Project: 10,000 & 20,000 GALLON SEPTIC TANK - 14k, 24k to 26k GALLON EFFLUENT/UTILITY TANK Location: KCP LOCKPORT

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1 Project: 10,000 & 20,000 GLLON SEPTIC TNK - 14k, 24k to 26k GLLON EFFLUENT/UTILITY TNK Location: KCP LOCKPORT PRESENTTION PCKGE SHEET NO. DESCRIPTION 1P 2P 3P 4P 5P 6P 7P 8P PRESENTTION TITLE SHEET & INDEX 10,000 GLLON SEPTIC TNK PRESENTTION DETILS 20,000 GLLON SEPTIC TNK PRESENTTION DETILS 14,000 GLLON EFFLUENT / UTILITY PRESENTTION DETILS 24,000 GLLON EFFLUENT / UTILITY PRESENTTION DETILS 26,000 GLLON EFFLUENT / UTILITY PRESENTTION DETILS KST-POD SW-DRRTS STORMWTER SYSTEM TOP SECTION DETILS KST-POD SW-DRRTS STORMWTER SYSTEM TNK DETILS 10K - SEPTIC TNK 27'-4"L x 11'-6"W x 7'-6"H) 20K - SEPTIC TNK 54'-8"L x 11'-6"W x 7'-6"H) 14K - EFFLUENT / UTILITY TNK 27'-4"L x 11'-6"W x 9'-6"H) L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 24K - EFFLUENT / UTILITY TNK 27'-4"L x 11'-6"W x 14'-6"H) 555O HINMN ROD REV. NO. DTE DESCRIPTION 26K - EFFLUENT / UTILITY TNK 27'-4"L x 11'-6"W x 15'-6"H) MK KST-POD SW-DRRTS STORMWTER SYSTEM DETENTION / RETENTION / RECHRGE / TSS SYSTEM (27'-4"Lx11'-6"Wx4'-9"H O.D.) PRECST UTILITY - EFFLUENT - SEPTIC TNK (STRIGHT WLL) KST-POD SW-DRRTS STORMWTER SYSTEM (27'-4"Lx11'-6"Wx10'-9"H O.D.) PRESENTTION TITLE & INDEX SHEET 01P 10k-26k ST-EFF TNK-SW_R4

2 SPECIFICTIONS: : ENTRINED IR: 5%-9% STEEL: 5, DYS STM GRDE KSI. DISTNCE FROM FLOOR TO HOLE INVERT GLLONGE 63" 60" 10,210 DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 3 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. WEIGHTS: TOP: 51,100 LS OTTOM: 53,050 LS TOTL: 104,150 LS PLN TNK ISOMETRIC L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD C SECTION - C REV. NO. DTE DESCRIPTION MK SECTION - PRECST UTILITY - EFFLUENT - SEPTIC TNK SECTION C-C 10,000 GL. SEPTIC TNK PRESENTTION DETIL SHEET 02P 10k-26k ST-EFF TNK-SW_R4

3 DISTNCE FROM FLOOR TO HOLE INVERT GLLONGE 63" 60" 20,420 SPECIFICTIONS: : ENTRINED IR: 5%-9% 5, DYS STEEL: STM GRDE KSI. PLN DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 3 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. C WEIGHTS: TOP: 2x 51,100 LS OTTOM: 2x 53,050 LS TOTL: 2x 104,150 LS = 208,300 LS SECTION - C L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST SECTION - 555O HINMN ROD REV. NO. DTE DESCRIPTION SECTION C-C MK ST-20,000-HJ TNK ISOMETRIC 20,000 GL. HORIZONTL JOINT SEPTIC TNK PRESENTTION SHEET 03P 10k-26k ST-EFF TNK-SW_R4

4 PLN (w/ CUT-WY) L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD SECTION - REV. NO. DTE DESCRIPTION MK SECTION - PRECST UTILITY - EFFLUENT TNK DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 3 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. DISTNCE FROM FLOOR TO HOLE INVERT GLLONGE 84" 81" 14,000 14,000 GLLON TNK PRESENTTION DETIL SHEET 04P 10k-26k ST-EFF TNK-SW_R4

5 PLN L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD SECTION - REV. NO. DTE DESCRIPTION MK SECTION - PRECST UTILITY - EFFLUENT TNK (w/ CUT-WY) DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 3 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. DISTNCE FROM FLOOR TO HOLE INVERT GLLONGE 144" 141" 24,000 24,000 GLLON TNK PRESENTTION DETIL SHEET 05P 10k-26k ST-EFF TNK-SW_R4

6 PLN L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD SECTION - REV. NO. DTE DESCRIPTION MK SECTION - PRECST UTILITY - EFFLUENT TNK (w/ CUT-WY) DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 3 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. DISTNCE FROM FLOOR TO HOLE INVERT GLLONGE 156" 153" 26,000 26,000 GLLON TNK PRESENTTION DETIL SHEET 06P 10k-26k ST-EFF TNK-SW_R4

7 PLN L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD SECTION - HS DEVELOPED ND CN SUPPLY N RRY OF STRUCTURL MP FOR STORM WTER PPLICTIONS: THESE SYSTEMS LLOW: DETENTION / RETENTION / RECHRGE / TSS SYSTEMS THEY RE OFFERED TO HELP THE ENGINEERING COMMUNITY MEET THE CURRENT STORM WTER REGULTIONS & COMPLINCE ISSUES. THE LTEST OF THESE PRODUCT IS THE: KST-POD SW-DRRTS STORMWTER SYSTEM STRONG TOOL YOU CN USE TO MEET YOUR REQUIREMENTS. S LWYS CONSIDERS: CPITL COSTS ( (I.E.) ONE TIME UP FRONT COST.) INSTLLTION TIME, COST, & INSTLLTION DIFFICULTY. DESIGN LODING & FOOTPRINT OF STRUCTURE. SIZE & CPCITY OF STRUCTURE ND FLOW RTES. MINTENNCE COST ND TIME & ESE OF PERFORMNCE OF MINTENNCE. PLESE CLL TO LERN MORE OUT THE KST-POD SW-DRRTS STORMWTER SYSTEM OR NY OF OUR OTHER STORM WTER STRUCTURL MP'S FOR STORM WTER: DETENTION REV. NO. DTE DESCRIPTION MK SECTION - 10/18/17 STORMWTER VULT DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 6 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. TOP SECTION DETILS KST-POD SW-DRRTS STORMWTER SYSTEM DETENTION / RETENTION / RECHRGE / TSS SYSTEM 07P 10k-26k ST-EFF TNK-SW_R4

8 PLN L:\CDD\PRODUCTS\SQURE ND RECTNGULR STRUCTURES\VULTS\10k-26k SEP-EFF TNK WRKK\10k-26k ST-EFF TNK-SW_R4.dwg PRECST 555O HINMN ROD SECTION - REV. NO. DTE DESCRIPTION SECTION - HS DEVELOPED ND CN SUPPLY N RRY OF STRUCTURL MP FOR STORM WTER PPLICTIONS: THESE SYSTEMS LLOW: DETENTION / RETENTION / RECHRGE / TSS SYSTEMS THEY RE OFFERED TO HELP THE ENGINEERING COMMUNITY MEET THE CURRENT STORM WTER REGULTIONS & COMPLINCE ISSUES. THE LTEST OF THESE PRODUCT IS THE: KST-POD SW-DRRTS STORMWTER SYSTEM STRONG TOOL YOU CN USE TO MEET YOUR REQUIREMENTS. S LWYS CONSIDERS: CPITL COSTS ( (I.E.) ONE TIME UP FRONT COST.) INSTLLTION TIME, COST, & INSTLLTION DIFFICULTY. DESIGN LODING & FOOTPRINT OF STRUCTURE. SIZE & CPCITY OF STRUCTURE ND FLOW RTES. MINTENNCE COST ND TIME & ESE OF PERFORMNCE OF MINTENNCE. PLESE CLL TO LERN MORE OUT THE KST-POD SW-DRRTS STORMWTER SYSTEM OR NY OF OUR OTHER STORM WTER STRUCTURL MP'S FOR STORM WTER: DETENTION MK 11/02/17 STORMWTER VULT DESIGN LODING: SHTO HS WITH 30% IMPCT ND EQUIVLENT SOIL 6 FT. OF FILL OVER TOP OF TNK. WTER TLE 3 FT. DOWN FROM GRDE. FLOTTION FORCES NOT CCOUNTED FOR. TNK DETILS KST-POD SW-DRRTS STORMWTER SYSTEM DETENTION / RETENTION / RECHRGE / TSS SYSTEM 08P 10k-26k ST-EFF TNK-SW_R4