HomeMy WebLinkAbout991432.tiff Forrest Leaf,P.E.
13946 CR 56
(��4 ( rose,CO 80733
(99 70)302-6816
LEAF ENGINEERING
February 6, 1999 S9Vikte 1
Ms. Pam Smith
Department of Health
Weld County
1517 16 Avenue Court
Greeley, CO 80631
Re: Domestic Septic Sludge Permit Application for Art's Sanitation
Dear Pam:
Enclose please find an application for the land application of domestic septage on 72 acres in the
S1/2 of the SW 1/4 of Section 14, 02N, 67W. Also enclosed is a check in the amount of$200.00
to cover the application fee.
Sincerely,
LE INE
•
oorest Leaf, P. .
Enclosure
LEAF ENGINEERING
Hydrology ° Hydraulics ° Water Resources ° Water Quality
E:'IeafBeierle\Health Department App.Transmittal Letter.wpd
991432
,�1 a
►'il DEPARTMENT OF HEALTH
T I 1517 16 AVENUE COURT
GREELEY, COLORADO 80631
C. ADMINISTRATION (970) 353-0586
HEALTH PROTECTION (970) 353-0635
COLORADO COMMUNITY HEALTH (970) 353-0639
FAX (970) 356-4966
DOMESTIC SEPTIC SLUDGE PERMIT APPLICATION
ORDINANCE 89-U
Dried Dewatered
n
Liquid Semi-dewatered
Responsible parties
Arthur Beierle,Bradley Beierle,Robert Beierle and Samuel Carlson
Transporter
16373 WCR 28,Platteville,CO 80651
Address Zip
977;-$32-5007
Phone
Applicator Arthur Beierle,Bradley Beierle,Robert Beierle and Samuel Carbon
16373 WCR 28,Platteville,CO 80651
Address Zip
970-352-5007
Phone
Property Owner Arthur Beierle,Robert Beierle and Samuel Carlson
Address 16373 WCR 28,Platteville,CO 80651
Zip
970-352-5007
Phone
Legal description of site PT S1/2,SW1/4 S 14 T 02 N R 67 w
Existing land use of site Dry Land Farm Zoned Agriculture
Hauling Route WCR 23 from the North and/or South down WCR 20 to site. WCR 21 North
and/or South down WCR 20 to site.
Domestic Septic Sludge
Permit Application
Ordinance 89-U
Page 2
Dry Land Agricultural Production
Existing land use of adjacent properties (within 500 ft)
Overlay zones None
Depth to 5.5 feet 50-70 feet
p ground water Depth to bedrock
Existing area wells and Monitoring Well
Method of determining depth to ground water
Method of application Spread by Haul Truck
Disk or chisel into fallow ground within 12 hours of application
Method of incorporation
72.5 19,200
Total acres of site Application rate (gal/per acre)
Yes
Will sludge be stockpiled before application?
Oil Tank Farm NW corner below ditch 6 months
Where? Estimated length of time
Types of crops to be grown on sludge conditioned land:
Crop 1 Wheat Acres in crop 36.25 crop,36.25 fallow, alternate yearly
Crop 2 Acres in crop
C r 7 y rt.
Tran rter's Signature Date
Applicator's Signature Date
Property Owner's Signature Date
_- Date of Application: ti. -4 iSs
SLDGO2SP
a2-5—If
Transporter's ture Date
Si
Applicator' ignature Date
_agt . ., e 9- - 5"- 99
Owners Signature Date
ransporter's Date
's Signature /�
l/� isi-e' ` � «"�..GLI.4e 2 - s- 99'
Applicator's Signature Date
0 al-A E. --Z--di;C 2 - 5"--99
Owners Signature Date
-,Transporter's Signature Date
a — V-97
pp 'cator's Signature Date
_y_ 97
Owners Signature Date
Septage Screening Analysis, Pursuant to 49.2.16.1
Enclosed are sample results from typical domestic septage typically handled. The
following table demonstrates that this septage is suitable for land application
pursuant to 49.2.16
Maximum Sample
Parameter Load Results
(1)Pm) (1)Pm)
Cadmium 1.00 0.00
Copper 10.50 0.47
Lead 5.00 0.01 ✓
Nickel 1.00 0.01 ✓
Zinc 30.00 1.00 ✓
LCtcY6,rlerc ,
,,, JRN-14-99 THU 16 [ 1'4 LULUKNYU-RNRLT IIL.NL'L'+n 410a npy '431O r• CIS
•-\ COLORADO
ANALYTICAL LABOTIATt er TEs7lNC SERVICES
LABORATORY
LABORATORY ANALYSIS REPORT
REPORT TO: BRAD BEIERLE LAB NO: 5167
CC: FOREST LEAF
DATE RCVD- 1/4/99
BILL TO: ARTS SANITATION SERVICES
16373 WCR 28 REPORTED: 1/14/99
PLATTEVILLE,CO 80651
PROJECT: NONE PO NO.: VERBAL
ANALYSIS REQUESTED:
1 SLUDGE SAMPLE FOR C.D.H.APPLICATION ANALYSIS(503 BEGS)
SAMPLE ID: SLUDGE SAMPLE 1/4/9911:20
ANALYSIS REPORT:
METHOD -
SAMPLE RESULT REFERENCE
SOLIDS-TOTAL(%) 1.749 EPA 160.3
SOLIDS-VOLATILE(%OF TS) 65.19 EPA 160.4 ;I1
PH(uNrTS) 7.38 EPA 150.1 iJ
DRY MATTER BASIS; J
NITROGEN-TOTAL(%) 4.964 EPA 351.3
NITROGEN-ORGANIC(%) 4.409 EPA 351.3 E
NITROGEN-AMMONIA(%) 0.549 EPA 350.2 0 S. 8 a LL
NITROGEN-NITRATE(%) 0.0053 EPA 300.0
TOTAL PHOSPHORUS(%) 1.882 AOAC 7.103 I'
TOTAL POTASSIUM(%) 0.190 SW-846 7610 x
TOTAL CADMIUM(MG/KG) 3.20 SW-846 7130 z .D
TOTAL COPPER(MCOICO) 466.0 5W-846 7210 g 3 VI
TOTAL LEAD(MG/KG) 13.4 SW446 7420 M
TOTAL NICKEL(MG/KG) 130 SW446 7520 L R 1
TOTAL ZINC(MG/KG) 996.0 SW-846 7950 L9 3 `a LL
TOTAL ARSENIC(MG/KG) 7.0 SW-846 7060
TOTAL CHROMIUM(MG/KG) 18.0 SW-8M 7190
TOTAL MERCURY(MG/KG) 0.15 SW-846 7471
TOTAL MOLYBDENUM(MG/KG) 34.4 SW-846 7480
TOTAL SELENIUM(MG/KG) 4.5 SW-846 7740
l (/„LIJ:----
ALYSIS SUPERVISED BY AP F R ASE BY
Pe 240 S. Main Sereec •_ _Brighton. Colorado 6G6O1^ • (303J 659.2313
TnnJTnn FA
Hydrologic Data Pertaining to Beierle Land Application
49.3.1.2.1 The location and depth of all wells within one mile, depth to water, water use,
yield and an evaluation of impact of the proposed application on the groundwater.
The location of all domestic, stock and irrigation wells, depth, depth to water and
use is indicated on Plate 1. This information was determined from a site
investigation and well permits obtained from the Department of Natural
Resources, Division Engineers Office. Land application of domestic septage on
the subject will not impact groundwater quality underlying the property, or
underlying adjacent property and water wells if septage application does not
exceed 19,200 gallons per year per acre. Based on site soil conditions, cropping
practices and the content of the domestic septage to be applied, the subject site
could receive 19,200 gallons per year per acre without exceeding crop agronomic
rates for wheat (based on 50 bushels per acre and 50 lb/acre/year nutrient
requirement). The following formula, developed by EPA and contained in the
EPA Process Design Manual Land Application of Sewage Sludge and Domestic
Septage, page 130.
AAR= N
0.0026
where: AAR= Annual application rate in gallons per acre per year
N=Amount of nitrogen in pounds per acre per year needed by the crop
49.3.1.2.2 Location of all lakes, rivers, streams, springs and bogs within one mile of the site.
Plate 1 shows the location of(1) the South Platte river, approximately one mile to
the east of the site, (2) Sand Hill lake, approximately one mile to the southeast of
the site, (3) the Lupton Bottom Ditch, approximately 3/4 mile to the east of the
site, and (4)the Coal Ridge Ditch, which bisects the subject property. Pursuant to
49.2.1.12 the disposal area shall be clearly marked and will be a minimum of 500
feet from a residence and domestic well and 300 feet from any body of surface
water. Plate 1 shows the area on the site that shall receive septage in accordance
with 49.2.1.12.
49.3.1.2.3 The depth to the annual high groundwater table.
A monitoring well was installed in the late fall of 1998 in the center of the subject
site as shown on Plate 1. The depth of the montoring well is 16 feet with a 2 inch
diameter bore. The following table shows the depth to water measured over the
course of the fall of 1998 and the winter of 1999.
-1-
Depth to
Date Water
01)
12/01/98 8.45
12/15/98 8.45
12/29/98 8.51
Average 8.47
L(11N.d. h✓���c�ur9 7
-2-
Operation and Management Plan Pertaining to Beierle and Carlson Land Application
49.3.1.4.1 Methods of domestic septic sludge application and incorporation;
Ml domestic septage will be applied to the subject site using the hauler truck.
Within 12 hours of land application of domestic septage by the hauler truck a disk
or chisel will be used to incorporate the domestic septage into the soil at a depth of
6" to 12".
49.3.1.4.2 Any provisions for storage of domestic septic sludge at the site including type of
storage and spill containment and clean-up procedures;
Domestic septage will be stored at the site for application or haul to another
approved land application site or waste water treatment plant which accepts this
type of septage. On site storage consists of a 6,500 gallon tank trailer located on
the northwest corner of the property adjacent to an oil tank farm below the Coal
Ridge Ditch. The storage site consists of compacted road base material.
Containment berms will be constructed around the site sufficient to contain 120
percent of the on site storage. Spills will be cleaned up by pumping standing
septage into a non leaking mobile tank and applied to the subject property and
incorporated or hauled off site for disposal at an approved facility. The spill area
will be overlaid with a suitable non-contaminated soil incorporated into the spill
area and removed and disposed of in an approved land fill facility.
49.3.1.4.3 Types and use of all crops grown on the site during and for 18 months after
cessation of domestic septic sludge application;
Wheat will be the principal crop grown on this site.
49.3.1.4.4 A schedule of domestic septic sludge application, harvesting, and fallowing of crop
lands;
Domestic septage will be applied to fallow wheat acres on the site when conditions
are suitable. The wheat crop will be planted in the fall or spring in the fallow
ground depending on conditions and will be harvested at maturity, typically in the
first part of July. Pursuant to 49.2.1.12 the disposal area shall be clearly marked
and will be at least 500 feet from a residence and/or domestic well and 300 feet
from any body of surface water. Plate 1 shows the area on the site that shall
receive septage in accordance with 49.2.1.12.
-1-
Other Site Application Requirments Pertaining to Beierle Land Application
49.3.1.5 Irrigation methods and scheduling for the site.
This subject site is not irrigated and will remain cultivated as a dryland farm.
49.3.1.6 The number of gallons of domestic septic sludge to be applied per acre.
Based on soil properties and the agronomic application rate for wheat, no more
then 19,200 gallons/acre/year of domestic septage will be applied to fallow acres
on the site.
49.3.1.7 Results of piezometric tube monitoring, test bores or other groundwater level
monitoring results verifying the annual high groundwater level at the minimum
depth which occurs on the site.
A monitoring well was installed in the fall of 1998 on the site as shown in the
attached Plate 1. This well is located in the area which represents the minimum
depth to water for the subject site. The depth of the monitoring well is 16 feet and
the following depth-to-water measurements were noted:
Depth to
Date Water
(ft)
12/01/98 8.45
12/15/98 8.45
12/29/98 8.51
Average 8.47
49.3.1.8 Results of test bores or other results verifying the minimum depth to bedrock
which occurs on the site.
Plate 2 shows the area bedrock contours as developed by the USGS. The
extrapolation of the bedrock contours under the subject site were verified by
bedrock depths from area wells identified on the enclosed Plate 1.
49.3.1.9 Alternate sludge disposal plans, the name and address of the disposal site, the
name and address of any operator, and a copy of the contract.
1. Transport and disposal of domestic septage to Metro Wastewater
-1-
2. transport and disposal of domestic septage to Fort Collins Wastewater
Treatment Facilities, 700 Wood, Fort Collins, CO 80521.
3. transport, temporary containment and land application to McDonald Farms
permitted by the Weld County Board of Health:
Lk ,i ,tf �(
i. SS920002, S1/2 of the NEl/4 and the S1/2 of the NW1/4 of
� �l' ��'`�l Section 6, Township 2N, Range 65W ��'IN .L' `�� tit)
ii. SS920004, NE1/4 of Section 5, Township 2N, Range 65W "I`c1 --QAttFUt(
iii. SS920005, SE1/4 of Section 5, Township 2N, Range 65W - 3fryi
iv. SS920006, NW1/4 of Section 1, Township 1N, Range 65W 2frh. _441'0
w.3 SS950001, NE1/4 of Section 26, Township 2N, Range 66W 49``7
SS960001, NW1/4 of Section 25, Township 2N, Range 66W. (1 1`1
-2-
I,Arthur Beierle, Bradley Beierle, Robert Beierle and Samuel Carlson state that:
49.3.1.10 All domestic septage hauled to the site, with the intent of land application, shall be
done in a manner which meets the pathogen and vector reduction requirements set
forth by the United States Environmental Protection Agency (USEPA) and the
Weld County Environmental Protection Services. This shall be accomplished
through land application without treatment of the domestic septage and
incorporation into the soil using a disk, chisel or other suitable mechanical means,
within 6 hours after the application.
49.3.1.11 In the event that land application is not possible, due to inclement weather or soil
conditions, the following alternative disposal methods will be used:
1. Transport and disposal of domestic septage to Metro Wastewater
Reclamation District,
2. transport and disposal of domestic septage to Fort Collins Wastewater
Treatment Facilities,
3. transport, temporary containment and land application to McDonald Farms
permitted by the Weld County Board of Health:
i. SS920002, S1/2 of the NE1/4 and the S1/2 of the NW1/4 of
Section 6, Township 2N, Range 65W
ii. 55920004, NE1/4 of Section 5, Township 2N, Range 65W
iii. SS920005, SE1/4 of Section 5, Township 2N, Range 65W
iv. 55920006, NW1/4 of Section 1, Township 1N, Range 65W
v. SS950001, NE1/4 of Section 26, Township 2N, Range 66W
vi. SS960001, NW 1/4 of Section 25, Township 2N, Range 66W.
49.3.1.12 All domesti a kutled to the site with the intent of land application will be
off-loa d and/or applies minimum of 60 feet from Weld County Road 20.
Pursuant to 49.2.1.12 the disposal area shall be clearly marked and will be a
minimum of 500 feet from a residence and domestic well and 300 feet from any
body of surface water. Plate 1 shows the area on the site that shall receive septage
in accordance with 49.2.1.12.
-1-
49.3.1.13 At no time will the application site have an odor reading greater than 7:1
dilution/threshold as measured according to Regulation #2 of the Colorado Air
Quality Control Regulations. This will be ensured through the incorporation of the
domestic septage withi .urs after application.
49.3.1.14 Prevention of spillage will be accomplished via the direct land application using the
haul truck. On site storage is located on the extreme northwest corner of the
subject site adjacent to an oil and gas tank farm below the Coal Ridge Ditch.
Storage consists of a mobile trailer tank storage of 6,500 gallons (Plate 1). The
site has been compacted and overlaid with road base. A small detention berm
around the site will be constructed to contain 120 percent of the maximum septage
volume stored on site. Spills will be recovered via pumping spillage into non-
leaking tanks and transported off site or applied to fallow acres on site.
49.3.1.15 All fugitive dust will be controlled via cropping and minimum tillage techniques.
There will be not blowing debris, odor or other nuisance from the subject site since
all septage will be incorporated into the soil within 12 hours of application in
accordance with 49.2.1.10.
49.3.1.16 The area surrounding the subject site is sparsely populated with residences. All
application of septage will be a minimum of 500 feet from these residences
pursuant to 49.2.1.9. The surrounding land uses are dry land agricultural which is
compatible with the proposed use since land application of domestic septage will
be applied to fallow wheat ground and incorporated within 12 hours.
49.3.1.17 No change in land use will take place on the subject property since the land is, and
will still be, thy land wheat. The subject site is not within the boundary of a
municipal master plan.
49.3.1.18 Current land uses on the property and all adjacent properties is agricultural (zoned
agricultural according to Weld County Department of Planning Services). The
future use of the subject property is non-irrigated agriculture. All crop restrictions,
grazing restrictions and site restrictions, as recommended by the USEPA will
adhered to as follows:
1. Crop Restrictions:
i. Root crops or table crops, when intended for direct human
consumption, shall no be grown on land which has received
domestic septage application within the previous 18 months.
ii. Animal feed, fiber, and those food crops that do not touch the soil
-2-
surface shall not be harvested for 30 days after application of the
domestic septage.
2. Grazing Restrictions:
i. Animals shall not be allowed to graze on the land for 6 weeks after
the application of domestic septage.
2. Site Restrictions:
i. Public access to septic sludge application sites shall be restricted
during the life of the permit and for a period of eighteen (18)
months after the last application. Access shall be restricted by the
remote locations, fencing, or posting of the site to minimize human
contact with domestic septage.
Arthur Beierle, Date Bradley e. le, Date 9
Robert Beierle, Date Samuel Carlson, Date
-3-
Map Requirements Pertaining to Beierle Land Application
49.3.1.19 A map that shows and complies with the following requirements:
49.3.1.19.1 The minimum size of the map shall be 18 inches by 24 inches;
49.3.1.19.2 The scale shall be one inch equals 200 feet or another suitable scale
approved by the Environmental Protection Services;
49.3.1.19.3 Section, township and range;
49.3.1.19.4 North arrow;
49.3.1.19.5 Outline of the perimeter of the property under consideration;
49.3.1.19.6 The location and names of all roads abutting the property under
consideration;
49.3.1.19.7 The location and name of any water features or irrigation ditches within the
perimeter of the property under consideration;
49.3.1.19.9 All existing and proposed structures on the property under consideration;
49.3.1.19.9 The location of all occupied dwellings within one mile radius of the
property under consideration.
See enclosed Plate 1 for sections 49.3.1.19.1 - 49.3.1.19.9
-1-
WELD COUNTY BOARD OF HEALTH
DOMESTIC SEPTIC SLUDGE APPLICATION REVIEW
Permit No. SS-990001 New esi r+ iwf
Permit Applicant: Arthur Beierle, Bradley Beierle and Samuel#.Carlson
Generator: Arthur Beierle, Bradley Beierle and Samuel Carlson
Applicator: Arthur l3eierle, Bradley Beierle and Samuel Carlson
Property Owner: Arthur Beierle, Bradley Beierle and Samuel Carlson
Legal Description of Site: PT S2, SW4 Section 14 Township 2 Range 67
Grade of Sludge: n/a Acres: 72.5
Depth to Groundwater: 8.5 feet Depth to Bedrock: 50-70 feet
Application Rate (Gallons/acre): 19,200
Method of Application: Surface
Method of Incorporation: incorporation by chisel or disc within 12 hours
Soils Analysis Conducted by: Weld Laboratories
Sludge Analysis Conducted by: Colorado Analytical Laboratory Staff
Comments: The site is a dryland wheat field (in stubble) divided by the Coal Ridge Ditch. The
field west of the ditch(approx 30 acres) is approximately 8-10 feet higher in
elevation than the field east of the ditch (approx 42.5 acres). A monitoring well was
established on the lower (east) field in December 1998 that found groundwater at
8.5 feet. Because of the concern that this does not represent the seasonal high
groundwater, the Department is recommending that this field not be applied to until
the seasonal high groundwater can be established thru continued monitoring. The
west field slopes from west to east approximately 1-3 percent. A 300 ft setback to
the ditch is required. (Could require a 300 ft vegetative buffer).
Staff Recommendation: Approval
Specialist: Pam Smith
Reviewed by Board: March 23, 1999
B.O.H. Decision: Approved Denied K Tabled
Ben Slater, Chairman
Weld County Board of Health
C'.\PAM\SEPTIC\99-1 ART
DOMESTIC SEPTIC SLUDGE SUMMARY SHEET
Permit No. SS-990001 Date: March 23, 1999
Permit Applicant: Arthur Beierle, Bradley Beierle and Samuel Carlson
Legal Description of Site: PT S2, SW4 Section 14 Township 2 Range 67
Location: Northeast corner of WCR 20 and WCR 21
# of Acres: 72.5
Staff Recommendations:
Staff recommends for approval.
This recommendation is based, in part, upon a review of the application submitted by the applicant,
other relevant information regarding the request, and responses from referral entities.
Conditions of Approval:
1. If Weld County roads are damaged beyond normal wear and tear by the sludge hauling
equipment of the applicant or the applicants' contractor, the applicant will repair the road
damage to the satisfaction of the Department of Public Works. The Department of Public
Works will be the one to determine when this is warranted.
2. Upon notification by Weld County, the applicant will cease hauling operations, or direct his
contractor to cease hauling operations, until the roads are repaired to the satisfaction of the
Department of Public Works. Hauling operations will not be allowed to resume until the
condition of the road allows heavy hauling without damage being done to the roads.
3. The permit will allow application only on the west portion of the site (west of the Coal Ridge
Ditch
6fUe toit. p L.L
C\PAM\SEPTIC\99-1.SUM
From: LINDA PIPER
To: PSMITH
Date: 3/:L9/99 8 :16am
Subject: South Weld Sceptic Application Meeting
Pam:
Some questions that arose from our meeting last night:
People are very unclear as to whether the sceptic material has been treated -
I thought not.
When will the Health Board meet to make decision after the hearing? And that
meeting is open, I assume?
What is the appeal process? If Health Board supports the application is there
a mechanism for the group to appeal ie Board of Commissioners? After that?
There was also confusion about the permit itself. You told me that he would
have to apply every year. Others said they were told it was a five year
application. Please clarify?
Will any industrial sewage be a part of this?
You mentioned to me that some operations have a holding set up. When that is
the case is there a application process for that? If so, and the applicant
party has already been doing that would that be in violation of anything?
Thanks, Linda P:per
Forrest Leaf,P.E.
I V 13946 CR 56
ta! Hillrose,CO 80733
it_ (970) 302-6816
LEAF ENGINEERING
April 13, 1999
Pam Smith
Weld County Department
of Health and Environment „\'`il 1 h i494
1517 16th Avenue C[.
Greeley, CO 80631
Re: Domestic Sludge Application, SS-990001
Dear Pam:
Please prepare and preserve a copy of the tape from the March 23, 1999 Board of Health hearing
for the above referenced application. Please call me to let me know when the copy has been
prepared, the cost and when I can pick it up.
Sincerely,
L N BRING
Forrest Leaf, P.E.
cc: Art Beierle
LEAF ENGINEERING
Hydrology a Hydraulics a Water Resources " Water Quality
E:\Leafl8mith BOH Tape Request Letter.wpd
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