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Home My WebLink AboutStorm Water Operators and Maintenance Manual Aaron-Ruben-Nelson Mortuary O&M Manual 11411 Michigan Road, Carmel, Indiana 46032 September 1 i'\ 2008 ,#, ~ ~. ' .~ .' -~. .' STORMW A TER OPERATORS AND MAINTENANCE MANUAL Background At the time of development of the Aaron-Ruben-Nelson Mortuary, the City of Carmel enacted requirements for the treatment of storm water. The mortuary located at 11411 Michigan Road was designed to those standards. A part of the treatment requirements included that certain costs and obligations be met by the current and all future site owners. Purpose ....... This manual provides information to help all current and future owners of the 11411 Michigan Road site maintain the storm water BMP's. Contact Information Current Site Owner: Site Owner Contact Address: Site Owner Phone Number: Site Owner Email Address: Owner's Responsibility It is the owner's responsibility to maintain all site BMP's listed in this manual as directed by the City of Carmel. Notes and actions of all maintenance shall be kept and on-site and left for all future owners. City of Carmel's Right of Entry The City of Carmel has the right to enter the property and inspect the BMP's and all infrastructure affecting the BMP's. -. BMP Maintenance This site contains two BMP's. See the "SITE BMP LOCA nONS" exhibit. The first BMP (labeled" 1" on the indicated exhibit) is a hooded catch basin located immediately upstream of the ADS 3620WQB (labeled "2" on the indicated exhibit). The hooded catch basin is to be inspected to ensure that the hood is attached to the interior wall as originally installed. The hood shall extend below the structure outlet approximately four to six inches. It is to be vacuumed out with the regular maintenance of the ADS3620WQB. See the "SITE BMP DETAILS" exhibit for details of this structure. Follow the maintenance requirements indicated in the "BMP MAINTENANCE" exhibit. Be sure to maintain the hooded catch basin as previous indicated. Contact the ADS3620WQ for any issues regarding the function and maintenance of the stnlcture. Bordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck Ct. Indianapolis, IN 46256 Office: 317-536-6181 Fax: 317-536-6220 Cell: 317-418-5995 sbordenet@civil-ls.com Aaron-Ruben-Nelson Mortuary O&M Manual 11411 Michigan Road, Carmel, Indiana 46032 September 1 ih, 2008 ~ SITE BMP LOCATIONS .... Bordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck Ct. Indianapolis, IN 46256 Office: 317-536-6181 Fax: 317-536-6220 Cell: 317-418-5995 sbordenet@civil-Is.com <r -. .. .OI,IS-lo S ~~ :;;. ... ~~-- ,,' ~- Ii , - ------- \.1;,\ -- ---..... \ , If" - - - ~~ \~I : . 7 1 ~~ e~ ~ 'il ._ _.-- _.----J~ \ \ \ \ \ \ \ \ \ @ \c-- \ \-- \- \ \ B- \ . \ 0\__ ~ ~) \ E. ~ Z ~:: ~ ~ ~ ~ o ~ ,: ~~ \~ ,'1 ~' J ",,:$ ~i ~ '"' ~-+-Z ~-- ----- - - -------'~ --~... _------ \ B \ '" :g -- - - ----- - A o cC) o ~ I v ~~ --z --..9 h \<l 'f2 Q ():)3 V) ~ ~ i ... " ~ --"" ,.tT~ € Cif--- ---~ Aaron-Ruben-Nelson Mortuary O&M Manual 11411 Michigan Road, Carmel, Indiana 46032 September 1 ih, 2008 ~ SITE BMP DETAILS Bordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck Ct. Indianapolis, IN 46256 Office: 317-536-6181 Fax: 317.536-6220 Cell: 317-418-5995 sbordenet@civil-ls.com P1ATOl TllP lnUll DNEIlT TO TIIP CHNGER INVERT 1 ." 7t1.6!1i" 14" HIlI'it ACCESS lmDIt Ii SEIIDlENT t:iW4BE1l .-.-.-V :-T II" HIIPE STiIINll PIn. \ I \IEIJl STMlI I"lJ'I: 'ID 1I:lP IlF' PIPE DWGlEIII MD A"ACH I $1'IiTDIEJI I'LATE TtI IlEJlUCDlli PLATE <Sa: IlETt.I1J IJ!L. CtIIIIOER MLO IlRIl"lCE _ IrAY TDDI'H HIFE WEIR PUlTt IN SEllD<<Il1 CHAlOER l!' UN T1IIml HIII'E \oIEJR PLATE: lIE[ 1ETAIU 14:1.83" IUJlUCOOi PLAn: '1/1 DiZIFII:E MIl tIlIJU:T STUll llDPt: tIIYD'TEII VEDI PLATE CIEE JlETIIlU J!Il!' HIlPE IMYi1i'ID \tEDt M'IE F'Dlt au. CWiIlIIER I!3&' C FULL mac Of PIPE) ~ .~ ~ZDWQT3 1!l!iIIliiI. , REmJClNG PLATE II'" N-12 STANII PIPE: &ff' 1&" . . UI" .., .. V' llK'_A 1IlfI~ mmtJI . . . . .411". . lm=III IIlllIIBIID ~ filftt1iIr A...... ......" A..... ... _ &lIIim IIm.!l!II 1m' ,. mlIi1S. 'A5!: GllUf '" It ~ ~ _ MIl' 19I[ .. VtLDED STIFTENER PLATE NCIJ'Eit I. H.L lIN!JISl1lPolS lIRE NlMI/Ill. lL AU. F1TIIICG CONNEC'IIONS 'tWJ. BE lW)E' USllIQ /l, 9'I'ANDNlIl IIW/ImJ. QR SI'lJI' COUPLiR DlSPERSIIlH JWTLE DETAIL (TCP WIJ~ -- --...... JllIl!Ml1lll __ ~ ~~ 1:It; ~ ~ >- W I ~ ... Q! '" ~~ I~ I "'all ; II ~~I- ~ li~~ E ~~~~ 9 s a.. ~ III ti ml~ ~ ~IB B;/ ~ ~ Ii ~ II ~I ~I I~ . .. B~~ I II ~~ ~II I I 1,1. r- ~ r I III I I I ~ ili !~i I ~ I I "I e I I I!~~ II t... ~ :liB! ~~u ~iU III if I~ ! ~; III I ~ . ili eol! ~I! I II .,1. III i ~ ;11 ;~ I II ;:1 . ;11. !I I. 1=- ~B~ !I 't! is I ~!I: !~ ~I !i; g i I II! GI I I ~ J e" ~ B d~ jl ~ !;i ~ ~ ; I i I~I I I fa ~ I Aaron-Ruben-Nelson Mortuary O&M Manual 11411 Michigan Road, Carmel, Indiana 46032 th September 17 , 2008 ~ BMP MAINTENANCE Bordenet Civil Engineering & Land Surveying, LLC 8902 Alibeck Ct. Indianapolis, IN 46256 Office: 317-536-6181 Fax: 317-536-6220 Cell: 317-418-5995 sbordenet@civil-ls.com ~. INSTAllATION GUIDE Water Quality Units - Inspection & Maintenance IG 2.02 June 2006 Description I Basic Function The ADS Water Quality Unit harnesses the proven concepts utilized in municipal sewage treatment systems and transforms it into a compact Water Quality Unit. The unit is ideal for storm water applications including gas stations and fast food restaurants, this system gives you a highly effective BMP solution to meet EPA requirements. N-12 ACCESS I>JSER (SEDIMENT RISoR) N-12 ACCESS RISER (OIL RISER) 1- STANO PIPE (BAFFLE, DISPERSION TUBE) SEDIMENT CHAMS5R (SAW TOOTli) waR PlATE OUTLOT STU,7 I SEDIMENT CHAMBER I OIL CHAMBER / L- 'ENOPLATE ENDI'LATE Risers The ADS Water Quality Unit consists of two risers. A 24" riser is centered over Sediment and Oil Chambers. These two risers provide access to the individual chambers of the Storm Water Quality Unit for maintenance and inspection. Entry into the WQU should be considered an OSHA confined space and appropriate guidelines should be followed. Maintenance Overview The purpose of maintaining a clean and obstruction free Water Quality Unit is to ensure the system performs its intended function. A build up of debris in excess of the design storage volume could reduce the efficiency of the system. A company specializing in such activities should perform inspection and maintenance of the Water Quality Unit. Inspection I Maintenance Frequency for the ADS Water Quality Unit )> Inspected Quarterly (4 times a year) and after major storm events. )> Cleaned (pumped and pressure washed) a minimum of once a calendar year )> Site or surrounding site conditions may require more inspections and maintenance 4640 TRUEMAN BLVD. HilLIARD. OH 43026 (800) 821-6710 www.ads-pipe.oom AIG202 @ ADS 2006 ar4:6. Inspection An inspection should be performed when the system is installed, This allows the owner to measure the invert prior to accumulation of sediment. This survey will allow the monitoring of sediment build-up without entering the system, thereby eliminating the need for confined space entry, Documentation of pre-inspection data should be captured. Procedures 1. In the by-pass structure inspect for blockage. Inspect the diversion structure and weir for damage and sediment buildup. Any damage should be repaired and sediment should be removed as required. 2. On the Water Quality Unit, locate the risers. The risers will be 24" in diameter. 3. Remove the lid of each riser. It is recommend that this be done one at a time so an open riser is not left exposed during inspection or maintenance of the other risers. 4. In the 24" riser over the sediment chamber, inspect the amount of floatable debris. Then measure the sediment buildup with a measuring device such as a Sludge Judge@. Also inspect that the inlet pipe does not have any blockage. Blockage inspection is better suited after unit is vacuumed. Any confined space entry would be done through this riser and OSHA requirements must be followed. 5. In the 24" riser over the oil chamber, measure I inspect the oil depth. 6. I nspect structure and components for any damage. 7, Replace all riser lids. Maintenance Cleaning should be performed if sediment volume has reduced the storaQe area bv 20% or if the depth of sediment has reached approximatelv 25% of the diameter of the structure (See Table 1 for c/eanout depth Information). Furthermore, the system may need cleaning in the event a spill of a foreign substance enters the unit. a e - e Iment ept. a eanou Model Diameter Sediment Depth Model Diameter Sediment Depth Number (In,l (in.) Number (In.) (in.) 3620WQB 36 9 4820WQB 48 12 3640WQB 36 9 4840WQB 48 12 4220WQB 42 10 6020WQB 60 15 4240WQB 42 10 6040WQB 60 15 T hi 1 S d' o h tel t Procedures 1. Insert vacuum hose into by-pass structure and pump out. Inspect by-pass structure for any damage. 2. Insert vacuum hose into 24" riser and pump out the sediment chamber. Pressure wash this chamber if needed. Inspect for any damage. Inspect the inlet pipe for any blockage. Also inspect weir plate for damage. 3. Insert vacuum hose into other 24" riser. This will pump out the oil chamber. Inspect for any structural damage. Pressure wash this chamber if needed. 4. Refill water quality unit with water. 6. Replace all riser lids. The owner or operator is responsible for meeting all federal, state, and local laws and regulations during the maintenance and c1eanout operations. Material Disposal Owners are responsible for complying with all federal, state, and local regulations when disposing of material collected from the storm water quality unit. Water and sediment from c1eanout procedures should not be dumped into sanitary sewer. 4640 TRUEMAN BLVD, HilLIARD. OK 43026 (600) 821.6710 www.ads-pipe.com