - - . . __ - - - - , . . . - . - - . - - - - - .. - -, - ­ . - . .- . . - - __ 1__: . - ____ - __ . .. .,. - - - - .. - - __ . ­ . .. - -- - ... - .... - .. - ­ - - __ . - - . � . . . . . . . . - - - - - - - - . - - . . - ---- . . . . . - - - - . . . . . - - - - - I __q ---- -11HIr . . '�9 F] - I .­ ._:-_­:_.::!!._ .---.. : ­ - i,--:-?' - - :::::_' _.T ­: -:-- - z.... - __ -:,.. -, : . . ;I __ I - 2'--Cr .. . � . I � F . 1. 9, - _­; .- ---: _­ - .... - : , ___ - A_- .-:-L-'- , .... - ----.:- ''' _:'IL . . . - , - , 1 j . . . --_-_-.-.. - :----.. - ---- - :�-_:.. .- .. __. - 4_11111- = . 1 ---... - - - 1 2'-(TK. I - III .1 iF !­�" - TYPICAL STEEL BOLLARD DETAIL I I I . NTS NOTE: I TOP OF CONCRETE SURFACE SHALL BE BROOM FINISH UNLESS OTHERWISE NOTED. 4,000 PSI CONCRETE I I . W7 . PAVING JOINT SEALANT - - - - - / - - I I . - __ - - -- - - . .. .. . . .. . - - - .. . . . - . . . .1 . - - _. - - _ m .,.. .. . . -.:. . . .N:. __'. .v .1. ...N... . . -.- ---: ­- .:::,.-V.:_:-.� -.:._....... _...: _.., - _. _.., ......­ ir .. - __ - - . - _. - _. _. - _. - _. - __ - __ - __ - __ - __ _.. __ ­. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ..:-_m-___--.__ ..- .... __�v .. .... V. - - ._.... - - ! ti3! !�!qi - " --I_ .. .. - - ........­ ------.-.--.............:.......................,.........,...............-....-.-.... d I F .- ....... ............ I ,---.--,..-.--.-.,:.----.-.,:--.-,.-.,:.-.--.-... -------,:-.-.-_-.,:--.-'---,:.-.-,.--It--------,:--,.: , , - . . . i . ..A . ..A ... ­ . .._ E] -A ­: --A, ---: --A, -.: -.: i - -.: - -A, - -.: - -A,..A, ­ ­.. __1 E . I I �_I 1=� I A I I . .1 I I . I , .1 r I A TE =1 - ' ADH I F r- I PI - - "P RC E111 I 1:��] I Ell I I I F'-. CSOUMISGIRWDE, I - ­1 I u- I I . . H - I I CONTROL JOINT I . 4,000 PSI CONCRETE 1. PAVING JOINT SEALANT er x er 10/10 WW /. KEYWAY - -A -1 --A -:. -,.,- ____ ____ __1 ___. -11 _­ - _ . , - '. - . .. - - _. . . - . . 'A - - ­ - - -A - __ - . - - - - - . . . . . . . . . . - ­ - - - - - - - - - - . . . . . . - . - - - - - . . . . - - � . . . . - - - - . . . - - . . - . . 9* . , . - . , .. . , . - , , , m , ' ' - i- - - 4i - - I. : . -, - L. - - � .. .L. ..! '. !'. ­ ­ 6.- ip.. . . . . - . L - - - t!` - - L_ - - - - - - L - - - - i` - , - . 0. . .q - j�_ .. . . . - - - . . . . . . . I.. il : , � - . ....0 '. - _ ­ _. . ... - .. - _.. - - . - _... .. . .... ... . -- - ---- -- - ---- -- � -..- .. - -.m . __ __ - - .- - .. - - .. - .. - .. - .. __ _... . . .. . .. . -_. ., - . ­ .1 _. . ­ .,. . _. - ­1 ........ A ........ I ........ A .­_­ - , ­ -,"...-A ........ A ........ I ........ I -.:,:..:, � . . I I- L::l . . ..j L---i I . CONSTRUCTION JOINT HEAVY DIM CONCRETE PAVEMENT SECTION I I I I NTS I - - I I . FLOW . I . Flow I I - I I I WASTIMATM I I STORMWATR mi RAISED i i I - i I . -.-,-.. 51---- •. I .•_. -1 ­ - 1% -MIN PE PE - -1 SLO .- . - - ­ - - -- .. -' -- - .. MIN COMPRESSIVE.;',:. -- z- - _1 -,an, � STRENGTH:� I � - It .- i I i I ! i ; � I I CUMPAECTLO !SU i I ; I CONTRACTION JOINTS SPACED AT 15'--(r O.C. q : TYPICAL CROSS-SECTION I i RAISED CONCRETE EDGE I I I I - I :-,-�.ir.'-A---_ �t - � � - - -�,:L - 7-_-----�-_'A,.z SOLID CONCWTE BUXIC :-­�:­ ---- - -, r-:: - .�4 .t­ �- - ;- ; - '. __ .. -­ -, -Z I �, ­ I z . �. . I _-- . .--.-- - . I - -;i--. . 1 - ',--.,. I I I--,.-- r HIGH , .. . , . .. . - . ., ::.1 s .��'- � - p- - -- � - - .. - - - I DESIGN ASSUMPTIONS . . I . * WATER TABLE AT 424.60 . . I I I * CHAMBERS 1. 2, & 3 WITH WASTEV FATER TO ELM 425.75 * SOIL BEARING PRESSURE NEGLECTE) - I I . . (WEIGHT OF STRUCTURE) + (WEIGHT OF WASTEWA I I : : (UPLIFT FORCE) I I I I � I I I :t- : - I I - i _: I I i I , _4* .-.. -_ - -�e___ _­ . - _:____ - --- :: - .. . - I CHAMBER 5 r I .• _- - , CHAMBER I CHAMBER 2 CHAMBER 3 CHAMBER 4 : ! : . - r - - . :.* - -.: ... --- I I - :.. :- .1 ; ,., - .1! - I _. ,4,:J---- - . . ; : : I - . -1 . . ..; ,. �.... ..._..., .. .-.­,� . . ... - T-_zv. - _.4 _ -_-.--S-- -:--j,-_,- -a ._-;,,.,-;-.- -..& ._ - -IF,- AI.y . .W-- N_.7 - C.0-N. aW2.M.,S.LA.�. _* --- ,*t-----'---A.-- -. - I I I . . I e IM FOR DESIGN -- _nl- l'�R­I 11 F--f0lOMPACTED I I I -! jpj - SUBGRA1I; I I PA I I - I . . . . I I I I I - I TYPICAL CONCRETE BLOCK WALL DETAIL - I I I . EMMOCE 2 I M . AROUND .AGGREGATE STORACE BINS I . NTS � . I I PLAN VIEW ! I I I � I FLOW I FLOW I i I STORMWATElt er R-\V I - SED UP WASTEWATEP. / I I - OPE I I I I I I � 11, I- 1 Z MIN SLOPE __ - - - . �411_ � !�., .]m1.m,q.r.1mm.1 p .:.--7,f-4,-A�Ffio.!-!;,i"!--i..--. F-rif ­rf lzlf I i-'_�j-,; I .�f�v.zf�wf;;wf;'vZ-r,-ft--?, ,41f-_1 1* ------w5-;-p, ,;a**** f;;"ZfF,'s- ,-f-fto .0i'. ...#. .- 0 n ..- �,! ,.. f-ft ,Om !;:i-,!..-i-,,0.;;i-.'v.-a-,.v- ­- - u - 90-.1,4411 4 .1 I., - __ 0.1 - 0.1 . 14 0.1 - : 6, , .. .--#.,-..;#.,-.a;#.--..' .M4KM . ... 't ,?.,!0?m-?--'- . .? . .?.- ^-- .,M 4- - . .,A� 1:421111 , �1,--..?1.-?1,-?1-,-?--- - - 114.'9Z-.*9.'-,'9.'..'0Z-'v . . ,.-?--;,*..K1,-..?---..?j01.. I , , Z. " 0.•a.. ',V,�. " oz. " #.�.,�0,81. " I.',. ,� t:1. " . - I . - A-1. Ill I � I -I = = 112:11=11=11=1 11! I i - ,!Z!;qz­;•@---� -'=;:;Zii:;�I1i;zII=II;A = If= -'I IWII, 'I 11 .2i I I = I I = I Wc I I AW-11-17ma Twu Tm .._.._.._.._.._..__.._.. I P-11-11- 1=11 !11;;[ i = = - I'll _IWIl 11, 11=1 = 11=11=11 11 201:110N:91:701 - : I- 1. '11=11=11=11 11 =11: .11a.milm.-II-11 till , ii - F1 =­ _FI M 11=11 I .MM1111-11 1 = -1. .11, 11, 11, �� IIiiII:EII=II=II=II=II=IItMI : :11= = --f-11-11-11 11 I I"71,11,11,1_11-11 It .. .. .. I.. II—.. 11=11=11=11=1 ­ - WW � RAISED CONCRETE EDGE I I I -- - . . - - - i-- �;�-.--%:-�-.---:,-'-z.---:-_t- - '. .. _. ..:--.-.- , , : . - `- - ---,- _�': , -CONCRETES-' --:,- -3-­- :1 t. _I �--.-, * " ': I .- - __ ... -: - - -, ­___ - _: _��,_r, . - : - --.: . __ , - - .:1. � . r- : - ,-:.- .--.-..; . . .:. _* ... - ' ___ .. , I :-�i.­- . I . . _; .- ..-. ­_ - _ ... - - `. " : - . - .. . __ ---- ­.. , . . CRETE:�:...'_-�.--tl ­ -_'-?�t.-.'-k.--fir-.'BLOCK ".�., ;..-Z-__-:-._ - t': '.WALL I . .� IrV!_: _.. - . I . . 9,--or .i . . . . -, . --. � - _-.- - --_-!,4t-_­ ;* , :.� t I. -! - , -tt,z--k�, - - . . . - . �--.*�--Z� - - --- Z. .4:-- -:,-7kz --'-_-K.-.i,- I . .c . .. -� -- * - - WALL. t -'-:,!� ;7: -- . z - -- -, " -­ . .. . _ I . . - . ..- t -_.1. -- *� . - -.. - -� - - '--- , -�z - --:-':-- -1 , ... - . _: . . . . .. .. � .. - . ,� _Z !�__ I - - ___ " ­_ - , • ;':7_­ - -, ._.. '. ,-L-- '-.-l- �.- 1.-Z I _.. 60 1--= ;L. .. . --, _-- � _,-.`- : 1� - - ,­•- � -,:- I "._..-- _ - __- '- ,n- .I- --% - --:,-_. z - - -- L., _ - 7, -e _- - W. - _­ - 9 BE` ETE SHAL CONCR , , - �- ��.-_ ._- -: - _ . ._ ; ,.;�--�-3,000MCOMPRESSIVE- ;_ .c ZA._�: -, -. -IN _, - :- _ - ' ! .1 - .�-- vSTRENGTH.- i r;:-! --_ft. :i �_ .4- -: .. __._ ­ I COMPACTED SUBGRADE FLOW SUMMARY 6 DA.- 8685 SF; 0.20 AC I I I C: .90 05 TYPICAL CROSS-SECTION C-C I CONTRACTION JOINTS SPACED AT 15'-(f O.C. . TC: MIN 1 76 IN/HR 125: 7- 1 1 025 MAX: 1.40 CFS 1 I .. CONCRETE FLUME . NORMAL DEPTH: 0.25 FT I I - . I I 'r z T H&V I I . ­._�. �.' . '­- �­Z-,- -.-tz --. -BLOCK%�-%.i'_. -i-;3;._4' "!Aa_1. ::e_r c- .-_- '...-'- .. .1 . I 1 � I '_ .. : .. om - _ ­ . I - . - .- - -- - :--- : r WALL ... ­ - - -,:.- ,:-:- - . 1 I I .- ..." ­;` 2 �... . - - -I - r �... - , - r:--:,:--_ --_ _�,.­_---- - -,' -_ . ­_ :,..:, ...t, � - I t - ;. .. t, - 1. - . - . . ­ - - .:. - t� . - , .. .. - - - - S... , -_ - ­ , ---- I I .- - -Z.- m _ - . _� . - - _!!1_--j, __ . ;. w - - - . . - . . . . �. - * -_ .- - ­!, - �r - t- I I I I I - - _._.-..� :1 - :-.., .: :_z.-.,._ ,;_. �- -:jjt :._ I . _ . -, . - -.2- - - - - - ; 1::_ .­- z1__," I . . 6*-I Cr - - _-, �k-- --:-: .-- I I I RADE.- BGI SIUI 1_ ...4-._ ;:-.J­z '-.-Z.;-._..: -_ ­--4 �_.C.OMIPACTED .- %-- �._-- �--?` _-1 I I - '-4. i�:;�_1651 .__ :- CONTRACTION JOINTS SPACED AT 15*-O* O.C. - ,, COMPACTED SUBGRAD ­",-:..- - _::";---; f. :-� �--k%:-.. - - . - , .. - -, ,.�- :- -. - -t, - -.---: A--_ - - - - - � .�t -­ ------, - - � I 11�mv!1111111111111111111 I I Ir MIN . ..�_ . . _. �7..i .- •-,!: . -,-,:- - �_, � � I � I � I .r _. �:- -.' : � -, -, -. -.;� -I . �_ - 4-­ ... � . - - . - . - ,i:? _.�:, - •P, --.-. - - --,. - ..,!", lop . , ^�­'­ 11111�.1111 -:m-­,�--�:­4­- -_ - -;ei.':-.'-.-:.-*.---.'..-.-.-:.�fi.'-.�L'.�- - . -- ­ . - - - - - , - -!� I -.:- -z. -:-" -,� .. - .. _-.; , - , �.­;:-_,.�;-;: -� .:. , - - -1, - ;- �_ - -, . !:- _- j;-�'. , -:,- . ­_ - �­:,7-�-­;-.-:.- - �� ; - t7 . z - 74�--_..�- * �,.: _ _._ _,'.., 'S-,�c -!--'-�--.�i-!,i----------��.-�i _- - ", -- 5­�-_­ --,r- - _., ._t.�v,.-_.,z-. -­ , ­ je,---:r:---_! : -r,f . _'_ 1 � . ­4 - -: . I - _. - , - s::� -Z :-­: � -, ----,--.-- .!:,-._t._ ,_ ;!�� - 17: %- - - -- - - -- ::.is__-._-,_ t ':i?�,__, ­t -- -. __,; , - . -...-�,`.'. -<-.��. --i-- . 7 .-4� , �_-­.:_- --.- --. - - ----.----, - - . ". _ ­ ___ ­._.. , , - .., _: ---,. ...;,�---.-.:,�-CONCRETE SHALL BE��z - -,-:'z-_ _.. ,�.. .. - z .- ---' --- -E---:-_--;-:--�--__-�- ,-_-:-�, -. .- . - --, -:- -Z-',;--.,27e�­-jOOO MIN COMPRESSIVE`-_.- _:-.-: -;--.-;! -:_:17- ---,-.I- . - � 4. - .:� _:­i`:-: `-,;�,­­!�.- ::.N.-. i�:_, A -. - ' .. .: _: - . �­ z-: - _� .- ----. ,-_ ;..'.'­-..;,-.­. . - :.�_ . - ___-,--.it-- FLOW SUMMARY - --_.:--­!-:_.. I .-- ­ -Z. 14 z- ,;. _,7z -- - - --.. -1 .. -,;* ._Z: . �jk 1�._, - _:a'.. , STRENGTH-_-.- - . ­ -, - " _- - . -:� - z'� ; .: ..-: - _.. - -. , _� :--,_ - ­_�z -1 - __­,­:'� � __z��.' -_ , ,!�� ' z --- -V - -.w: , . - w_ -:- - -, -:,�. - . . ,� - - . _____z ,:I:_ --' - - - - _-_ ­-­ DA.- 27530 - SF, 0,�3 AC �- -- - A : . _ I - . .- .- I I I . . *. -----. - - . TC: 5 MIN !.:. . . t, _. - - I.- � COMPACTED . SU 125: 7.76 IN/HR .- - ._1. .. 1 -9 . .1. - - Q25 MAX: 4.40 CFS I 1" = 20' I I I I I I I WEIGHT OF WATER DISPLACED BY CONCRETE CHAMBERS (UP TO EL 424.60) I i CHAMBER 1 I I I = 40.95 SF + 106.945 SF X 12', = 1774.74 CF X 62.4 LB/CF I I = 110,744 LBS CHAMBER 2 I 1 . = 40.95 SF + 106.945 SF X I - 12' = 1774.74 CF X 62.4 LB/CF I I = 110,744 LBS I I I ! 1 CHAMBER 3 1 1 1 - I I = 40.95 SF + 106.945 SF X 12' = 1774.74 CF X 62.4 LB/CF I . � = 110,744 LBS - I CHAMBER 4 11 I I I I = 26 LF X 5.85 LF X 58 LF I = 8821.8 CF X I 62-4 . LB/CF I ; ! ! i I = 550,480 LBS I I I . ; ! I I CHAMBER- 5 i ! 1 i = 26 LF X 5.85 LF X 58 LF = 8821.8 CF X 62.4 LB/CF .1 i = 550,480 LBS I 1 I . . � 1,438,296 I i I FTOTAL = 1,433,192 LB I 1 1 1 1 1.4-33,192 . i f i ! I ! TOP WALL EIL- 429.50 WEIGHT OF STRUCTURE . I WEIGHT OF CONCRETE IN CHAMBERS WALLS - REAR = 86'L X 9.75'H - X 1' W X 150 LB/FT3 X 1 WALL I = 125,775 LBS I WALLS - NORTH I - = (38'L X 9.75'H X 1' W) + (20'L X 8.75' X VW) X 150 LB/FT 3 1 t = 81,825 LBS WALLS - FRONT = 52.67'L X 8.25'H X 1' W X 150 LB/FT.3 X 1 WALL t =65,179 LBS . WALLS - -SOUTH I = 324.35 Fr2X VW X 150 LB/FT3X 1 WALL I I = 48,653 LBS I WALLS - INTERIOR BETWEEN CHAMBERS 1&3 1 = 191.13 FT2X ErW X 150 LB/Fr3 X 2 WALL I I = 38,226 LBS I I I WALLS - INTERIOR BETWEEN CHAMBERS 3&4 . . I I = 253 Fr2x VW X 150 LB/Fr3x 1 WALL I I = 37,950 LBS I I WALLS -INTERIOR BETWEEN CHAMBERS 4&5 ' .. . = 56'L X 4'H X 2'W X 150 LB/FT3 X 1 WALL I I I = 67,200 LBS I ENTRANCE SLAB I = 1 O'L X 34.33'W X 9" D X 150 LIB/FT . = 34,330 LBS FLOOR . = 88'L X 58'W X 1 Cr D X 150 LB/FT 3 1 = 638,000 LBS ITOTAL = 1,137,13 , LBSI I I . WEIGHT OF .WATER .IN CHAMBERS 1. 2. & 3,(UP TO EL- 425.75) CHAMBER 1 1 = 148.5 SF X 10.5'W X 62.4 LB/CF I = 97,297.2 LBS . I CHAMBER 2 1 1 1 1 = 148.5 SF X 1 VW X 62.4 LB/CF = 101.930.4 LBS . �. CHAMBER 3 I I I � I I I = 148.5 SF X 11V X 62.4 LB/CF = 101,930.4 � LBS I _. - I I � ITOTAL = 301,158 LBSI - : --- `­- _:�_ . - . - - , .- I ., � . - __ __ . ... - . _ ` ­­ _. '. , - ­' '; ".�-;­z--.i--_�-'*�.:,_! - - - . . .. - :.. ... _z. __ 0. . . _. � _. - . . -! --,-. -"-- !, .: -7-.-- . - � - - - ;. �. - - �­ . - ... *,-�,-:-..-. �. _ - - ­ - -- .- _v. :--' :v:;*.4�--;.­. - - . , ,- 1 z:zz,-'-;-,-,­. _... :.. -.,* ... . - - . . : , -, , . .:� _.:�i � - " , - - - -- � , ! � . t - .. ­ , , t , i - 7 . .. -7.*.: *% *-. _._.-:..=-z .. - - ...a , 11 .- I I 1-Ir .zx. .: - � , - .-. . _ . - ,AR FLO4 ; - - -� ­_ - - - -7-.-,' - __ . 9- _ t :-_*- - - . -�.! --- - - - .__ - . ,1,_i7_,ti I - ­-* - . - - 4!-(r I �­ I - �.'� SF; O.&'S AL; --- � - �t 1, . I __.- _.. �.... I 2i: :, - - - . - I � . . I �_ .- -­, ,- : :.,... I ­ --:. - ` ­ - -�-: --- 0.90 :----w---.I;;::.- - : - I z--. ----:--"_, - I .. _�. .:;r:.-' -1. _­_ :7.:�. .. _ - - - - , .1, _. ,--- ­ : %tz ---:.- ..--.---' I --�,,:,. .- -_ . ..t . -,�_*" . I __ . .__ - . 5 MIN -� � I :., - _._ � ­ . � - I �. .. - . . __ - - ---.' .x . . �t-'k...:___ ....-C.. - - __ --- - I z, I I . . , , , _, . - , - - -:. : - - , _..: _ - '�!­- - - 1 5: 7.76 IN . ­ " " 2 �;.- -:--__--:-j�--t­r-:. - � /HR -%CHAMBER-�.'_- I.- ' ,�-:_--:-,t`--.f--,�--7.,--_. _ - _ ' __;��: .e'­_=-;_'t­ -,-�-­:-- ----.:- "`­Q25 - - _� I MAX: 4.75 CFS.. ... J�_;K�.: -.'1_..4:_�.____. '---_!�.-_-_-,-,_.:�.. -, . - . ,7 "WALL __ -- , , I . .:,�-. - .. :.. .1.1 .-.--. _.. -­ - .: - . � -,.-. ­ z. _�z. .. . . , _. � . " ---------t ­- : 0.30 FF, - -NORMAL DEPTH "' t ;�- t - -,�!,_� � f -_- -!t - - f� TOP WEIR EL-428.00 �:-:"!,. "t. . .!--Z-.,3-'-_--_;.'�,- -" , --'�,� -- . .. :.,!!.�;"-,.,%*�-:.z-;-d-,----- - ; _��-- - - - _. --,;-. - : - -- -�; =z - --:-, � _--f - I . - . __�. , .. - " " -- z -� :-__ - :--4 . , . , . :_ . . - -;---- . - ---.- -.- - - -.Z.-- - .. . - - .-z.-! .--i,. ---. - t-.-:­.:-.-x- : - . - -.:- -:,:-f �_t -----:-*.. ­ -i.:: - - -;-::::---�t-:-��-_-_,--r-:-,-Z-- .-:--,C-,------='.�---7--:L.,:-,*-%', -.� - ��-: - - z - , '. - .; - - !�­ tj�__ .,.;: - 1 -. -:-__--_�---' - .,. - I -..: - ... . - _____ ". - 11 � ,�- - •------�- --,� &-:;- :t - .-. L . . ,�� . . . : , .-- --_�--, ---.; --.----,e-. ,-,�--z.;�:- . ... -, .�-,--z.-�!:�--,Z-;--:!-.. , ..:.: _ ... 4 . - z - : -.--:� - , :. , �-q .. - EL-427.75 ',- - . � M_z - - - ,.: . , ; -.:- :-j�f--%'� -;:- - - . e . Z, ` " - - . - - - - - =;�- - - - .; - - .f - =----- -- ,_-----!:�.� .�t?,:�- . . - - - - - - , ,� 'r . W. ___ . . . - . .,7. . _­ " - - � - j': .-;j f. f . : .. - -_� ..:: s- .-. -� - -__�. - . - I , � - -.:---- - - A� -- - -Z � ...--- -:-- - - -: ---'r - : �-_ "r.�: 4-,_--.Z-j�- _--,-,"..-' k- - z ' '-' ' ­_ .� A-. --�-,_-'-�_- - - ' - , - ; � - , _:� � �- j- _­1 I , .. " .: _t. �, .. . ._; - - . - -- ., , . A• . - . � 't - __ . .Z: ;;tmt-_ , __ , , - - -t ---��,�,` --�---- I . ,_:-­-'-;�-.-- * _ell -. - ­.-� 7.-- _.. --­---�-�,:�_--�`--_--- -� --- -_ - .,: -, - .-I, I I ­ - - - ­ - : -;.z . -,;-...;• - .., __ -, - - -- , -%-.---.%­ - - . I ­� ­- CHAMBER 1:-` ,--,.,.-:,::. �-�-- -_'*:� - -;: _­ - __ .1 - . = . - --:�!-: t - , ,:f - ___ .. - - z - -.1 � - e-:. � - I-- -6- ..j--�.Z.-: . . _j .. � � - . . . - ) ,.RECYCLE .;.k-'--.Za_.- -'.­;_'�� - - ----- . , ..- _ 4 - " " ** ` -, .....'..-�_­..'-, , -- - - - - , .......­ . - ­ , -, � - , * " , - -::----I---- , 'r --f- -- - '--' �--` 3� - -- -�.l -_x -- -- -- -- L ,�-��;,--Z- !--�-_: -.-- - -Z �-- - m - __ - _�_ - 1--�--_-- - - - & __. - , . 1 -� - _�-_�_ 01-ir 7- .- -•, . - _; - -. - - - - --' :.. . . i, __ .-... •, _:A,�� 1, - _t,� - __ :�__________ , - . t�,_ - .. - . - - -.2, ._�_ -----. ---. ., : : _ _:;•_� __ ___ _ 7.:--- -:- ;" x ,�- � - ,I - , �_ - . - �_* .., m�_ , - - : 4 -, -,,�', '. - - _.- �:._%,.�:, - , _. '. - �-,, - � .-: "" . . . - - -� 1. ­ C � ... � _�. - ____ %�.. I . , I -j�-_��_% :- .:' : - , ; -• - -1 I --I--- ---- - ;-Z-�:�:__ - - - . . .­ : - -, -Z-7-- Z_ . . . . - . . - . _Z - __ I � I- -�_ I -:- 5 : t: - i_-� _ - - , -_.yam., -.. -;,_. �* , - - - - - .- , . ­ _g , _. ­ . , ,- - , , - _ - :,�� ! : .,.-- . - - - :-- _� -_ - -. - , - ,:. - - . .. - :­ _.-- r :; "i;_:: . . - I 4- ­ - - - - . - . ­:v­. . ICALCROSS -SECTION F-F . __�. I - .- - . - I;,.. .._Z�t.z. ; - Z--- - .'. L­ . . , I . I , _. ., - . .. I I . - . I -_.: �_. .. . - . _-,� , � e_ . i I ­ -, %_ !; ENTRANCE WEIR :. :'. t - 'r = 1, H&V .1 .­ . - I . I : I ; ... . ..:- __ __ ��.­_-: - _: . - I 11 I . I I I I I I . I . 1. I I . I . . I ! CONCRETE BLOCK WALL - I I I . -. - � . . . . . - - . . _,.., . . . : . - .* - - CRETE I :-, � - -• 1 - .. I il ;. ­­- - __ �_ - . - - __ _ -ate: - - - ­ - .::z z *. : I I -()r : I..i . � . .. �. . - . . _. . - -.7 - . - - , , : . . ­ '_ T - , :_ . 1�. - . . -. - . . - . .- ,Z . , ­� I - - - . : I . I I - I _ -!�_- . ... . - . . - . .F. , -. . , -_,_.r:___ �, - -. ' - -;.:- ­:_.�. 4:; ! -.'.I:-,- ­ COMPACTED SUBGRADE EL.429.50 -:%;.,-: -. - - : - , .. .. ��t-'�, - - ..- , ­ - , ,= • .. CONTRACTION JOINTS SPACED AT 15'-d' C-C. . "_ --'. - .- _� __ . . , 11 I 1 :­7. _- , , *, :-- -_ _- - . . I . '- - - - 1. 11. - -'. - . t. . , , " . I I Plir I - - I ­ :- - - _* - _ - - %, I . - - FLOW . .T . . % X.. e . SUMMARY _ .7.: .- , . - -- - . :�-:--- - - I � 7.- - zz- . - .?:,-�t-:----�....�-.---.�!�,-.; _. ­.-t- - - - z-. ___., - -tr - ----- wwwo __ __ - , DA.- 1963 SF; 0.05 AC = - -:, - 4i: -t. `_:iv- :' - ­�L! �j --Z - . z:. - - - ._:�:!.,��., .:-. . S_ =--. - ill rr- __ - ___ �­: - _� � 71 7 I - . __ '"' - - - ___ - ___ - - z - - - _-17� -, ��:-:.--_t ­ __ - - . - z _­ - - ­ ­ 1�. .::--- -1� � _, .,- - .- 1%111111111 '-: Rlicviii* ­ - ­ 9 - - '! - - . , •. C: 0.90 1 N - 1. .. ­ -- � .-:-- -z---- -- __ CONCRETE S �_ ,��%�Ay\ CAR-",, . � CHAMBER - - .- - �: t t- :�__- _: 3,000 MIN COM .- - ---i - TC: 5 MIN I ,_� -',.z 2�_: B , - , -_.r u< -, . .­-::t%1 -- I., - -WALL - - ,j_ _ - - . .- .. - - - - __ - ,�' Qr .....-... ,� -, - ,;, _: � -. 125 7.76 IN � I I : Z..!t��__._ ;-; ____1; . __.1 - 17 .��: oXfEssfo�-. -Z, - P, - , " , , - ­:­.. Q2� MAX: 0.35 CFS z 12l * I , -_--7�-- -..- -- -- I - ,'..: z J_ qx0 ' �; �-;7 -:.--:; � r . 1. NORMAL DEPTH: 0.15 FT - = I :� *: , . . . . : f *_1 _1- Z : SEAL <'!-. -: -:.,:; ­:. __­: .a.". 0 _ - -::--�.:--,-,__z I - " , - . - . z ---A -_ '--' -- ;*. - -� , ; , .r. -%, - -, -'- 'tt--� ---;-.-- = : S . ..;�_.� __- <J� COCul 4PACTED SUBGRAD : " D - - - .. m­ 5 D ... +\. ��, . .-., , () I i ._,%z .. . d _. . . I _;1 - . _. I_... :.:.-..,- TYPICAL CROSS-SECTION D- :­_!, . --- NORMAL DIEPTH: 0.39_ t -A_' -;,,-k­i,_ TYPICAL CROSS -SE ; I ION E-E - . - :-.­... -e_. 1.- ,_ ' , L WIE9k-X\ ` I "lol%%14? ; 1 I CONCRETE FLUME f =YH&V I .,Z-,- -.-­-­ " __ :.__" .. CONCRETE FL:: I I . r = Y H&V I I I . E _FT I I I 11-�:,,z­. -_-_.;--- z_ . I I I I . . . I � CONCRETE - MT HERMAN ROAD I DETAILS & CLCULATI ' S I I I I WAKE COUNTYI I NORTH CAROUNA , - - - ; -­ _7,A�--.:.-�,�ll�.7:-..;-, :..: .. ., :� , . . ­ - �- P,-, ­-1 . ��-.. p - ; �, ---.=%Ty�, 7r1.rI 4 :.� , ;.. . . , � ; ;,., '! � , *' I �: : : ..:. , ,, - . :..... , � : - � , 1 , . z . '., " .! - � .. . 1, I �_ s . . v �) I ,I I 1. 't � .. .: . : � I : 4. . �, ", , .:; � � I i " . � .1 . I t I �. ;. ..; '. . - . � ... , I I . I I . , - --- - . I ­ __ I I � I � � � I I I I � ­ gag NO. I I I WITH-E,RB & RAVEN EL I � � I � � ENGINEERS I PLANNEKS I SURVEYORS I 1 f 5 5- o�. I 111 MocWm Ww C", N"Ih Qff&m 2-611 W.- 919-09-Mo wwwahmovm&q.cm Ucmse W. C-W2 11 . I . I I I I I I- I - - I I . 11 � I I I - � - I #6 ir TOP /WALL ELEV. = 426.75' A. TOP / WALL ELEV. = 429.W #5 VERT. 01'-0" O.C., EA. FACE ,._rp @,. -i ._,,,. i,. EA- FACE i,`' �������` #4 HORIZ. 1-4r O.C. ���� DOWEL AT EA. VERT. - MATCH Z, t�k t�� DOWEL AT EA- VERT. MATCH SIZE &,SEEZCHEIJ. FOR LAP AT,77;�"N •- HOOK AT :e �.�.�.WATERSTOP - SEE PLAN • • - SEE NOTES PLAN NOTES SLAB ELEV. 419.75' SLOPESTop • ®'e.®_m,®,o-^+ a b_r � �-e-u • q. 3 SECDON S1 3/4" = 1'-0" PRECAST CONCRETE BIN BLOCKS BY OTHERS SLAB ON GRADE - SEE CIVIL DWGS. �= a _:. A• _- Uj _ ' • _ ::' • • CONCRETE FLUME - : • - : - " • • : - _ Q SEE CIVIL DINGS. • e •_ • ° vQ° .Ob (3) # 5 CONT. LONG. # 5 @ 2'-0' O.C. TRANS. Z_(r 4 SECTION S1 3/4" = 1'-0" 1-0" TOP / WALL ELEV.. = 428.00' / 428.50 SEE PLAN , = • • y #5 VERT. Q v4r o.c., °• EA. FACE A. GUARDRAIL - SEE CML DWGS. . • SIZE & SEE SCHED. FOR LAP • . I HOOK: • NOTES P • .(VARIES Q RAMP i� �. LOCATIONS) KSECTION ® 4 1 ot 2 SECTION SECTION S1 3/4" = 11-0" r4r 5&-W 1'-(r 114r T.O.W. _ +429.50' T.O.W. _ +428.50' Xr-On _ _o r I TOP / SLAB +419.75- T.O.W. _ +428.00' PRECASF CONCRETE BIN BLOCKS BY s� OTHERS (TYP.} s� a0 N 4 S1 T.O.W. _ +429.50' 1 u, 0 ca - N P/SLAB=+419.75' PRECAST CONCRETE BIN BLOCKS BY ( F tu OTHERS (TYP.) U aj 4!-W WEIR OPENING ELEV_ _ +425.76 T.O_W. _ +428.00' ' TOP RAMP :- q RAMP DOWN = +427.75' • - I T.O.W. 4'-W WEIR OPENING .ELEV. +425.76 _ D TOP /SLAB 13 -(r +419.75' RAMP DOWN "-- t- CONTROL `-.. o I S7 4'-0" WEIR OPENING v' JOINT T.O.W. _ +426.75` ELEV. =+425.75' =.=: RAMP DOWN •4: '• :. 4'-0" WEIR OPENING ELEV. _ +428.00' T.O.W. _ +429.50' 'j r CONCRETE FLUME - 13'-(r T.O.W. _ +428.50' 6'-0" 10'-0" _ SEE CIVIL DWGS. _ 4 ENIN 4l)" '- WEIR OPG 4'-(r WEIR OPENING ELEV. _ ENIN5' Q-�=+427.40' 8" CONCRETE ENTRANCE ,c SLAB W/ 6x6 W1.4xW1.4 5T-0„ WELDED WIRE REINFORCIN PRECAST CONCRETE BIN BLOCKS BY OTHERS (TYP.) PRECAST CONCRETE BIN BLOCKS BY — OTHERS (TYP.). WASTEWATER. RECYCLE SYSTEM FOUNDATION PLAN 1" = 10' General Notes: I. Foundations: 1. Foundation design is based an an allowable soli bearing pressure of 3000 PSF as staffed in a subsurface exploration report prepared by TM Engineering, Inc. dated June 22, 2012. II. Structural Concrete: 1. Concrete shall have a minimum 28-day compressive strength of 3000 psi, unless noted otherwise. 2. Concrete shah be noRnalaweight, air entrained, and shag have a maximum unit weight of 145 pcf, unless noted otherwise. 3. Reinforcing steel shag conform to ASTM A615, Gr60, including ties and stirrups. 4. Minimum concrete cover shag be as follows, unless noted otherwise: a) Unformed surfaces in contact with the ground.............................•--........................................-----•-••••---•................. 3" b) Formed surfaces exposed to earth or weather .................................... " c) Formed surfaces not exposed to earth or weather..................................................................................:....... 1 1/2" 5. Plumbing, mechanical, and elec bical (PME) drawings shall be referred to for drains, sleeves, outlet boxes, conduit, anchors, etc. The various trades are responsible for placing their respective items. Ill. Miscellaneous: 1. Structural drawings are intended to be used with architectural and PME drawings. Contractor is responsible for coordinating such requirements into theirshop drawings and work: 2 No opening shall be made in airy structural member without written apprarai of the Structural -Engineer -of -Record. 3. No change in size or dimension of structural members shag be made without written approval of the Structural -Engineer -of -Record. 4. Openings 1'-,r and lesson a slide are generally not shown on the structural drawings. Refer to architectural and PME drawings for such openings. 5. The Lcontractor is responsible for limiting the amount of construction loads applied to the structural framing: Construction loads shall not exceed the design capacity of the framing at the time the loads are applied. 6. Fire proofing methods and materials for structural members are not shown on structural drawings, unless noted otherwise. Refer to architectural drawings ibr fire proofing methods and materials. 7. Do not scale these drawings; use dimensions. LAP SPLICE AND 900 HOOK SCHEDULE BAR SIZE LAP (m..) TOP BARS" OTHER BARS 90° HOOK (in.) '#3 22 17 6 #4 29 22 8 #5 36 28 10 #6 43 33 12 #7 63 48 14 ' "Top Bars" refers to horizontal reinforcing placed with more than 12 in. fresh concrete cast below the reinforcing. REINFORCING BAR LAP & HOOK SCHEDULE FOR CAST -IN -PLACE CONCRETE LAP - SEE cr•Nr=nr n F: elm Ljr%^W SEES CONTINUO REINFORCI AT CORNER AT INTERSECTION Note: where three or more bars occur, the center bars shall be treated as inner face reinforcement. PLACEMENT OF CONTINUOUS REINFORCING FOR BOND BEAMS, FOOTINGS AND CONCRETE WALLS Foundation Pli n No es: 1. All slabs -on gr, de shall bear on 4" compacted, porous fig. 2. See sections fc r concrete reinforcement. 3. Provide cortin us 6"x1/2" ribbed flat waterstop where indicated on drawings. 4. See Typical Cc nstruction Details on Sheet S1. 5. See General on Sheet S1. i i i I CD m a io Y SEAL ``gxAurrhrir� �� CA �F S/• ' SEA . 032586 GrG 71.15.12 co ca F L i ■ vJ � U U �C O V amm z `V O w " � • CO CO L�.I N�y it sir nrLE Foundation Plan, Sections & General Notes DRAM Igg REVIEVVM rakd DATE 11.15.12 REVISK us sir S1