TE-QQQ_Sewage_Treatment_Monthly_Log_Revision 1.xlsx
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| TECHNICAL EXHIBIT QQQ | Revision 1 | ||||||||||||||||||||||||||
| FACILITIES ENGINEERING OPERATING LOG | INSTALLATION | Dugway Proving Ground, Utah | MONTH | MONTH & YEAR | PAGE 1 of 5 | ||||||||||||||||||||||
| TE QQQ (Sewage - Supplementary) | |||||||||||||||||||||||||||
| For use of this form, see AR 420-46; the proponent | PLANT | Sewage Treatment Facility | |||||||||||||||||||||||||
| agency is the Office of the Chief of Engineers. | |||||||||||||||||||||||||||
| DATE | DAY OF WEEK | ANALYTICAL RESULTS | FLOW RAS MGD | FLOW WAS GPD | FINAL EFFLUENT E-COLI/100ML | FINAL EFFLUENT NTU's | AVERAGE PERCENT REMOVAL | ||||||||||||||||||||
| RAS/WAS T.S.S | B.O.D. (5-Day), ppm | SUSPENDED SOLIDS, ppm | |||||||||||||||||||||||||
| UNIT | B.O.D | T.S.S. | |||||||||||||||||||||||||
| RAW INFLUENT | CLARIFIER EFFLUENT | SAND FILTER EFFLUENT | FINAL EFFLUENT | RAW INFLUENT | CLARIFIER EFFLUENT | SAND FILTER EFFLUENT | FINAL EFFLUENT | ||||||||||||||||||||
| SECONDARY TREATMENT | ERROR:#DIV/0! | ERROR:#DIV/0! | |||||||||||||||||||||||||
| TOTAL | ERROR:#DIV/0! | ERROR:#DIV/0! | |||||||||||||||||||||||||
| 1 | MONTHLY STP MASS BALANCE IN POUNDS | ||||||||||||||||||||||||||
| 2 | INFLUENT | EFFLUENT | |||||||||||||||||||||||||
| 3 | B.O.D. | T.S.S | B.O.D. | T.S.S | |||||||||||||||||||||||
| 4 | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | |||||||||||||||||||||||
| 5 | |||||||||||||||||||||||||||
| 6 | % REMOVAL IN POUNDS | ||||||||||||||||||||||||||
| 7 | B.O.D | T.S.S | |||||||||||||||||||||||||
| 8 | ERROR:#DIV/0! | ERROR:#DIV/0! | |||||||||||||||||||||||||
| 9 | |||||||||||||||||||||||||||
| 10 | MONTHLY DIGESTER ANALYSIS | ||||||||||||||||||||||||||
| 11 | DATE | NO. 1 | NO. 2 | NO. 3 | |||||||||||||||||||||||
| 12 | D.O | pH | SOL % | VOL % | D.O | pH | SOL % | VOL % | D.O. | pH | SOL % | VOL % | |||||||||||||||
| 13 | |||||||||||||||||||||||||||
| 14 | |||||||||||||||||||||||||||
| 15 | |||||||||||||||||||||||||||
| 16 | |||||||||||||||||||||||||||
| 17 | |||||||||||||||||||||||||||
| 18 | |||||||||||||||||||||||||||
| 19 | |||||||||||||||||||||||||||
| 20 | |||||||||||||||||||||||||||
| 21 | |||||||||||||||||||||||||||
| 22 | |||||||||||||||||||||||||||
| 23 | |||||||||||||||||||||||||||
| 24 | WEEKLY STREAM ANALYSIS | ||||||||||||||||||||||||||
| 25 | DATE | 1. ABOVE OUTFALL 0.1 MILES | 2. BELOW OUTFALL 0.1 MILES | ||||||||||||||||||||||||
| 26 | D.O | B.O.D. | D.O. | B.O.D. | |||||||||||||||||||||||
| 27 | |||||||||||||||||||||||||||
| 28 | |||||||||||||||||||||||||||
| 29 | |||||||||||||||||||||||||||
| 30 |
| TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | REMARKS: | |||
| MAXIMUM | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| MINIMUM | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ||||
| AVERAGE | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ||||
| SEE REVERSE SIDE FOR INSTRUCTIONS | PREPARED BY | DATE | APPROVED BY | DATE | POST ENGINEER | DATE |
| TECHNICAL EXHIBIT QQQ | Revision 1 | ||||||||||||||||||||||||||
| FACILITIES ENGINEERING OPERATING LOG | INSTALLATION | Dugway Proving Ground, Utah | MONTH | MONTH & YEAR | PAGE 2 of 5 | ||||||||||||||||||||||
| TE QQQ (Sewage - Supplementary) | |||||||||||||||||||||||||||
| For use of this form, see AR 420-46; the proponent | PLANT | Sewage Treatment Facility | |||||||||||||||||||||||||
| agency is the Office of the Chief of Engineers. | |||||||||||||||||||||||||||
| DATE | DAY OF WEEK | ANALYTICAL RESULTS | SEWAGE TREATMENT FLOW MGD | ||||||||||||||||||||||||
| MORNING PARAMETERS, ppm | OXIDATION DITCH | OIL & GREASE | SETTLING SOLIDS | RAS / WAS % | FILTER BELT PRESS | Headworks Influent Flow | E.Q. Basin | Final Outfall | |||||||||||||||||||
| pH INFLUENT | pH EFFLUENT | D.O. INFLUENT | D.O. EFFLUENT | TEMP*C INFLUENT | TEMP*C EFFLUENT | pH | D.O. | MLSS | MLVSS | S.T.P. INFLUENT | S.T.P. EFFLUENT | VISUAL SHEEN YES/NO | INFLUENT ML/LITER | EFFLUENT ML/LITER | SLUDGE SOLIDS % | VOLATILE SOLIDS % | DIGESTER TO FILTER PRESS % SOLIDS | % SOLIDS BELT CAKE | SLUDGE TO FILTER PRESS | SLUDGE TO DRYING BED | |||||||
| MAXIMUM | MINIMUM | AVERAGE | AVERAGE | TOTAL TREATED |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| 6 |
| 7 |
| 8 |
| 9 |
| 10 |
| 11 |
| 12 |
| 13 |
| 14 |
| 15 |
| 16 |
| 17 |
| 18 |
| 19 |
| 20 |
| 21 |
| 22 |
| 23 |
| 24 |
| 25 |
| 26 |
| 27 |
| 28 |
| 29 |
| 30 |
| TOTAL | 0.00 | 0.00 | 0.00 | 0.00 | 0.0 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0000.0 | 0000.0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.0 | 0.0 | 0.00 | 0.00 | 0.00 |
| MAXIMUM | 0.00 | 0.00 | 0.00 | 0.00 | 0.0 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0000.0 | 0000.0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.0 | 0.00 | 0.00 | 0.00 | |
| MINIMUM | 0.00 | 0.00 | 0.00 | 0.00 | 0.0 | 0.0 | 0.00 | 0.00 | 0 | 0 | 0 | 0 | 0000.0 | 0000.0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.0 | 0.00 | 0.00 | 0.00 | |
| AVERAGE | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! |
| SEE REVERSE SIDE FOR INSTRUCTIONS | PREPARED BY | DATE | APPROVED BY | DATE | POST ENGINEER | DATE |
| TECHNICAL EXHIBIT QQQ | Revision 1 | |||||||||||||||||||||
| FACILITIES ENGINEERING OPERATING LOG | INSTALLATION | Dugway Proving Ground, Utah | MONTH | MONTH & YEAR | PAGE 3 of 5 | |||||||||||||||||
| TE QQQ (Sewage - Supplementary) | ||||||||||||||||||||||
| For use of this form, see AR 420-46; the proponent | PLANT | Sewage Treatment Facility | ||||||||||||||||||||
| agency is the Office of the Chief of Engineers. | ||||||||||||||||||||||
| DATE | DAY OF WEEK | ANALYTICAL RESULTS | TOTAL BY-PASSED | BIO POND #2 TO S.T.P. X1000 | WEATHER | |||||||||||||||||
| B.O.D. (5-Day), ppm | C.O.D.,ppm | pH | TEMP. *C | D.O. | T.S.S. | OIL & GREASE | HIGH AIR TEMP. °F | LOW AIR TEMP. °F | PRECIP IN INCHES | |||||||||||||
| F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT | F.O.S. BLDG. INFLUENT | BIO POND #2 EFFLUENT |
| 1 |
| 2 |
| 3 |
| 4 |
| 5 |
| 6 |
| 7 |
| 8 |
| 9 |
| 10 |
| 11 |
| 12 |
| 13 |
| 14 |
| 15 |
| 16 |
| 17 |
| 18 |
| 19 |
| 20 |
| 21 |
| 22 |
| 23 |
| 24 |
| 25 |
| 26 |
| 27 |
| 28 |
| 29 |
| 30 |
| TOTAL | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| MAXIMUM | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| MINIMUM | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| AVERAGE | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! |
| SEE REVERSE SIDE FOR INSTRUCTIONS | PREPARED BY | DATE | APPROVED BY | DATE | POST ENGINEER | DATE |
| TECHNICAL EXHIBIT QQQ | Revision 1 | |||||||||||||||||||
| FACILITIES ENGINEERING OPERATING LOG | INSTALLATION | Dugway Proving Ground, Utah | MONTH | MONTH & YEAR | PAGE 4 of 5 | |||||||||||||||
| TE QQQ (Sewage - Supplementary) | ||||||||||||||||||||
| For use of this form, see AR 420-46; the proponent | PLANT | Sewage Treatment Facility | ||||||||||||||||||
| agency is the Office of the Chief of Engineers. | ||||||||||||||||||||
| DATE | DAY OF WEEK | ANALYTICAL RESULTS | REMARKS: | |||||||||||||||||
| DITCH UPSTREAM | FINAL EFFLUENT GRAB SAMPLE | EFFLUENT COMPOSITE | ||||||||||||||||||
| pH | TEMP. *C | D.O. | NITRITE | NITRATE | AMMONIA | AMMONIA NON-ION | pH | TEMP. *C | D.O. | NITRITE | NITRATE | AMMONIA | AMMONIA NON-ION | NITRITE | NITRATE | AMMONIA |
| 1 | 0.0000 | 0.0000 | ||||||||||||||||
| 2 | 0.0000 | 0.0000 | ||||||||||||||||
| 3 | 0.0000 | 0.0000 | ||||||||||||||||
| 4 | 0.0000 | 0.0000 | ||||||||||||||||
| 5 | 0.0000 | 0.0000 | ||||||||||||||||
| 6 | 0.0000 | 0.0000 | ||||||||||||||||
| 7 | 0.0000 | 0.0000 | ||||||||||||||||
| 8 | 0.0000 | 0.0000 | ||||||||||||||||
| 9 | 0.0000 | 0.0000 | ||||||||||||||||
| 10 | 0.0000 | 0.0000 | ||||||||||||||||
| 11 | 0.0000 | 0.0000 | ||||||||||||||||
| 12 | 0.0000 | 0.0000 | ||||||||||||||||
| 13 | 0.0000 | 0.0000 | ||||||||||||||||
| 14 | 0.0000 | 0.0000 | ||||||||||||||||
| 15 | 0.0000 | 0.0000 | ||||||||||||||||
| 16 | 0.0000 | 0.0000 | ||||||||||||||||
| 17 | 0.0000 | 0.0000 | ||||||||||||||||
| 18 | 0.0000 | 0.0000 | ||||||||||||||||
| 19 | 0.0000 | 0.0000 | ||||||||||||||||
| 20 | 0.0000 | 0.0000 | ||||||||||||||||
| 21 | 0.0000 | 0.0000 | ||||||||||||||||
| 22 | 0.0000 | 0.0000 | ||||||||||||||||
| 23 | 0.0000 | 0.0000 | ||||||||||||||||
| 24 | 0.0000 | 0.0000 | ||||||||||||||||
| 25 | 0.0000 | 0.0000 | ||||||||||||||||
| 26 | 0.0000 | 0.0000 | ||||||||||||||||
| 27 | 0.0000 | 0.0000 | ||||||||||||||||
| 28 | 0.0000 | 0.0000 | ||||||||||||||||
| 29 | 0.0000 | 0.0000 | ||||||||||||||||
| 30 | 0.0000 | 0.0000 | ||||||||||||||||
| 0.0000 | 0.0000 | |||||||||||||||||
| TOTAL | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.000 | 0.0 | 0.00 | |
| MAXIMUM | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.000 | 0.0 | 0.00 | |
| MINIMUM | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.0000 | 0.000 | 0.0 | 0.00 | |
| AVERAGE | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | 0.0000 | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | 0.0000 | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | |
| SEE REVERSE SIDE FOR INSTRUCTIONS | PREPARED BY | DATE | APPROVED BY | DATE | POST ENGINEER | DATE |
| TECHNICAL EXHIBIT QQQ | Revision 1 | |||||||||||||||||||||||
| FACILITIES ENGINEERING OPERATING LOG | INSTALLATION | Dugway Proving Ground, Utah | MONTH | MONTH & YEAR | PAGE 5 of 5 | |||||||||||||||||||
| TE QQQ (Sewage - Supplementary) | ||||||||||||||||||||||||
| For use of this form, see AR 420-46; the proponent | PLANT | Sewage Treatment Facility | ||||||||||||||||||||||
| agency is the Office of the Chief of Engineers. | ||||||||||||||||||||||||
| DATE | DAY OF WEEK | ANALYTICAL RESULTS | REMARKS: | |||||||||||||||||||||
| English Village Lagoon | Ditto Lagoon | Baker Lagoon | ||||||||||||||||||||||
| pH | TEMP. *C | D.O. | T.S.S | OIL & GREASE | C.O.D | E-COLI /100ML | pH | TEMP. *C | D.O. | T.S.S | OIL & GREASE | C.O.D | E-COLI /100ML | pH | TEMP. *C | D.O. | T.S.S | OIL & GREASE | C.O.D | E-COLI /100ML |
| 1 | 0.0000 |
| 2 | 0.0000 |
| 3 | 0.0000 |
| 4 | 0.0000 |
| 5 | 0.0000 |
| 6 | 0.0000 |
| 7 | 0.0000 |
| 8 | 0.0000 |
| 9 | 0.0000 |
| 10 | 0.0000 |
| 11 | 0.0000 |
| 12 | 0.0000 |
| 13 | 0.0000 |
| 14 | 0.0000 |
| 15 | 0.0000 |
| 16 | 0.0000 |
| 17 | 0.0000 |
| 18 | 0.0000 |
| 19 | 0.0000 |
| 20 | 0.0000 |
| 21 | 0.0000 |
| 22 | 0.0000 |
| 23 | 0.0000 |
| 24 | 0.0000 |
| 25 | 0.0000 |
| 26 | 0.0000 |
| 27 | 0.0000 |
| 28 | 0.0000 |
| 29 | 0.0000 |
| 30 | 0.0000 |
| TOTAL | 0 | 0 | 0 | 0 | 0 | 0 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | |
| MAXIMUM | 0 | 0 | 0 | 0 | 0 | 0 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | |
| MINIMUM | 0 | 0 | 0 | 0 | 0 | 0 | 0.0000 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | 0.00 | 0.0 | 0.00 | 0.000 | 0.0 | 0.00 | 0.00 | |
| AVERAGE | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | 0.0000 | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | ERROR:#DIV/0! | |
| SEE REVERSE SIDE FOR INSTRUCTIONS | PREPARED BY | DATE | APPROVED BY | DATE | POST ENGINEER | DATE |
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