Intended for use by NDEE's pre-qualified Pay for
Performance Contractors.
Potential bidding Contractors should not contact
the State Contractor that performed the Tier 1
& 2 with questions about the site.
Those types of
questions should be addressed to Phil Hargis at
(402) 471-3150 or Email at Phil.Hargis@Nebraska.Gov.
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Date: |
3/6/06 |
Site Name: |
Tomlinson Repair |
UG# |
12149-DWT-1200 |
Address: |
HWY 281 & Custer St. |
County: |
Howard |
Closest Town |
St. Paul |
Legal Description: |
SW 1/4 Sect 3, T14N, R10W |
Contractor Performing Assessment: |
Terracon |
Tier 1 Date: |
6/20/04 |
Tier 2 Date: |
2/1/06 |
Property Owner’s Name: |
Several owners (see pdf. map) |
Property Owner’s Phone Number: |
See pdf. map |
Contamination Types: |
Gasoline |
PFP Bid Number: |
NE-020 |
Posting Date: |
3/17/06 |
Closing Date for requesting clarifications from the NDEE: |
4/5/06 |
Clarifications to relevant qustions will be issued by the NDEE by: |
4/12/06 |
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Bid Submittal Deadline 5/5/06 at 2:00 pm central time. |
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Site Summary:
Tomlinson Repair has been an ongoing site since 1989. Several sources dating back to the 1940's have been identified and a large plume has been defined. Fortunately, all of the stations around this intersection have been closed.
This site is located about 25 miles north of Grand Island between two branches of the Loup River system. The subsurface stratigraphy of the site is mostly sand with groundwater at approximately 8 feet below surface. There are several landowners that will be involved with this cleanup. DEQ has spoken with most of them, and they understand the nature of the problem. This cleanup will be as much of a public relations effort as an engineering effort. For the last thee years DEQ operated a remedial system which has been protecting the funeral home from petroleum fumes that have entered the building in the past. This system is a series of SVE wells on the west side of the Funeral Home. For more detail on this system, please see the FH SVEpdf. located below. |
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Table 1. Final Tier 2 Sampling Results:
| Benzene | Toluene | Ethylbenzene | Xylenes | MTBE | n-Hexane | Naphthalene | TEH Diesel | Total Conc. |
MW-6 | 1.210 | 5.950 | 1.800 | 12 | .100 | .210 | NT | 4.13 | 25.40 |
MW-9 | .534 | .012 | .018 | 1.390 | ND | .014 | .144 | .691 | 2.803 |
MW-12 | 2.35 | .089 | .556 | 3.202 | .010 | .069 | NT | 6.33 | 12.606 |
MW-18R | .363 | .013 | .089 | .029 | .001 | ND | .005 | .400 | .900 |
MW-22 | 5.22 | 10 | 1.860 | 13.800 | .432 | .260 | NT | 19.3 | 50.872 |
MW-23 | .069 | .001 | .006 | ND | .002 | ND | ND | .568 | .646 |
MW-24 | .077 | .016 | ND | .044 | ND | .002 | .007 | ND | .146 |
MW-25 | .240 | 2.310 | .884 | 4.620 | ND | .112 | .289 | 1.680 | 10.135 |
MW-29 | 1.920 | .034 | .429 | 1.230 | .010 | .063 | NT | 2.520 | 6.206 |
MW-30 | .061 | .003 | .003 | .018 | ND | .003 | .085 | ND | .l73 |
MW-32 | .103 | .830 | .238 | 1.260 | ND | .022 | .079 | .551 | 3.083 |
MW-33 | .078 | .132 | .039 | .263 | ND | .015 | .015 | 1.050 | 1.592 |
MW-34 | .753 | .012 | .017 | .916 | ND | .017 | .092 | .836 | 2.643 |
OW-2 | 1.620 | .100 | .407 | 1.170 | .100 | .100 | NT | 2.040 | 5.537 |
Plume Initial Concentration | 14.598 | 19.502 | 6.346 | 39.942 | .655 | .887 | .716 | 40.096 | 122.742 |
Plume SSTL Concentration | 3.551 | 1,310.05 | 218.935 | 482.107 | 13.438 | >SOL | 78.11 | 6,299.252 | 8,405.443 |
Plume Initial Concentration above SSTLs | 11.047 | Not Over | Not Over | Not Over | Not Over | Not Over | Not Over | Not Over | Not Over |
MW-1* | .010 | 1.87 | .991 | 8.07 | .010 | .143 | NT | 2.95 | 14.044 |
MW-2* | .773 | 14.5 | 2.27 | 14 | .010 | .148 | NT | 5.52 | 37.221 |
MW-3* | ND | .003 | .030 | .265 | ND | .003 | .036 | .380 | .717 |
MW-4* | ND | .084 | .138 | .808 | ND | .013 | .149 | 1.370 | 2.562 |
MW-5* | .064 | 4.070 | .796 | 4.290 | .001 | .103 | NT | .905 | 10.229 |
MW-7* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
MW-8* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
MW-10* | .001 | .019 | .038 | .140 | ND | .005 | .037 | .973 | 1.213 |
MW-11* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
OW-1* | .078 | .003 | .010 | .030 | ND | ND | ND | ND | .121 |
MW-14* | .017 | 2.450 | .763 | 5.200 | ND | .052 | .271 | 1.640 | 10.393 |
MW-16* | .017 | ND | .038 | .015 | ND | .003 | ND | .414 | .487 |
MW-17* | 1.64 | 4.150 | 1.180 | 6.500 | .100 | .249 | NT | 3.810 | 17.629 |
MW-19* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
MW-20* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
MW-21* | ND | ND | ND | ND | ND | .002 | .005 | ND | .007 |
MW-26* | ND | .001 | ND | .003 | ND | ND | ND | ND | .004 |
MW-27* | ND | ND | ND | ND | ND | ND | .006 | ND | .006 |
MW-28* | .005 | ND | ND | ND | .001 | ND | ND | ND | .006 |
MW-31* | ND | ND | ND | ND | ND | ND | ND | ND | ND |
MW-35* | ND | .002 | .001 | .005 | ND | ND | ND | ND | .008 |
MW-36* | ND | .048 | .103 | .224 | ND | .004 | .015 | 1.42 | 1.814 |
*These Monitor Wells are at or below detection limits or calculated SSTLs
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Table 2. SSTLs:
| Benzene | Toluene | Ethylbenzene | Xylenes | MTBE | n-Hexane | Naphthalene | TEH-Diesel |
MW-6 | .778 | >SOL | >SOL | >SOL | 2.933 | >SOL | >SOL | 1376 |
MW-9 | .204 | 296 | 44.471 | >SOL | .775 | >SOL | 18.837 | 366 |
MW-12 | .221 | 326 | 48.362 | >SOL | .840 | >SOL | 21.076 | 396 |
MW-18R | .063 | 62.591 | 12.654 | >SOL | .240 | >SOL | 3.143 | 114 |
MW-22 | 1.733 | >SOL | >SOL | >SOL | 6.514 | >SOL | >SOL | 3044 |
MW-23 | .041 | 35.086 | 8.085 | 127 | .159 | >SOL | 1.571 | 76.266 |
MW-24 | .013 | 5.757 | 2.211 | 33.216 | .051 | >SOL | .175 | 24.971 |
MW-25 | .036 | 28.374 | 6.896 | 107 | .138 | >SOL | 1.218 | 66.227 |
MW-29 | .017 | 8.873 | 2.981 | 45.284 | .066 | >SOL | .298 | 32.070 |
MW-30 | .024 | 15.030 | 4.332 | 66.607 | .091 | >SOL | .566 | 44.119 |
MW-32 | .034 | 26.677 | 6.587 | 103 | .133 | >SOL | 1.131 | 63.599 |
MW-33 | .077 | 83.942 | 15.863 | >SOL | .295 | >SOL | 4.409 | 140 |
MW-34 | .192 | 274 | 41.669 | >SOL | .729 | >SOL | 17.256 | 344 |
OW-2 | .118 | 147 | 24.824 | >SOL | .447 | >SOL | 8.430 | 212 |
---------- | ---------- | ---------- | ---------- | ---------- | ---------- | ----------- | ----------- | ---------- |
MW-1* | 1.733 | >SOL | >SOL | >SOL | 6.514 | >SOL | >SOL | 3044 |
MW-2* | 1.322 | >SOL | >SOL | >SOL | 4.977 | >SOL | >SOL | 2330 |
MW-3* | .683 | >SOL | >SOL | >SOL | 2.579 | >SOL | >SOL | 1210 |
MW-4* | 1.705 | >SOL | >SOL | >SOL | 6.413 | >SOL | >SOL | 2998 |
MW-5* | 1.016 | >SOL | >SOL | >SOL | 3.831 | >SOL | >SOL | 1795 |
MW-7* | .361 | >SOL | 80.528 | >SOL | 1.367 | >SOL | >SOL | 643 |
MW-8* | .189 | 269 | 41.008 | >SOL | .718 | >SOL | 16.887 | 339 |
MW-10* | .211 | 307 | 45.972 | >SOL | .800 | >SOL | 19.695 | 378 |
OW-1* | .104 | 125 | 21.883 | >SOL | .398 | >SOL | 7.044 | 189 |
MW-14* | .076 | 81.699 | 15.527 | >SOL | .289 | >SOL | 4.271 | 137 |
MW-16* | .347 | >SOL | 77.253 | >SOL | 1.314 | >SOL | >SOL | 618 |
MW-17* | 1.705 | >SOL | >SOL | >SOL | 6.413 | >SOL | >SOL | 2998 |
MW-19* | .057 | 55.610 | 11.493 | 181 | .219 | >SOL | 2.715 | 105 |
MW-20* | .118 | 147 | 24.824 | >SOL | .447 | >SOL | 8.430 | 212 |
MW-21* | .427 | >SOL | 95.736 | >SOL | 1.615 | >SOL | >SOL | 759 |
MW-26* | .035 | 27.228 | 6.688 | 104 | .134 | >SOL | 1.159 | 64.458 |
MW-27* | .027 | 18.774 | 5.082 | 78.520 | .105 | >SOL | .739 | 50.670 |
MW-28* | .036 | 28.347 | 6.896 | 107 | .138 | >SOL | 1.218 | 66.227 |
MW-31* | .022 | 13.160 | 3.938 | 60.378 | .084 | >SOL | .482 | 40.649 |
MW-35* | .057 | 55.610 | 11.493 | 181 | .219 | >SOL | 2.715 | 105 |
MW-36* | .041 | 35.086 | 8.085 | 127 | .159 | >SOL | 1.571 | 76.266 |
*These Monitor wells are at or below SSTLs
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Pictures:
(See attached file: 40945005 PhotoLog.pdf)
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MAPS: |
Area
(See attached file: FH SVE.pdf)
(See attached file: 4E005R108 Figure 2.pdf)
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Benzene Contour
(See attached file: 4E005R116 Figure 7.pdf)
Property Owners
(See attached file: 4E005R119.pdf) |
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Site Specifications:
1. All types of surface coverings are present at this site including grass, concrete, asphalt and gravel.
2. The funeral home's director is very concerned about the appearance of the area surrounding his business, especially concerning the nicely kept lawn in front of the business and across Custer street on the southwest corner of the intersection.
3. There is a old basement under Ken Sacks building that extends close to GW level. He has it "somewhat" sealed up right now at the entrance; however be very cautious with this issue when sparging near his building as he has reported fumes several times in the past. This is a prime area for the collection of explosive vapors. |
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Site Questions and Answers:
Other Items
1. There are eight large well monitoring reports that will NOT be included if you request a copy of the file. If these reports are needed, you must request them specifically. They are numbered 0007 through 0014 "outsized documents" and stacked together measure about 10 inches in thickness and are dated from 2001 to late 2005.
2. Terracon will continue to operate and maintain the small SVE system protecting the funeral home. However, if the successful bidding contractor proposes "tying in" the current funeral home SVE wells into a larger system, DEQ will review the plan and have the final decision as to if this is feasible.
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