ML19309F143
| ML19309F143 | |
| Person / Time | |
|---|---|
| Site: | River Bend  |
| Issue date: | 04/21/1980 |
| From: | Weigand J GULF STATES UTILITIES CO. |
| To: | |
| Shared Package | |
| ML19309F140 | List: |
| References | |
| NUDOCS 8004280543 | |
| Download: ML19309F143 (23) | |
Text
{{#Wiki_filter:' 1979 GROUND'JATER USAGE A!!D IHDUSTRIAL GRO'4TH SU?.VEY River Send Statien Gulf States Utilities Company I. Groundwater Pu= pace and Industrial Growth Average daily groundwater pu=page in the region, from wells producing from depths greater than h00 feet below the land surface, increased from 150.81 million gallons per day (MGD) in 1978, to 151.30 MGD in 1979, and remains below the pumpage of 160.00 MGD in 1970. (See Attachments 1 and 2.) No new pu= ping centers due to industrial growth or population changes developed during 1979 (See Attachment h.) II. USGS Groundwater Levels in the Region The location of, and water levels in, selected area water wells are given in Attach =ent 3 The plots of the water levels shown in the attachment indicate that water level declines have not been severe since 1970. soonsg 56
Attachment 1 Page 1 of 5 S E CVlN G Capital-Area Groundwater u .. Conservation Commission n.. P. O. Box 64526
. 2"-
Baton Rouge. Louisiana 70896 e 3 5- Telephone t 504 ) 92 074 20 _ SUPPORT GROUND 51ATER CONSERVATION SO THAT GROUND WATER llILL CONTINUE TO SUPPORT YOU--- Reduce Water Waatage in Home4 Vol.5, No.5 March 25, 1980 Pumpage in 1978 and 1979. Following is a tabulation of the average annual ground-water pumpage for each Parish in the District for 1973 and 1979, in million gallons per day. 1978 1979 PARISH IND PS TOTAL IND PS TOTAL East Baton Rouge 93.11 47.13 140.24 90.89 49.99 140.88 East Feliciana 0.03 0.66 0.69 0.03 0.66 0.69 Pointe Coupee 2.80 0.21 3.01 2.81 0.22 3.03 Nest Baton Rouge 0.14 3.86 4.00 0.14 3.88 4.02
;1est Feliciana 1.62 1.25 2.87 1.49 1.19 2.68 TOTAL 97.70 53.11 150.81 95.36 55.94 151.30 The Board of Commissioners are pleased to report that the annual industrial pumpage of ground water is continuing to decrease. Unfortunately the annual decline of about 2.3 mgd since 1978 was offset by an increase of 2.8 mgd pumped for public-supply purposes.
Con 4ervation of water in homea. The increase in public-supply witndrawals is not unique to the District. The Harris-Galveston Coastal S.ubsidence District's recent riewsletter, Subaidence Update, has a continuing series of articles on water conservation in and around the home. l l l t l l l l
Attaclunent 1 Page 2 of 5 Following are suggestions the February 1980 Neusletter recommends. Please read and "save water and money".
- 1. Instatt new shower heads that restrict water flow or instatt restrictors that go into your current shower heads. You can reduce the amount of water used from about five gattons per minute to approximately two-and-a-half gations per minute, and the new, or modified shower head will pay for itself in a short time.
- 2. Instalt f aucet aerators on att household f aucets to cut water consumption.
- 3. Instatt commercially made commode-tank damming devices. If not available then weight two one-quart plastic bottles with stones or fitt them with water.and replace caps, and tower into the tank -
of the commode. This will reduce the amount of water in the tank but still provide enough for flushing. (Gricks which are used by some people for this purpose are not recommended since they will crumble eventually and could damage the working mechanism, necessitating a catt to the plumber. )
- 4. If you are building a new home or remodeling a bathroom, instatt a new 34 gation commode rather than the conventional 5 -to 7 gatton fixture.
Some cities in Texas, such as, San Antonio, have adopted ordinances requiring the installation of low-water-requiring fixtures and faucets in all new construction. Under the new code, adopted in September 1979, flush toilets in new buildings cannot use more than three gallons of water flush; lavatory sink faucets and shower heads cannot permit more than three gallons per minute. (Source: Texas ;" Water Resources , Vol.6, No.1, Februaru 1980.) e e e e e e e e e e e e e 2
Mtachment 1 Page 9 of 5 Statu4 of Water Welta. The follouing'is a listing of knoun active wells, by Parish, in the District. PARISH IND PS DOM IRR East Baton Rouge 133 120 153 24 East Feliciana 8 27 99 9 Pointe Coupee 17 88 61 13 West Baton Rouge 19 42 27 0 West Feliciana 15 22 112 6 TOTAL T 299 T57 57 Abandoned WeLL4. Although most ground-water producers have continued to. plug abandoned water. wells in accordance with the Board of Commissioner's Rules and Regulations, tne Board continues to emphasize the need to plug abandoned wells -- not only to abide by Rules, but primarily to prevent contamination that could endanger your health. Septic Tanka. Because peorly installed and maintained septic tanks are a major source of contamination to the hydrologic environment, tne Board of Commissioners wish to bring to your attention the February 20, 1980 issue of the Louisiana Register, that has a " NOTICE OF INTEMT" to adopt Rules and Regulations for controlling sewage disposal for individual rural homes, including septic tanks. These rules and regulations are to be promulgated and enforced by the Department of Health and Human Resources, Louisiana Office of Hea.'th Service and Environmental Quality. l l l
Attachment l' Page 4 of 5 Ground-Water Heat Pumps. Since the National Water Wells Association first announced plans for advocating and studying the use of ground-water heat pumps, tne Board of Commissioners have, without endorsement or-comment, provided users with information on ground-water heaE : pumps. Because the use of ground-water heat pumps may require the use of an " injection" well, we asked the Office of Health Services and Environmental Quality, for an opinion for guidance. Following are pertinent comments extracted from that Department's letter of February 28, 1930. You may'recatt some. years ago_ advancement of an inovation of temperature control homes through the recirculation of ground waters through a piping grid system in the house stab and return through a recharge well into the aquif er. At that time we expressed objections due primarily to an i;tability to adequately control the instat-Lations for protection of ground waters if such systems came into wide spread us e. We have the same objection regarding the instattation of recharge wells f or heat pump operation. The problem is basicatty one of a lack of adequate plumbing control. Our primary concern is the recharge well and the af f ects on graynd water from dis charges thereto;. , Although this extracted opinion is for your guidance when considering ground-water heat pumps in Louisiana, the responsible Federal and State officials are continuing - to study the problem to prevent pollution. We will keep you posted. If you plan to install cuch a system, we suggest that you or your water-well contractor contact the New Orleans office of Health Services and Environ-mental Quality. If you already have a ground-water heat pump in use, we would appreciate having a report on energy savings, in terms of adjusted costs (for increased fuel costs). l 4
Attachment 1 Page 5 of S
.le nave received one informal unconfirmed report that the annual adjusted savings in one home is 15 percent. This f is below the reported national average annual savings of 40 percent. The difference is probably due to the small difference in air temperature in Louisiana. Regardless, it is imperative that our aquifer systems be protected from contamination. Any final dicussion by the State will emphasize this requirement. You should be guided by this consideration in order to prevent any danger to health and safety.
5 l l l l
Attaclunent 2 Page 1 of 11
..., / ,
......... t .
e... Capital-Area Groundwater c- Conservation Commission E..' i
/ P. O. Box 64526 8 * '* " Baton Rouge, Louisiana 70396
( B.'ea Telephone (504) 924 7420
%* 2 SUPPORT GROUND WATER CONSERVATION SO '1 EAT GPOCND WATER CAN COffrHUE TO SUPPORT YOU ---- -
"00 Not Water Lawns Continuouslij" NEWSLETTER Vol. 5, No. 1 July 5, 1979 Pumpage and Water Levels. Because of the need to keep users informed of the "cause and effect relation" of ground-water pumpage in this district, this edition of the Newsletter discusses water use and water levels. Pumpage graphs, by calendar quarter and by year, for the" period 1975 to the present, are included along with hydrographs, for the period of record, for selected observation wells in the Baton Rouge metro-politan arec.
The graphs are for pumpage from all aquifers being utilized in East
- Baton Rouge Parish, except for that (less than 2 mgd) pumped from a few I
dual-completed wells in the "1,000 " and "1,200-foot" sands, in the
! "1,700 " and "2,000-foot" sands, and in the "2,000 " and "2,400-foot" sands.
So that users may compare present conditions with the past, following j is a tabulation of ground-water pumpage by aquifer in East Baton Rouge Parish for 1952.
, Gallons Gallons Sand Per Day Sand Per Day "400- & 6 0 0-foot" . . . . 3 0,000,0 0 0 "1,70 0-foo t" . . . . . 1,4 0 0,0 0 0
; " 8 0 0- foo t" . . . . . 1,4 7 6,0 0 0 "2,000-foot".... 14,600,000
" 1,0 0 0-foo t" . . . . . 1,718, 0 0 0 "2,400-foot"..... 5,500,000 i "1,200-foot"..... 2,500,000 " 2,8 0 0-foo t" . . . . . 1,0 0 0,0 0 0 "1,500-foot"..... 5,000,000 TOTAL.... 57,694,000 mgd Source: U.S. Geological Water-Supply Paper 1296 The attached hydrographs were prepared using water-level measurements provided by the U.S. Geological Survey, a recently developed plotting I
1 Attacitment 2 Page 2 of'11 Page 2 program, and the Office of Public Works - DOTD's computer facilities. With time, the Commission plans to have hydrographs for most of the obser-
- vation wells in the District.
Although hydrographs for the "800 ", "1,000 ", and "1,700-foot" sands are not included, pumpage graphs for these aquifers are provided. Because of space limitations, the 1979 water-levels for well EB-155 are included on a table on the graph and not plotted. l Industrial Water-U4e Inventory. Following are the results, by use category, of the recently completed inventory of industrial water use for 1 1978 in the District. Pumpage, Percent of Total i mgd Industrial Pumpage Processing 37.754 38.0 Boiler Feed 13.677 13.9 Sanitary & Drinking i Water 2.810 2.8 Process Cooling 37.554 38.1 Comfort Cooling 1.790 1.8 Other 5.509 5.4
, TOTAL 99.094 100.0 I ': The Board of Commissioners thank the industries in the District for completing and returning the " water-use inventory" form.
Rural Water Sy4tema. In cooperation with the Louisiana Rural Water l. a' Association, the Commission has been involved in determining the quantity of water used by each system, by Parish. A preliminary evaluation of the systems in Pointe Coupee, the first parish to be surveyed, shows that 38
, systems supply about 10,000 persons and pump about 1,000,000 gallons per i day (mgd) of ground water. ,
l Reporta. Commission Bulletin No. 3 on the "1,200-foot" sand will be j available for distribution in late July or early August, 1979. l The Commission has been informed that Louisiana Water Resources Bulletin No. 19 titled, " Salt-water encroachment in the '600-foot' and l
):
i
' 1, 500- f oo t ' sands of the Baton Rouge area, Louisiana, 1966-78, including discussion on saltwater in other sands", will also be available in July.
This report was prepared by the U.S. Geological Survey in cooperation with
;! the Office of Public Works, DOTD.
I h ******** E F 1
Auachmeit2 Page 3 of 11
, EAST ilAMN ROUGE PARISH g ,, ,, ,. ,,,, ggg. Foot Sand I . - .
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= i I I! I I I 3 l 6I I i j i i AVEHAGE CAILY PUMPAGE. IN MGD I i i I i i i i I i i i l 61 i i l o e i a i i t i 1 - '
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Attachment 2 Page 5 of 11 EA3T BATQN 00UGE PARISH 800-root Sind Camul. Aru r.,a.no. .i..e r.... n, r. .n .n . I I i _I
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EAST BATON ROUGE PAAISil 1000-Foot Sand On.tal. Arn Groundadle' Cu'*" #'" i 6 i
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- NUMBERS IN Box ON ORAPH IS ANNUAL y I AVERAGE DAILY PUNPACE, IN NGD
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. . Attacitment 2 Page 6 of 11 EAST SATCN MOUGE PJ.MISM 1200. root Etnd cw.uu a, s u c. .... . ~,, .
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I I I l NUMDt;NS IN 80X ON GRAPH IS ANNUAI. __- AVLRAGE DAILY PUMPAGE, IN MGD i 8 i g
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. . AttacItmentt 2 Page 7 of 11 kJ.67 2ATON ROUGE P&AISM 1500*fDQt Sand c w. A,.. c.w.~ c . . c ..
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- h. NUMilERS IN DOX ON GRAPit 15 ANNUA 1.
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ATTACILS:ENT 3
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WELL LOCATIONS
- 8. Direction3)
Coordinates Distance (degrees clockwise Aquiferl) Well2 ) No. West Long. North Lat. (M11es)3) from north) 600 ft EB793 91*10'32" 30*27'19" 22.78 155.80 800 ft EB128 91'10'23" 30*26'48" 23.38 156.06 1000 ft EB805 91*03'50" 30*24'28" 28.88 146.37 1200 ft EB291 91*10'22" 30*30'26" 19.65 151.08 1500 ft EB652 91*08'39" 30*31'54" 19.14 144.16 1500 ft EB807A 91*09'12" 30*26'11" 24.52 154.22 1700 ft EB685 91*10'09" 30*33'50" 16.47 143.85
; 2000 ft EB367 91'11'13" 30*29'30" 20.22 154.64 2400 ft EB806B 91*10'39" 30*27'03" 23.03 156.39 2800 ft EB463 91'07'55" 30*34'13" 17.54 137.14 2800 ft EB517C 91*11'37" 30*31'15" 18.24 153.07 2800 ft EB578B 91*09'31" 30*39'04" 12.65 125.18 Zone 1 EF61 91*01'09" 30*51'44" 19.98 68.71 Zone 1 PC39 91'42'21" 30*49'37" 22.73 282.26 Zone 2 EB849 91*15'08" 30*39'12" 8.58 146.26 Zone 2 EF55 91*11'50" 30*49'49" 8.61 57.81 Zone 2 PC144 91*39'36" 30*50'23" 20.31 286.32 Zone 2 WF40 91'34'15" 30*56'36" 19.13 312.17 Zone 3 EF2 4) 91*08'43" 30*43'02" 11.46 103.80 (
Zone':3 EF73 91'01'02" 30*51'52" 20.15 68.42 Zone 3 PC143 91*39'36" 30*50'23" 20.31 286.32 Zone 3 UF22 91'34'12" 30*56'41" 19.16 312.48 Zone 3 WF222 91*22'38" 30*47'04" 3.28 305.37
- 1) 600 ft, 2000 ft, etc, is Baton Rouge designation. Zone 1, etc., is East Feliciana Parish and West Feliciana Parish designation.
- 2) Prefix letters indicate the parish in which the well is located.
EB is East Baton Rouge Parish, EF is East Feliciana Parish, PC is Pointe Coupee Parish, and WF in West Feliciana Parish.
- 3) With respect to middle of center line between River Bend reactors (91*19'56"N, 30*45'25"W).
- 4) USGS discontinued water level measurements in 1978.
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Attachment 4 3 L BATON ROUGE AREA CHAMBER 0F COMMERCE
- p. o. sox ma i m uuatt srarer i earou mouce.Louisuun ma i nuous oo., m.i oo I I
April 15,1980 Mr. Mark E. Walton Gulf States Utilities Company Route 5 -B, Box 980 St. Francisv111e, LA 70775
Dear Mr. Walton:
The Chamber of Comerce has no knowledge of any grass roots plants in your stated area of interest. Industrial construction capital projects in excess of ten million dollars is projected to be approximately 350 million dollars. This will be confined to your specific area of interest i.e. Highway 190 bridge to St. Francisville. Si erely,
& /- wjo -
Jim Richards, L! rector Economic Development JR:cb l ,}}