BSP-08-0347 Eagle PlazaIPM.Note
BSP-08-0347 Eagle Plaza
Steve Harrington
Karen Bennett
Steve Harrington
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=KARENB
BSP-08-0347 Eagle Plaza
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=STEVEH
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=STEVEH
Karen Bennett
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=KARENB
Edward Smith; Grant Beck; Jim Doty; John Ivey; Karen Bennett; Nisha Box; Steve Harrington; Tim Peterson
BSP-08-0347 Eagle Plaza
Good Morning. Attached please find additional submittals received for
the civil review process of Eagle Plaza.
* Water Plan
* Directional Access Site Plan
* Sewer Step Tank Sizing
* Storm Drain Report
* Shea Carr Jewell Letter
These documents are all available on the T drive for your convenience.
If you have any questions, please give me a call.
REMINDER: We will be reviewing this project on Tuesday, February 24th
in the CDD Conference Room at 2:00 pm. Please be available.
Karen T. Bennett
City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, WA 98597
(360)458-3835
Fax (360)458-3144
<DC90029353CCCD468AA2A2858FFCD8F58C3E83@server1.ci.yelm.wa.us>
BSP-08-0347 Eagle Plaza.EML
Steve Harrington
11.0
08-0347 Water Plan 020509
08-0347 Water Plan 020509
Edward Smith
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Smitty
smitty@ci.yelm.wa.us
smitty
Edward Smith
Grant Beck
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Grant
grantb@ci.yelm.wa.us
Grant Beck
Grant Beck
Jim Doty
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Jimd
jimd@ci.yelm.wa.us
jimd
Jim Doty
John Ivey
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=JohnI
JohnI@ci.yelm.wa.us
JohnI
John Ivey
Karen Bennett
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=KarenB
KarenB@ci.yelm.wa.us
KarenB
Karen Bennett
Nisha Box
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Nishar
nishab@ci.yelm.wa.us
nishab
Nisha Box
Steve Harrington
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Steveh
steveh@ci.yelm.wa.us
steveh
Steve Harrington
Tim Peterson
EX
/O=CITYOFYELM/OU=FIRST ADMINISTRATIVE GROUP/CN=RECIPIENTS/CN=Tim
tim@ci.yelm.wa.us
tim
Tim Peterson
08-0347 Water Plan 020509.pdf
.pdf
08C5E0~1.PDF
08-0347 Water Plan 020509.pdf
08-0347 Storm Drain Rpt 100108.pdf
.pdf
08-034~1.PDF
08-0347 Storm Drain Rpt 100108.pdf
08-0347 SCJ Ltr 021709.pdf
^Snen LnnnIEWELL ". February 17,2009 City of Yelm Community Development Depaftment Mr. Grant Beck PO Box 479 Tenino, WA 98597 RE: Eagle Plaza -Additional lnformation Request Dated Feb.9,
2009 (email) scJ 940.01 Dear Grant, On February 9rh you requested additional information (via email) for the Eagle Plaza Binding Site Plan. I have included the City's requests below
with comments addressing each topic. Civil: 1. All the plans and reports in electronic format (..pdf for *.tif). We have included a cd with allthe submitted information included 2. A
STEP tank sizing report for all tanks being installed as part of phase I (see note below). We have included a Sewer Step Tank Sizing Report for your review. This report '/only addresses
the step tank for Buitding A (Medicat Office Btdg) 3. A Phasing Plan, if applicable. The phase line is shown on the plans but it is unclear what improvements are to be constructed as
part of Phase l. The phasing plan for this project is shown on the construction documenfs. /Í rs anticipated that all the improvements south of the phase line will be constructed . and
completed as paft of phase 1 (Medical Office Bldg). Additional u improvements to be complefed as paft of Phase I is the completed water main as shown on the construction drawings and
mass grading of the site. The grading of the sife is necessary for the cuts and fills to balance the site. 4. Details on proposed access control at the driveway approach between Buildings
C and D. As indicated in previous pre-submission meetings, physical access controlwill be required at this approach. We have included an 8.5"x11" exhibit illustrating the proposed directional
access proposed between Bldg C and D. At this time we request that we be allowed to /submit this exhibit and revise the construction documenfs fo reflect this change prior to the second
review. This would alleviate the need to reproduce an additionalS sefs of plans. Architectural 1. Building plan review fee's. -,, lt is my understanding that Scott Ritter has already
addressed this with Tami Merriman and sent the check by US Mail. 2l 02 Carriage Drive SW, Bldg. H Olympia, WA 98502 Office 360.352,1465 Fax 360.352.ì 509 www. S h ea Ca rrJ ewe ll.co
m
.SHrn LARIJT*rtr-Other 1. Photometric lighting plan for parking lot lighting. At our request, you have allowed us fo submit this information at a separate time. Thank you. I also want
to make sure that a set of plans along with the Stormwater Report was delivered to KPFF. A copy of the STEP tank sizing report also should be delivered directly to KPFF. KPFF has received
a copy of the initial submittal and fias a/so received a copy of " the }TEP Report by emait. Grants Email 211312009 The Fire Hydrant Calculations were also not in the packet that was
delivered last Friday, I expect they will part of the general water calculations for the STEP tank sizing scheduled for delivery today. We were not expecting to be submitting fire flow
calculations af fhis time in the project. Att buitdings are expecting to have fire protection by way of internal sprinkler syCfems. With the Buitding Officials' approval, it is usually
allowed that a fire sprinkler v system would eliminate or reduce the need for fire hydrant coverage to all pa1ts of the buitding. ,4s soon as the fire sprinkler engineer completes the
design of the fire sprinkler sysfem we will be abte to verify that the building is protected based on the flows necessary for the sprinkler sysfem to operate. Currently we show the necessary
connections and required fire hydranfs fo serye internal fire sprinkler sysfems. lf you have any questions please do not hesitate to contact me at 360-352-1465 or email at iim@sheacarriewell.com
Respectfully, Shea, Carr & Jewell lnc. ct4r.ler e )*lt"rt--Jim Gibson, P.E. Project Manager
.pdf
08-034~4.PDF
08-0347 SCJ Ltr 021709.pdf
08-0347 Directional Access Site Plan 021709.pdf
3¡â ÉåTI EE9ã6 aËc Ë. ÉutEEdg så IErÉ e6 Ëg ãÉ "E 30' SITE PLAN CONSTRUCTION NOTES: 1"=30' Scole Cl) REMovE EXtsTtNG stDEwALK, AND GUTIER. l¡J z. =FÉ. olù¡J É. o-I I @REMOVE EXISTNG
24' DRIVEWAY ACCTSS. INSTALL NEW RIGHT IN RIGHÏ OUT DRIVEWAY ACCESS. CENTER 0F DRIVEWAY = STA 12+64.50. SEE CITY OF YELM DETAILS 4-9, 4-11 AND 4-13 ON SHEET SD-03. CONSTRUCT RAISID CEMINT
DIRECÏONAL TRAFFIC ISLAND. CONSÏRUCT CEMENT CONCRETE BARRIER CURB. SEE SHEET SD-OJ FOR DETAILS. CONSTRUCT ADA RAMPS AS SHOIIII\ ON THIS PLAN. SEE SEPARATE CONSTRUCTION DETAILS ]HIS PLAN
SET. CONSTRUCT ASPHALT DRTVTNG/PARKTNG LoT SURFACE PER SECÏON ON SHEET SD-04. BLDG D @^oç' uì, @(Ét,, \/o u¡ =z, l¡J =JI¡J @EXHIBIT NOTE: 2t Èl l¿J I o-r ôl trl ÏHIS EXHIBIÏ IS INTENDED
TO BE AN ADDITON TO 'IHE 1ST SUBMITÏAL OF CONSTRUCTION PLANS. II'JI-IEN THE PLANS ARE RESUBMITTED FOR ÏHE SECOND REVIEW THIS DIRECTIONAL .AIHCEC ESS WILL BE FULL INCORPORATED INTO CONSTRUCTON
PLANS. ñffifiELL ãozc tF cEotüYÉr¡w, lt.oc.I Ê!.o{n:i¡ts F:f¡Glg2-lloc SCALE: 1"=30' DIRECTIONAL ACCESS EAGLE PLAZA EXHIBIT No:DA'fE: 1 2-1749 ON SR 410 ffELM) I SHEET No:
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080583~1.PDF
08-0347 Directional Access Site Plan 021709.pdf
08-0347 Sewer Step Tank Sizing 020509.pdf
SEWER STEP TANK SIZING PROJECT: le Plaza Bldq A -Yelm Medical Office Buildi PROJECT NO.: 940.01 DATE: The sizing calculations below have been based on the following information: , The
Washington State DOE Criteria of Sewer Works Design , City of Yelm Developemnt Guidelines , Current Water Use Records from Yelm Medical Office (202 Cullens) The existing 9r0O0 SF Yelm
Medical Office currently uses 678 gallons per a day based on a 6 day work week. Using the existing daily water records and increasing the volume based on usable square footage of the
new proposed building, would give an average daily water consumption. . Total Water Use for 12 months is: . . Average Water Use for a month is: . Daily Water Use based on 24 days a month
is: . Daily Water Use: . Average Daily Water Use for 9,000 SF . Average Daily Water Use increased for 36,000 SF v = (2,0) e V=Liquid Volume Q=Peak Daily Flow Non Resid. Strength = 2.0
26,100 Cubic Feet 2175 Cubic Feet 91 Cubic Feet 678 Gallons 678 Gallons 2712 Gallons 5423 Gallons 2712 Gallons 2 Using the above information the calculations from the DOE manual can
be solved. . Detention Volume from Pg CI-32
. Working Volume from Pg C1-32 . Working Volume is defined as the difference between the peak inflow and pumps ability to keep up with the flow. . O.S. 20 GPM pump's will be installed
in this tank. It has the ability to convey 7,2OO GPH. The pump will be capable of conveying the whole daily flow in 2.25 hours. This pumps flow is substantially higher than the actual.
. The standard City of Yelm float settings should be used (4.5") . Storage Volume from Pg Ct-32 . Additional storage volume is required if a power transfer switch is not installed. .
City of Yelm requires a transfer switch and generator connection to be installed. . Based on this requirement no additional storage volume is required. Tank Sizing Summary Based on Containment
Systems B ft diameter 8,000 Gallon Tank . Required Detention Volume 5423 Gallons . Required Working Volume (4,5') 463 Gallons . Total Tank Depth 90' 64 Inches Used Total Vol Necessary
5886 Gallons Total Tank Volume 8OO0 Gallons Extra Tank Volume 2lL4 Gallons 260/o Additional Unused Tank Volume
cl-30 November 2007 Criteriafor Sewage lltorlæ Design B. STEP/GP Hydraulic Gradeline The maximum hydraulic gradeline of the mainline, service line, and minor friction losses based on
peak flow (C I -I 0._!2) shall be no greater than the installed elevation of a STEP/GP pump plus 85 percent of the total available head of the pump. The designer shall also consult the
manufacturer of the pump equipment to be used to determine if the individual pump criteria allows continued use at that position on the head curve. The designer shall use whichever criteria
are more stringent. The service line will include a minimum of two check valves to prevent surcharge of the vessel from the collection line. C1-10.1.4 Minimum Velocity Minimum velocities
for STEP and/or SDG pipelines are not required. STEP and/or SDG pipelines will be installed with cleanouts (pig ports) at the end of each line and at critical line size changes to necessitate
cleaning. Minimum velocities for GP pipelines shallbe 2 fps. GP pipelines will be installed with cleanouts (pig ports) at the end of each line and at critical line size changes to necessitate
cleaning. C1-10.f.5 Pump Selection STEP/GP Pumps installed on a STEP or GP system shall meet the criteria for the maximum hydraulic gradeline and be able to meet the pumping requirements
of the structure where it is installed. The designer shall review the system as a whole and select a type or characteristic of a pump for the entire system that has suffìcient head to
operate at the maximum hydraulic gradeline (see Cl -10.I .3). The designer may opt to include design zones within the system with different maximum hydraulic gradelines. The pump selected
shall also be able to discharge influent peak flow (volume) without exceeding the working volume within the pump holding vessel (see Cl-10.1.6).Influent peak flow (volume) will be determined
by reviewing the number of fixtures within a structure or by applying a peaking factor to average daily volumes. The designer shall use a minimum of 400 percent of average daily flow
for estimating peak influent volumes. Cl-10.1.6 Tank/Vessel Type and Sizing Any vessel used for construction of a STEP, SDG, or GP system shall conform to general guidelines, as follows:
. Vessels shall be constructed of a material that does not degrade from corrosion caused by the surrounding soil or the wastewater being held in the vessel. Common materials include
reinforced cement concrete, reinforced fiberglass, and polyethylene. . Vessels shall be designed to withstand the external soil loading based upon the type of soil, lateral loading due
to hydrostatic water pressure, and wheel loading. Vessels to be located in a traffic-bearing area shall be designed to withstand HS-20 truck loading with appropriate impact factors.
Sewers November 2007 cl-31 A. All vessel designs will bear the stamp of an engineer licensed in the State of Washington with specific expertise in design of similar vessels certif,ing
that the tanks will meet the loading conditions specified herein. The vessel, appurtenances (risers, lids, cleanouts, inspection ports, inlet and outlet piping, etc.), and the connection
between the vessel and appurtenances shall be watertight. Each vessel and appurtenances once fi,rlly assembled and installed shall be tested for leakage by filling with water or low-pressure
air. The test will be witnessed by the agency operating the system or their duly authorized representatives. No vessel will be accepted if there is any noticeable leakage during the
testing period. Tank Configuration STEP/SDG A vessel (tank) up to 1,500 gallons in size shall be configured in accordance with the intent of the International Association of Plumbing
and MechanicalOfficials (IAPMO) SPS l-87 with the following recommendations: . A baffle wallor compartment wall is recommended but not required for 1,000-and 1,50O-gallon tanks. . The
baffle wall will be constructed with a hole or knockout at the top of the baffle wall for ventilation and multiple holes or knockor¡ts located in the clear zone of the tank (approximately
70 percent of the liquid level of the tank). The holes or knockouts shallbe of sufficient size to prevent plugging from raw sewage. A vessel (tank) over 1,500 gallons in size shall be
configured to allow solids to deposit in the tank. It is recommended that the tanks conform to the following approximate configurations : . An approximate tank size of 3,000 gallons
shall have an equivalent diameter of 6 feet. . An approximate tank size of 6,000 gallons shall have an equivalent diameter of I feet. It is recommended that tank volume over 6,000 gallons
be accomplished with tanks in series to facilitate tank pumping. If tanks are placed in series, a baffle wall will not be required. Tanks shall have a baffle wall installed that represents
two-two-thirds volume in the first chamber and one-third volume in the second chamber. It is recommended that the baffle wall shall be constructed as outlined above. Tanks that are over
2,500 gallons total volume shall have three access ports with a minimum diameter of l8 inches, two in the first chamber and one in the second chamber. All tanks will include an inlet
tee. The bottom of the tee will be extended to l8 inches below the liquid level. A STEP/SDG tank shall contain detention volume, working volume, and storage volume.
ct-32 November 2007 Criteria for Sewage llorks Design + 4 s" B. Detention Volume STE The detention volume or liquid volume of a STEP or SDG tank that serves a single-family home or small
business shall be a minimum of 950 gallons. Detention volume is defined as the volume of liquid below the "OFF" switch (STEP) or the outlet pipe (SDG). Tanks that serve structures with
higher wastewater discharge volumes shall be sized in accordance with the following equation: V = 1.5Q (residential strength waste) A:¿ggonreldential strength wast) \ilhere: V = Liquid
volume Q = Peak day flow for the structure being served The equation provides the minimum liquid volume within the STEP/SDG tank. The tank shall also contain sufficient working volume
and storage volume. Liquid volume shall be approximately 65 to 75 percent of the total tank volume. C. Working Volume STEP/GP The working volume shall be greater than the difference
between the peak influent flow and the discharge of the STEP or grinder pump over a period of time estimated to be the peak duration. Working volume is defined as the volume between
the "ON" and the ((OFF" switch. without 24 hours of storage shall be installed with a power qelsferjw{gh witFan eme@or other device for allowing emergency power connection, or shãlIÏÑã-reserve
volume provided with a separate vessel. Storage volume is defined as the volume between the "OFF" switch and the top of the tank. E. Power Outages 1. Applicability STEP, SDG, and GP
systems installed in areas with a history of prolonged power outages may require additional storage volumes. The designer shall review historical records of the local power purveyor
to determine the advisability of adding more storage. 2. Power Transfer Switch/EG Plug Vessels without 24 hours of storage shall be provided a power transfer switch with an emergency
generator plug. The number of tanks installed with power transfer switches shall be limited to the number of tanks or vessels that can be serviced by the local agency during a power
outage. The agency agency shall also keep power generators with the proper connection to the generator plug on hand and in good working order. \ D. Storase Volume -t-, -' STEP, SDG,
and GP vessels (tanks) shall have a minimum of 24 hours of storase within the tank except as allowed (see-Ç-l=l[L.6E.2).fanks
(8') èF G6-SWT 8,000 Gallon Jo ìo GrTTot{ ?Àtt 226 232 239 246 252 12 3t4 12 7ß ___1_8 1lB_ 18 1t4 18 si8 18 314 19 1lB 19 114 19 3/B 19 1t2 19 5/B ß ltt 1g7¡B 1134 1145 25 25 lta _25ft4
_ 25 3tB 25 112 25 5ß 25 314 25 7lB 7 3tB 7 1t2 14 1t4 14 3t8 20 1tB 20 1t4 20 3lB 20 1t2 20 5tB 26 1t8 26 1t4 26 3tB 26 1t2 26 5t8 26 3t4 26 718 47 51 55 59 63 21 118 21 114 21 3t8
21 1t2 21 5t8 21 3t4 21 7tB 27 2Jl!9 27 1t4 3 1t8 3 114 3112__-3 5/8 15 1/B 15 114 15 3/B 15 112 15 5/8 15 3t4 15 7ß 421_ 429 -ß7 10 1/B 10 1t4 28 1tB 2B 1t4 17 1t8 17 114 23 ãtB 23
3t4 11 1t2 11 5t8 17 1t2 17 s,t8 17 3t4 17 7t8 Containment Solutions, lnc.
(8') G6-SWT 8,000 Gallon DIPSTICK GALLONS DIPSTICK GALLONS DIPSTICK GALLONS DIPSTICK GALLONS DIPSTICK GALLONS 30 1/8 2203 36 1/8 2840 42 118 3501 48 1IB 4170 54 118 4833 30 1t4 2216
36 1t4 2854 42 1t4 351 5 48 114 4184 54 1t4 4847 30 3/8 2229 36 3/8 2867 42 3t8 3529 48 3/8 4198 54 3/B 4861 30 112 2242 36 1t2 2881 42 1t2 3543 48 112 4212 54 1t2 4874 30 5/B 2255 36
5/8 2895 42 s'tg 3557 48 5t8 4226 54 5/8 4888 30 314 2268 36 3t4 2908 42 3t4 3571 48 3t4 4240 54 314 4902 30 7/8 2281 36 7t8 2922 42 7tB 3584 48 7t8 4254 54 7lB 491 5 31 2294 37 2936
43 3598 49 4267 55 4929 31 1tB 2307 37 118 2949 43 1t8 3612 49 118 4281 55 1/B 4942 31 1t4 _2320 _ 2333 37 1t4 -s7 sle ?e93 2977 !3 1t4 43 318 3626 49 1t4 4295 55 1t4 4956 31 3/B 3640
49 3tB 4309 55 3/B 4970 31 1t2 2346 37 1t2 2990 43 1t2 3654 49 1t2 4323 55 1t2 4983 31 5/B 2359 37 ãtB 3004 43 5/8 3668 49 5/B 4337 55 5/8 4997 31 314 2372 37 314 3018 43 3t4 3682 49
3t4 4351 55 314 501 0 31 7t8 2385 37 7tB 3031 43 7tB 3696 49 7lB 4365 55 718 5024 32 2399 38 3045 44 3710 50 4379 56 5037 32 1tB 2412 38 1/B 3059 44 1t8 3724 50 1/B 4393 56 1i8 5051
32 1t4 2425 38 1t4 3072 44 114 3738 50 1t4 4406 56 1t4 5064 32 3tB 2438 38 3/B 3086 44 3tB 3752 50 3/B 4420 56 3/8 5078 32 112 2451 38 1t2 3100 44 1t2 3766 50 1t2 4434 56 1t2 5091 32
'tB 2465 38 5/B 3"114 44 518 3780 50 5/B 4448 56 5/B 5105 32 314 2478 38 314 3127 44 314 3793 50 3t4 4462 56 314 5118 32 7tB 2491 38 7tB 3141 44 7t8 3807 50 718 4476 56 7lB 5132 33 2504
?o 31 55 45 3821 51 4490 57 5145 33 1/B 2518 39 1/8 3169 45 1t8 3835 51 1tB 4503 s7 1tB 51 58 33 1t4 2531 39 114 3182 45 1t4 3849 51 1t4 4517 57 1t4 5172 33 3/B 2544 39 3/B 3196 45 3t8
3863 51 3/8 4531 57 3tB 5185 33 1t2 2558 39 1t2 3210 45 1t2 3877 51 1t2 4545 57 1t2 5199 33 5/8 2571 39 5/B 3224 45 5lB 3891 51 5/B 4559 57 5lB 5212 33 3/4 2584 39 3t4 3238 45 3t4 3905
51 3t4 4572 57 314 5225 33 7t8 2598 39 7tB 3251 45 7tB 3919 51 7tB 4586 57 7t8 5239 34 2611 40 3265 46 3933 52 4600 58 5252 34 1t8 2624 40 1t8 3279 46 1t8 3947 52 1IB 4614 58 1/8 5265
34 114 2638 40 1t4 3293 46 1t4 3961 52 114 4628 58 1t4 5279 34 3tB 2651 40 3/B 3307 46 3/8 3975 52 3t8 4641 58 3/8 5292 34 112 2665 40 1t2 3321 46 1t2 3989 52 112 4655 58 1t2 5305 34
5t8 2678 40 5/8 3334 46 5/8 4003 52 5IB 4669 58 5/8 531 8 34 314 2692 40 314 3348 46 3t4 4017 52 3t4 4683 58 314 5332 34 7tB 2705 40 7tB 3362 46 7t8 4031 52 7lB 4696 58 7tB 5345 35 2719
41 3376 47 4045 53 4710 59 5358 35 1/B 2732 41 1tB 3390 47 118 4059 53 1/B 4724 59 1/B 5371 35 114 2746 41 1t4 3404 47 1t4 4073 53 1t4 4738 59 1t4 5385 35 3/B 2759 41 3lB 3418 47 3t8
4086 53 3/8 4751 59 3/B 5398 35 112 2773 41 1t2 3432 47 1t2 4100 53 1t2 4765 5W É41-35 5/B 2786 41 ítB 3445 47 5t8 4114 53 5/B 4779 z-59 *--:-;5/8 5424 1 35 3t4 2800 41 3t4 3459 47 314
4124 53 3/4 4t92 +F 35 7lB 2813 41 718 3473 47 7t8 4142 53 7lB 4806 59t 5450 36 2827 42 3487 4B 4156 54 4820 60, 5463 DgTeÈ(Tto^/Containment Solutions, lnc. Vor.I,rPr€
r (8') G6-SWT 8,000 Gallon Jo$ll ûl o7Lf JA tUI +L DIPSTICK GALLONS DIPSTICK GALLONS DIPST¡CK GALLONS DIPSTICK GALLONS DIPSTICK GALLONS 60 1/B 5477 66 1/8 6084 72 1t8 6641 78 ltB 7126
84 1t8 7517 60 1t4 5490 66 ',ll4 6097 72 1t4 6651 7B 114 7135 84 1t4 7524 60 3/B 5503 66 3/8 61 09 72 3t8 6662 78 3t8 7144 84 3IB 7530 60 112 5516 66 1t2 6121 72 1t2 6673 7B 1t2 7154
84 112 7537 60 5/8 5529 66 5/8 61 33 72 5tB 6684 78 5t8 7163 84 5/B 7544 60 3t4 5542 66 3t4 6145 72 3t4 6695 7B 314 7172 84 314 7551 60 7tB 5555 66 7/B 6157 72 7tB 6706 78 7tB 7181 84
7t8 7557 61 5568 67 6169 73 6716 79 7190 B5 7564 61 1t8 5581 67 1tB 61 81 73 1tB 6727 79 118 7199 85 1/8 7570 61 1t4 5594 67 114 61 93 73 114 73 3t8 9798 6748 79 1t4 79 3tB 7207 85 114
7577 61 3/B 5607 67 3tB 6205 7216 85 3/B 7583 61 1t2 5620 67 1t2 6217 73 1t2 6759 79 1t2 7225 85 1t2 7589 61 5/8 5632 67 5t8 6229 73 ãtB 6769 79 5lB 7234 B5 5/B 7596 61 3t4 5645 67 3t4
6241 73 3t4 6780 79 3t4 7242 85 3/4 7602 61 7t8 5658 67 7t8 6253 73 7t8 6790 79 7tB 7251 85 7IB 7608 62 5671 6B 6265 74 6801 80 7260 86 7614 62 118 5684 68 1/B 6276 74 1tB 681 1 BO 1/B
7268 86 1/B 7620 62 1t4 5697 68 114 6288 74 114 6822 80 1t4 7277 86 1t4 7626 62 318 5709 68 3/8 6300 74 3t8 6832 BO 3/B 7285 86 3/B 7632 62 1t2 5722 68 1t2 6312 74 1t2 6842 80 1t2 7294
86 1t2 7637 62 5t8 5735 68 5/B 6323 74 5t8 6853 80 5/B 7302 86 5/B 7643 62 3t4 5748 68 3/4 6335 74 3t4 6863 80 3/4 7310 86 3t4 7649 62 7t8 5760 68 7IB 6347 74 7tB 6873 B0 7t8 7319 86
7tB 7654 63 5773 69 6358 75 6BB3 B1 7327 87 7660 63 1/B 5786 69 1/B 6370 75 118 6893 81 1t8 7335 87 1t8 7665 63 1t4 5799 69 1t4 6382 75 1t4 6904 81 1t4 7343 B7 1t4 7671 63 3/B 581 1
69 3/8 6393 75 318 6914 81 3/8 7351 87 3t8 7676 63 112 5824 69 1t2 6405 75 1t2 6924 B1 1t2 7359 87 1t2 7681 63 s/8 5836 69 5/8 6416 75 ãtB 6934 81 5/B 7367 87 5/B 7686 63 3t4 5849 69
3/4 6428 75 3t4 6944 81 3t4 7375 87 3t4 7691 63 7lB 5862 69 7/8 6439 75 7t8 6954 81 7IB 7383 87 7IB 7696 .7-R 70 6451 76 6964 82 7391 88 7701 64 1t8 5BB7 I 70 1tB 6462 76 1tB 6973 82
1IB 7399 BB 1/B 7706 é.^ 1l/l Eg.oú 70 114 6473 76 1t4 6983 82 1t4 7407 88 1t4 7711 64 3t8 5912 70 3t8 6485 76 3tB 6993 82 3t8 7414 88 3/8 7715 64 1t2 5924 70 1t2 6496 76 112 7003 82
1t2 7422 88 1t2 7720 64 5t8 5937 70 5t8 6507 76 ãtB 7013 82 5t8 7430 88 5/B 7724 64 3t4 5949 70 3t4 6519 76 314 7022 82 3t4 7437 88 3/4 7729 64 7tB 5961 70 7tB 6530 76 7tB 7032 82 718
7445 BB 7IB 7733 65 5974 71 6541 77 7041 83 7452 89 7737 65 1/B 59B6 71 1tB 6552 77 1t8 7051 83 1/8 7460 89 1/B 774',1 65 1t4 5999 71 1t4 6563 77 ',l14 7061 83 1t4 7467 89 1t4 7745 65
3/B 601 I 71 3t8 6574 77 3t8 7070 83 3/B 7474 89 3/8 7749 65 1t2 6023 71 1t2 6586 77 1t2 7079 83 112 7481 89 1t2 7753 65 5/8 6035 71 5lB 6597 77 ãtB 7089 83 5/B 7489 89 5/B 7757 65 3t4
6048 71 3t4 6608 77 3t4 7098 83 3t4 7496 89 3/4 7760 65 7tB 6060 71 7tB 661 I 77 718 71 08 83 7t8 7503 89 7t8 7764 66 6072 72 6630 7B 7117 B4 7510 90 7767 Containment Solutions, lnc.
(8') G6-SWT 8,000 Gallon DIPSTICK GALLONS GOilÏAIlIMEIIT s0ruTr0Ns A DENALI COMPANY HOW TO PROPERLY GAUGE YOUR TANK: Underground storage tanks require periodic measurement to determine
current inventory level. Using the proper methods when gauging your tank's contents will insure the most accurate reading and insure that you do not damage your tank. The following procedure
should be followed whenever you use a gauge stick to delermine the amount of product that is in your tank: 90 1/8 7770 90 114 7773 90 3/8 7776 90 1t2 7779 90 5/8 7782 90 3/4 7784 90
7/8 7786 _91_ 91 1/8 .t tü9 7791 91 1t4 7792 r/vev vrPerrv^ rvrrrr q ruvvgt vt rtytvtr ¡tP. tvtgrqrr¡v vryg¡¡v^9 qrg frequent tank gaugings or an accidental dropping of the gauge stick
into the tank will not damage the tank bottom. 2) Slowly lower your gauge stick into the fìll porl unlil it touches the tank bottom. Never free drop the gauge stick. This can result
in inaccurate measuremenls due to product splashing. Free dropping can also resull in gauge stick stick damage and tank damage. 3) Remove your dipstick slowly and read lhe product level
directly from the gauge stick. Water Paste Detection To detect water in the tank bottom. water detection oaste is available from oetroleum eouioment distributors. 91 3/8 7794 91 112
7795 91 5/8 7796 However, some water detection paste cannot detect antifreeze mixtures. lf antifreeze mixtures are used for the cavity monitoring fluid, the following product is capable
of detecting water or antifreeze (brine or up to 50 percent glycol) solution in the tank water bottoms: WATER FI NDER #7686-1 870 DAYCO/NATIONAL DAYTON, OH TEL: 1-800-283-2926 FAX: 1-800-688-4854
Gaution rf es\'ulr¿eu qeilveilEs a[e ftot recommenqeo. tI Ine oeilvery ventcte uses PufilP¡t to filr rfre (af rK, rfrt'tal overllil rv t/,sYe,,r ,,v¡,, ve,,,v pressure will damage the
tank even if the tank vent is unrestricted. Containment Solutions, lnc. 5,l50 Jefferson Chemical Road Conroe, TX77301 Tel: 409-756-7731 Fax: 409-756-7766 Note: Galibration chart is based
based on the fluid level above a 5/l6" deflector plate. Pub. No. CAL 8808-SWT Containment Solutions, lnc.
2 oz-Cc¿ c ce.u S Ø D crrY oF YELM Billing History Report 02/L0/2009 L6:24:50 PAGE 1 01-0532.00 THRU 01-0532.00 0r/0r/2008 THRU 12 /31, /2008 ACCOUNT NO. NAME SERVICE ADDRESS DATE TYPE
USAGE AMOUNT BALANCE 01.-0532.00 ELLEDGE MEDICAL BUILDIN CULLENS ST NVü 202 OT/31./08 BILL 1, 850 1.46.42 L46 . 42 01_0532.00 ELLEDGE MEDICAL BUILDIN CULLENS ST NW 202 O2/29/O8 BILL
1, 850 146.42 L46. 42 OJ.-0532.00 ETLEDGE MEDICAT BUILDIN CULLENS ST NW 202 O3/3I/OB BILL 2, O.0O 156.20 L56.20 0].-0532.00 ELLEDGE MEDICAL BUILDTN CULLENS ST NW 202 04/30/08 BILL 2,350
'J.80 .77 L80 .7'7 01-0532.00 ELLEDGE MEDTCAL BUILDIN CULLENS ST NW 202 05/30/08 BTLI 1, 950 1,52 .94 I52 ,94 01-0532.00 ELLEDGE MEDICAL BUILDIN CULLENS ST NW 202 06/30/08 BTLL 2, LOO
1.64 .37 L64 .31 0]--0532.00 ELLEDGE MEDICAL BUILDIN CULLENS ST NW 202 07/31/08 BILL 1,800 143.16 l_43.16 01.-0532.00 ELLEDGE MEDICAL BUTLDTN CULLENS ST NI{ 202 O8/29/OB BILL 2,OO0 156.20
L56.20 01-0532.00 ELLEDGE MEDICAL BUILDIN CULLENS ST NÌ/{ 202 O9/30/OE BTLL 2,254 t7 6 .63 t'16.63 01-0532.00 ELLEDGE MEDICAL BUTLDTN CULLENS ST NW 202 LO/20/08 BILL 0 5.00 181.63 01-0532.00
ELLEDGE MEDICAL BUILDIN CULLENS ST NW 202 TO/31/08 BILL 2, 650 201 . 83 383. 4 6 01-0532.00 ELLEDGE MEDTCAT BUTLDTN CULLENS ST NW 202 T1/28/08 BILL 2,840 2L2.36 212.36 01-0532.00 ELLBDGE
MEDTCAL BUI1DIN CULLENS ST NW 202 12/3L/OB BILL 2,500 191.30 18-ì.26 TOTALS ].3 26,rOO 2,033.60 JG,toùGF. 0 lâmoprtts: â, /f S cnf naov-rTÌ Bto s /¡.r g ss oP eN Ç Þ A-/s A t¡-:ee< .
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0847F8~1.PDF
08-0347 Sewer Step Tank Sizing 020509.pdf
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