HomeMy WebLinkAbout20113113.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
• FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT#/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY //�� ^PLLAANNER ASSIGNED:
Parcel Number� g n 9 -22_- C 0
- 0 -05 62,
(12 digit numbeerr.-found on Tax I.D.information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us))
Legal PT/ E 2 N 0/ , Section 2ZTownship Z North, RangletWest
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Total Acreage: /,Al/ ��� Flood Plain: No , Geological Hazard: ,
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Airport Overlay District: k!C)
FEE OWNER(S) OF THE PROPERTY:
Name: frvndk/n L L C'
Work Phone#3)435-erne `Home Phone# Email Qe W_OCIOht) l% C ielajreaCi.
Address: / c pep/ 6V 61Z 20
Address:
City/State/Zip Code Lot Jo'-' dQ 8-04 .3"/
Name:
Work Phone# Home Phone# Email
Address:
Address:
City/State/Zip Code
Name:
• Work Phone# Home Phone# Email
Address:
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below:Authorization must accompany applications signed by Authorized Agent)
Name: E/.yen A /LI0.d o r
Work Phone#.37/RCi-0)770 Home Phone# 3)90 7 3X,,3 Email ete'72eJefrwl 'cc titre aGSi✓fie
Address:
Address: JSQ) Cn/VS toga
City/State/Zip Code rr_ / lion Co . 22)6e-1
PROPOSED USE: 7
3e Q. /7 rrAethatiVT
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted
with or contained within the application are true and correct to the best of my(our)knowledge. Signatures of all fee
owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee
owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
included indicating that the signatory has to legal authority to sign for the corporation.
11bq &ILO,, kt R -vs(
Signature:Signature: wner or Authorized Agent Date Signature: Owner or Authorized Agent Date
• EXHIBIT
2011-3113 1
2
Lop_ 11-0015
• OFFICE OF THE SECRETARY OF STATE
OF THE STATE OF COLORADO
CERTIFICATE
I, Scott Gessler, as the Secretary of State of the State of Colorado, hereby certify that, according to the
records of this office,
A.C. Trucking LLC
is a Limited Liability Company formed or registered on 02/05/2008 under the law of Colorado, has
complied with all applicable requirements of this office, and is in good standing with this office. This
entity has been assigned entity identification number 20081074757.
This certificate reflects facts established or disclosed by documents delivered to this office on paper
through 04/26/2011 that have been posted, and by documents delivered to this office electronically
through 04/29/2011 @ 12:33:53.
I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, authenticated,
issued, delivered and communicated this official certificate at Denver, Colorado on 04/29/2011 @
12:33:53 pursuant to and in accordance with applicable law. This certificate is assigned Confirmation
Number 7933898.
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- — - Secretary of State of the State of Colorado
************************••**Ss r sssssss***•***End of certificate"*************awry***•*seas****************
Notice:A certificate issued electronically from the Colorado Secretary of State's Web site is fully and immediately valid and effective. However,
as an option,the issuance and validity of a certificate obtained electronically may be established by visiting the Certificate Confirmation Page of
the Secretary of State's Web site, entering the certificate's confirmation number
displayed on the certificate, and following the instructions displayed Confirming the issuance of a certificate is merely optional and is not
necessary to the valid and effective issuance of a certificate. For more information visit our Web site, click Business
Center and select"Frequently Asked Questions."
•
CERT GS D Revised 08/20/2008
Colorado Secretary of State - Summary Page 1 of 1
Co orado
• Secretary of State, Scott Gessler .
^
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For this Record...
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Cert of Good Standing Summary
File a Document
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Notification
Unsubscribe Email ID Number: 20081074757
Notification
Name: A.C.Trucking LLC
Business Home
Business Information Registered Agent: E Alcantar
Business Search Registered Agent Street Address: 1592 Conestoga Trail,Ft Lupton,CO 80621,United States
Registered Agent Mailing Address: Po Box 489,Ft.lupton,CO 80621,United States
FAQs,Glossary and
Information Principal Street Address: 1592 Conestoga Trail,Ft Lupton,CO 80621,United States
Principal Mailing Address: Po Box 489,Ft lupton,CO 80621,United States
Status: Good Standing
Form: Limited Liability Company
Jurisdiction: Colorado
Formation Date: 02/05/2008
Term of Duration: Perpetual
Periodic Report Month: February
You may:
• View History and Documents
• • Obtain Certificate of Good Standing
• File a Document
• Subscribe to E-mail Notification Regarding this Record
• Unsubscribe from E-mail Notification Regarding this Record
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Search I Accessibility I Privacy statement I Terms of use 1/00 Broadway, Denver CO 80290 I 303-894-2200 I sos business@isos state co.us
•
http://www.sos.state.co.us/biz/BusinessEntityDetail.do?org.apache.struts.taglib.html.TOK... 4/29/2011
Colorado Secretary of State
Fried Date and Time: 04/29/2011 12:27 PM
Document must be filed electronically. ID Number: 20081074757
• Paper documents will not be accepted.
Document processing fee $10.00 Document number: 201 11256348
Late fee if entity is in noncompliant status $40.00 Amount Paid: $10.00
Fees& forms/cover sheets
are subject to change.
To access other information or print
copies of filed documents,
visit www.sos.state.co.us and
select Business.
and select Business Center.
ABOVE SPACE FOR OFFICE USE ONLY
Periodic Report
filed pursuant to§7-90-301,et seq.and§7-90-501 of the Colorado Revised Statutes(C.R.S)
ID number: 20081074757
Entity name:
A.C. Trucking LLC
Jurisdiction under the law of which the
entity was formed or registered: Colorado
1.Principal office street address: 1592 Conestoga Trail
(Street name and number)
• Ft Lupton CO 80621
(City) State) (PostaUZip Code)
United States
(Province—if applicable) (Country—if not US)
2. Principal office mailing address: Po Box 489
(if different from above) (Street name and number or Post Office Box information)
Ft lupton CO 80621
(Ci)) (State) (Postal/Zip Code)
United States
(Province—if applicable) (Country—if not US)
3.Registered agent name: (if an individual) Alcantar E
(Last) (First) (Middle) (Suffix)
OR(if a business organization)
4.The person identified above as registered agent has consented to being so appointed.
5. Registered agent street address: 1592 Conestoga Trail
(Street name and number)
Ft Lupton CO 80621
• (City) (State) (Postal/Zip Code)
REPORT Page 1 oft Rev.8/I 1/2010
6.Registered agent mailing address: PO Box 489
• (if different from above) (Street name and number or Post Office Box information)
Ft. lupton CO 80621
(City) rote (Postal/Zip Code)
United States
(Province-if applicable) (Country—if not US)
Notice:
Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or
acknowledgment of each individual causing such delivery,under penalties of perjury,that the document is the
individual's act and deed,or that the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing,taken in conformity
with the requirements of part 3 of article 90 of title 7,C.R.S.,the constituent documents,and the organic
statutes,and that the individual in good faith believes the facts stated in the document are true and the
document complies with the requirements of that Part,the constituent documents,and the organic statutes.
This perjury notice applies to each individual who causes this document to be delivered to the secretary of
state,whether or not such individual is named in the document as one who has caused it to be delivered.
7.Name(s)and address(es)of the
individual(s)causing the document
to be delivered for filing: Alcantar Eliseo
(Last) (First) (Middle) (Suffix)
1592 conestoga trl
• (Street name and number or Post Office Box information)
ft lupton CO 80621
(City) State) (Postal/Zip Code)
United States
(Province-if applicable) (Country-if not US)
(The document need not state the true name and address of more than one individual. However,!f you wish to state the name and address
of any additional individuals causing the document to be delivered for filing,mark this box ❑ and include an attachment stating the
name and address of such individuals.)
Disclaimer:
This fonn,and any related instructions,are not intended to provide legal,business or tax advice,and are
offered as a public service without representation or warranty. While this form is believed to satisfy minimum
legal requirements as of its revision date,compliance with applicable law,as the same may be amended from
time to time,remains the responsibility of the user of this form. Questions should be addressed to the user's
attorney.
•
•
REPORT Page 2 oft Rev.8/11/2010
• SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE
Submitted by AC Trucking LLC
1. The site will be used for an oil field support and service facility for water haulers and
excavating services.
2. This proposal is consistent with The Weld County Code Chapter 22 of the
Comprehensive Plan as Land to the south has a permitted oil and gas support and
service facility (Saucedo) there is a residence to the West and numerous oil and gas
facilities in the general vicinity. All surrounding properties are currently used for either
business and or residential.
Section 22-2-20.G A.Policy 7.2. of the Weld County Code states: "Conversion of
agricultural land to nonurban residential, commercial and industrial uses should be
accommodated when the subject site is in an area that can support such development,
and should attempt to be compatible with the region."
Section 22-2-20 I.A.Goal 9.of the Weld County Code states: "Reduce potential conflicts
between varying land uses in the conversion of traditional agricultural lands to other
land uses."
• The applicant is proposing to park a total of 12 trucks and 12 trailers. The Department of
Planning Services is requiring a Screening Plan be submitted to screen the vehicles and
trailers.
3. The proposal is consistent with the Weld County Chapter 23 as the site will used as
described in
Section 23-3-40.A.2 of the Weld County Code provides for an Oil and Gas Support and
Service Facility including parking and maintenance for a Water Hauling Company,
and excavating services doing business as AC Trucking, LLC as a Use by Special
Review in the A (Agricultural) Zone District.
4. The surrounding property are rural in character and have business and or residential
purposes
5. Details:
a. Number of people who will use the site: Currently 5 drivers and one person for
office and dispatch duties, in the long term up to 12 drivers and up to 12 support
411 personnel.
• b. Number of employees proposed to be employed at the site long term estimat:
12 drivers and 12 support personnel for a total of 24 persons.
c. Hours of operations: 24X7X365
d. Type of structures: There is an existing building permitted as a commercial
structure approximately 1840 SF in size which will be expanded to 5000 SF in
size to be utilized as a large Truck Hanger/Shop.
The Alcantar Residence, to be constructed
Number of structures: two structures plus one additional structure with
unknown dimension which may be construction at a future date.
e. Animals on site: Not Applicable
f. Vehicles will access the site 24X7.
i. (15) Domestic Vehicles: 16ft, 70001bs,
ii. (12) Semi-Trucks: 20ft Long, 18,000lbs
iii. (2) End-dumps:42ft Long, 18,000lbs,
iv. (5) Empty Tankers: 60ft Long, 12,000lbs,
v. (5) Belly-Dumps: 42ft Long, 18,000
g. Fire protection will be provided by the Fort Lupton Fire Department.
• h. Water source on property will be provided by water well. Well permit No. 74761
i. Sewage disposal system on property will be by Commercial ISDS septic FOR THE
BUSINESS AND RESIDENCE
j. Types of items stored Semi-Truck Spare parts: tires, windshields wipers,
lubricates,
6. Proposed landscaping will consist of fencing the property as well as decorative rock,
trees and some sod.
a) Gator Trash Removal: P.O. Box 39 Henderson CO 80640, (303)655-0710, Account
No. 6734
b) All other maintenance of vehicles is done off premise
7. Reclamation procedures: The property can be reclaimed easy and converted to a
Residential property with garage.
8. Storm water drainage will be directed to a water quality feature, refer to Engineering
Report from High Plains Engineering
9. IMMEDIATELY WITH SITE IMPROVEMENTS, INCLUDING CONSTRUCTION OF BUILDINGS
TO MOVE FORWARD WHEN FINANCING ALLOWS.
10. Storage will be handled as indicated. Outside Storage of vehicles and associated
equipment will utilized a six (6)foot opaque fence at the perimeter of the property. .
•
40\ C otA Weld County Public Works Dept.
---4 1111 H Street ACCESS PERMIT
ie :co P.O. Box 758
.. -k• Greeley, CO 80632 APPLICATION FORM
BZ/C *i9Q Phone: (970)304-6496
Fax: (970)304-6497
Applicant Property Owner(If different
than Applicant)
Name A2' 77th"tinny 7/ C Name fJ/S«0 .a/aanklet
Company /5Q,...,7/5Q,...,7Address /5 CcgfS O In .
n Address ! Q// X y19 City hTL tkr7 State (V,Zip X(1)/; _ii
City if pin State Et2Zip Phone '—�/ 4/,35 9770
Business Phone '3) y3 J- 9771) Fax 303- 5007- 3/[J CJ
Fax 3 ) - / 88 G E-mail a('^IIZ (a?Jmdert517JC7/
E-mail a(' frl/C C/i9 f! Z ( C; lcoav`c .1/%I ♦= Existing Access A= Proposed Access
Parcel Location &Sketch
The access is on WCR 2-C I
Nearest Intersection:WCR 2 c' &WCR 7 / wcR zo
Distance from Intersection 6- VC, r �J
Parcel Number00
Section/Township/Range as - vim — (et, N7e5y• Is there an existing access to the property? ONO N 3
Number of Existing Accesses
Road Surface Type &Construction Information
Asphalt Gravel Treated _ Other WCR
Culvert Size&Type
Materials used to construct Access
Construction Start Date Finish Date
Proposed Use
o Temporary(Tracking Pad Required)/$75 ,Single Residential/$75 ❑ Industrial/$150
Small Commercial or Oil & Gas/$75 o Large Commercial/$150 ❑ Subdivision/$150
o Field (Agriculture Only)/Exempt
Is this access associated with a Planning Process? o No 'USR ❑ RE o PUD o Other
Required Attached Documents
- Traffic Control Plan -Certificate of Insurance -Access Pictures (From the Left, Right, & into the access)
By accepting this permit,the undersigned Applicant, under penalty of perjury,verifies that they have received all pages of the permit
application;they have read and understand all of the permit requirements and provisions set forth on all pages;that they have the
authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the
•Applicant is bound by and agrees to comply with all said permit requirements and provisions,all Weld County ordinances,and state laws
regarding facilities construction.
Signature Zlyira a _Printed Name ��CO /�l C--et)?4./— Date D —�✓ "//
Approval or Denial will be issued in minimum of 5 days. Approved by
Revised Date 6/29/10
�� HIGH PLAINS ENGINEERING & DESIGN, LLC
721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE: (303)-857-9280 • FAX:(303)-857-9238
• August 17, 2011
A.C. Trucking, LLC
Mr. Eliseo Alcantar
1592 Conestoga Trail
P.O. Box 489
Fort Lupton, CO 80621
RE: Water Quality Capture Volume (WQCV) design for the USR process at
the site located at 15294 CR 20, Weld County, CO
Job # 10-2273
SITE DESCRIPTION:
This study was prepared for the proposed commercial building and truck
parking at 15294 CR 20, Weld County, Colorado. This site is located along
the south side of CR 20 and 1500 feet to the east of CR 31 .
This tract consists of 5 acres more or less. The existing building site layout is
relatively flat with a slight slope to the northwest corner of the lot. The site
• has an existing shop that will remain on the site. The water quality
depression area will be located in the northwest corner of the lot.
No major drainage ways exist on this property.
PURPOSE OF STUDY:
The drainage study was prepared for this site to store the storm water on
the site in a water quality depression area and was prepared in
accordance with the "Urban Drainage & Flood Contro/ District Drainage
Criteria Manual (V.3), Stormwater Quality Management".
PROJECT DESCRIPTION:
The project site encompasses approximately 5 +/- acres and is presently
occupied by a shop and truck parking areas with no substantial offsite
runoff.
The project will consist of the existing 2160 square foot (sf) shop with a new
5000 sf office/shop building with gravel parking and gravel driveways. A
• future 3000 sf house with up to a 900 sf concrete parking area. There will
also be landscaped areas as shown on the attached site map.
All runoff from the impervious areas shall be directed to the water quality
depression located in the northwest corner of the site (see attached site
• map).
DRAINAGE BASINS:
The proposed development of the area has a single basin area. Surface
runoff from on-site areas of the designated watershed shown on the
attached map are considered to be historic flow. The historic flow will
continue to infiltrate into the surface as it has in the past.
CONCLUSION:
This drainage plan attempts to minimize the impact of the development
of this project on the surrounding properties. There will be a negligible
increase in storm flows from this site, however the drainage plan proposed
herein should effectively contain and control these flows at or below
historic rates.
REFERENCES:
"Urban Drainage & Flood Confro/ District Drainage Criteria Manual (V.3),
Stormwater Quality Management"
•
Sincerely,
ne RED/sII
W*. SCHie..? tlt4"/ 7
iv i
ii
Todd M. Schroeder, PE 48 ,p// 1
, 8//7/// . ;
s /MAI#r'
.,--
This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is
based on the information made available to us at this time. Should additional information become available,we reserve
the right to determine the impact, if any,of the new information on our opinions and conclusions,and to revise our
opinions and conclusions if necessary and warranted by the discovery of additional information.
0
APPENDICES:
Computations for the WQCV Area:
Grass/Landscape Area = 142,540 sf @ 2 % Impervious
Gravel = 64,200 sf @ 40% Impervious
Pavement = 900 sf @ 100% Impervious
Rooftops = 10,160 sf @ 90% Impervious
Total Area = 217,800 sf
Area Imperviousness:
I = [(142,540 sf x 0.02) + (64,200 sf x 0.4) + (900 sf x 1.0) + (10,160 sf x 0.9)1
217,800 sf
I = 17.7%
WQCV= a *(0.91 I3- 1.19 I2 + 0.78 I) with a= 1.0 (40 hour drain time)
WQCV=0.1059
Storage= [WQCV/12] x Area Required Storage =0.044 acre-ft
• = 1922 cubic feet
WQCV Pond Sizing:
Elevation Area Vol. (Cu. Ft.) Cumulative Vol. (Cu. Ft.)
91 2,944
92 10,095 6,163 6,163
* Volume Required = 1,922 cu. ft.
Check: 1,922 cu. ft. < 6,163 cu. ft. o.k.
•
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•
BLADEWORKS, Inc.
18080 C.R. 1 • Berthoud, CO 80513
(970) 532-1161 (Office/Fax)
July 6, 2010
To whom it may concern:
BLADEWORKS, Inc. has applied a Mag Chloride dust control product for A.C. Trucking (Eli
Alcantar) in front of 15104 Weld County Road 20 on the following dates:
7/9/2009 and 6/22/2010
This application has been in conjunction with Saucedo Oilfield Services. Each paying for 500
lineal feet resulting in treating 1000 feet x 24 feet at the rate of.5 gallons per square yard.
You are welcome to any additional documentation in which the customer requests.
Regards,
• Marlin Godfrey
President
•
GATOR RUBBISH REMOVAL INVOICE/STATEMENT: 145022
DATE: 07/15/10
PO BOX 39 4 � ACCOUNT: 6734
SNDERSON, CO 80640 AMOUNT DUE: $42.00
NE: 303-655-0710 FAX: 303-655-8298 OFFICE HOURS:8AM TO SPM DUE DATE: 8/1/2010
Gatorrubbishremoval.com MONDAY THRU FRIDAY
41,1 VY
facebook
Bill To: AC TRUCKING Location: AC TRUCKING
ELISEO ALCANTAR
PO BOX 489 7TH ST& DENVER AVE
BY LA FAMILIA RESTRN'T 815 7TH
FORT LUPTON, CO 80621 FORT LUPTON, CO 80621
PI EASE RE URN TOP PORI ION OF STATEMENT WI I H YOUR PAYMENT FOR PROPER CREDIT 10 YOUR ACCOUNT.
PLEASE REMIT TO:GATOR RUBBISH REMOVAL PO BOX 39 HENDERSON,CO 80640 PHONE: 303-655-0710 DATE:07/15/10
ii DATE REF# DESCRIPTION PO# QTY RATE TOTAL
Previous Balance 42.00
PAYMENTS RECEIVED
07/08/10 2354 PAYMENT, THANK YOU 1.00 -42.00 -42.00
CHARGES THIS INVOICE
07/15/10 2 YD SERVICE EOWK 1.00 42.00 42.00
BILLING FOR AUGUST
Invoice Total: 42.00
OUR ROUTES CHANGE EVERYDAY, PLEASE MAKE SURE YOUR TRASH IS OUT BY 6:00 AM. CONTAINERS
REMOVED FOR NON PAYMENT WILL BE SUBJECT TO A REINSTATEMENT FEE.
FOLLOW US ON FACEBOOK FOR UP TO DATE INFORMATION.SEE OUR NEW
WEBSITE: GATORRUBBISHREMOVAL.COM THANK YOU FOR BUSINESS!
AGE CURRENT 30 DAYS 60 DAYS 90 DAYS LATE FEE Please Pa)
AMOUNT 42.00 0.00 0.00 0.00 0.00 $42.00
•LATE FEE OF 2%(MINIMUM CHARGE$2.00)WILL BE BILLED TO ALL PAST DUE ACCOUNTS.PAYMENT IS DUE THE 1ST OF EACH MONTH
AND MUST BE RECEIVED BY THE 10TH OF EACH MONTH TO AVOID LATE CHARGES. THIS INVOICE MAY NOT REFLECT CURRENT SERVICES
PAST DUE ACCOUNTS WILL BE SUBJECT TO A RESTORE FEE.ALL PRICES ARE SUBJECT TO CHANGE WITHOUT NOTICE AFTER ONE YEAS
OF SERVICE.
Apr 12 11 10:06a AC Trucking LLC 3035023188 p.16
EMPIRE PORTABLE REST ZOOMS Invoice
PO BOX 1194
• pate InvoiceBRIGHTON,CO 80601
BUS 303 901-5511 7/29/2010 3567
FAX 303 659-5512
Bill To Ship To
AC TRUCKING LLC 800 9TH ST
PO BOX 489
FT LUPTON CO 80621
P.O.Number Terms Rep Ship Via F.O.B. Project
Due on receipt 5/5/2010
Quantity Item Code Description Price Each Amount
1 DEL DELIVERY MARGE 30110 30.00
I T0510 05/05/10-06 01/10 PORTABLE RESTROOM 80.00 80.00
SERVICE
1 10510 06/02/10-06 29/10 PORTABLE RESTROOM 80.00 80.00
SERVICE
• PMNT CK#2458 1 HANK YOU -190.00 -190.00
1 10510 06/30/10-0i 27/10 PORTABLE RESTROOM 80.00 80.00
SERVICE
PMNT CK#2353 1 HANK YOU -80.00 -80.00
1 T0510 07/28/10-08 24/10 PORTABLE RESTROOM 80.00 80.00
SERVICE
Thank you for your business. Total $8000
•
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•
�:n HIGH PLAINS ENGINEERING & DESIGN, LLC
721 4th STREET, SUITE D, FORT LUPTON, CO 80621 • PHONE:(303)-857-9280•FAX (303)457-9238
August 17, 2011
A.C. Trucking, LLC
Mr. Eliseo Alcantar
1592 Conestoga Trail
P.O. Box 489
Fort Lupton, CO 80621
RE: Water Quality Capture Volume (WQCV) design for the USR process at
the site located at 15294 CR 20, Weld County, CO
Job # 10-2273
SITE DESCRIPTION:
This study was prepared for the proposed commercial building and truck
parking at 15294 CR 20, Weld County, Colorado. This site is located along
the south side of CR 20 and 1500 feet to the east of CR 31.
This tract consists of 5 acres more or less. The existing building site layout is
relatively flat with a slight slope to the northwest corner of the lot. The site
has an existing shop that will remain on the site. The water quality
depression area will be located in the northwest corner of the lot.
No major drainage ways exist on this property.
PURPOSE OF STUDY:
The drainage study was prepared for this site to store the storm water on
the site in a water quality depression area and was prepared in
accordance with the "Urban Drainage & Flood Control District Drainage
Criteria Manual (V.3), Stormwater Quality Management".
PROJECT DESCRIPTION:
The project site encompasses approximately 5 +/- acres and is presently
occupied by a shop and truck parking areas with no substantial offsite
runoff.
The project will consist of the existing 2160 square foot (sf) shop with a new
5000 sf office/shop building with gravel parking and gravel driveways. A
future 3000 sf house with up to a 900 sf concrete parking area. There will
• also be landscaped areas as shown on the attached site map.
All runoff from the impervious areas shall be directed to the water quality
depression located in the northwest corner of the site (see attached site
map).
DRAINAGE BASINS:
The proposed development of the area has a single basin area. Surface
runoff from on-site areas of the designated watershed shown on the
attached map are considered to be historic flow. The historic flow will
continue to infiltrate into the surface as it has in the past.
CONCLUSION:
This drainage plan attempts to minimize the impact of the development
of this project on the surrounding properties. There will be a negligible
increase in storm flows from this site, however the drainage plan proposed
herein should effectively contain and control these flows at or below
historic rates.
REFERENCES:
"Urban Drainage & Flood Control District Drainage Criteria Manual (V.3),
Stormwater Quality Management" ,
Sincerely,
�QpU .EGie
•
�oS
Todd M. Schroeder, PE 48q
This report was prepared for the exclusive use of our client and is not intended for any other purpose. Our report is
based on the information made available to us at this time. Should additional information become available,we reserve
the right to determine the impact,if any,of the new information on our opinions and conclusions,and to revise our
opinions and conclusions if necessary and warranted by the discovery of additional information.
APPENDICES:
Computations for the WQCV Area:
Grass/Landscape Area = 142,540 sf@ 2 %Impervious
Gravel = 64,200 sf @ 40% Impervious
Pavement = 900 sf @ 100%Impervious
Rooftops = 10,160 sf @ 90% Impervious
Total Area = 217,800 sf
Area Imperviousness:
I = [(142,540 sf x 0.02)+(64,200 sf x 0.4)+(900 sf x 1.0) +(10,160 sf x 0.9)1
217,800 sf
I = 17.7%
WQCV= a *(0.91 I — 1.1912+ 0.78 I) with a= 1.0 (40 hour drain lime)
WQCV=0.1059
Storage= [WQCV/12] x Area Required Storage =0.044 acre-ft
= 1922 cubic feet
WQCV Pond Sizing:
Elevation Area Vol. (Cu. Ft.) Cumulative Vol. (Cu. Ft.)
91 2,944
92 10,095 6,163 6,163
* Volume Required = 1,922 cu. ft.
Check: 1,922 cu. ft. <6,163 cu. ft. o.k.
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Weld County Health Department 6/22/2011
Percolation Test and Soils Data
•
�CT HIGH PLAINS ENGINEERING & DESIGN, LLC
721 4th STREET,SUITE D,FORT LUPTON,CO 80621 • PHONE:(303)-857-9280• FAX:(303)-857-9238
FILE NO. 10-2273
Property Address 15294 WELD COUNTY ROAD 20
Legal uescnption WELD COUNTY, CO
Contact Information
Name A.C.TRUCKING, LLC
Street P.O.BOX 489
City,State,Zip FORT LUPTON, CO 80621
Phone(303)304_4487
Saturation and Swelling Groundwater
Smeared Surfaces Encountered at j GREATER THAN 13 feet
Removed: YES
Sand or Gravel Added:NO Estimated depth to maximum
seasonal water table if not
Date and Time Presoak 6/16/2011 date encountered in profile:
• Water Added: 11:00 time
Amount of Presoak Is area believed to be subject to
Water Added: 15 gallons seasonal fluctuations which could
Date and Time result in a seasonal water table within
Percolation Test 6/17/2011 date 8'of surface?
Started: 9:30 time Slope Determination in Absorption Area
Did Water Remain in Hole After the Overnight Swelling 1.5
Period? to the NORTHWEST direction
Hole 1 NO
Hole 2 NO Bedrock*
Hole 3 NO Encountered @ i GREATER THAN 13jfeet
Hole 4 NO
Hole 5 NO Estimated depth if not encountered in
Hole 6 NO profile:
Percolation Kate Percolation
Measurement Deep (In) Rate(min/in)
Hole 1 36 55.56 Type of Bedrock:I
Hole 2 36 41.67
Hole 3 36 55.56
Hole 4 36 55.56 Is bedrock fractured or weathered?
Hole 5 36 41.67
Hole 6 36 55.56 Is bedrock believed to be permeable
Average 50.93 (perc rate<60 min/in)?
*LIMITING LAYER AT A DEPTH OF 4 FEET.
Weld County Health Department 6/22/2011
Percolation Test and Soils Data
clProfile Hole Information (cont.)
Note: Soils must be classified using unified system ASTM D2487
Profile Hole Log
0
- 1 • SANDY SILT(SM)
2
m - CLAY WITH MEDIUM PLASTICITY(CL)
-3 y
C
o, 4 CLAY WITH LOW PLASTICITY(CL)
o LIMITING LAYER(CH)
-- •
L-5
- -6
7 CLAY WITH HIGH PLASTICITY(CH)
- 6
10
13
Certification
I certify that the above information is correct and complete to the best of my knowledge and
that all tests were performed in the accordance with the provisions of Weld County Health
Department individual sewage disposal regulations by myself or under my supervision.
�p0 REP/
High Plains Engineering
Signature �r & Design LLC
•
a?*,; 721 4th Street, Suite D
N Ft. Lupton, CO 80621
AL 303-857-9280
ASAISA
Date
S
• iir 5ITE VAT'
15294 Weld County Road 2O
Weld County, CO
WELD COUNTY ROAD 20
x x x x x x x x x x x x x x x x x x x
n
x n x
rn
CD
x N x
x x
x
x
x
x
• x x
0 0
0 0 x
X
0 0
X x
x tl
x 1 7' x
x
x
x
x
I EXISTING
x x
BARN/SHOP
II x
x
'3l X X X X X X x X x X X x x X x
LEGEND All locations shown above are based on specific information
o Percolation Test Hole furnished by others or estimates made in the field by High
Plains Engineering & Design personnel. The locations, distances,
di X-Percolation Profile Hole directions, etc. are not the result of a property survey but
are approximations and are not warranted to be exact. It Is
p—Soil Profile Hole the owner/builder's responsibility to define property -
boundaries and ensure all onsite improvements are located
X X-Fence within the platted site and out of inappropriate easements.
All distances are to be verified prior to excavation.
1"-- I I� HIGH PLAINS ENGINEERING & DESIGN, LLC
• 721 4th STREET, SUITED, FORT LUPTON,CO 80621 • PHONE: (303)-857-9280• FAX:(303)-857-9238
August 3, 2011
A.C. Trucking, LLC
P.O. Box 489
Fort Lupton, CO 80621
RE: To provide an onsite wastewater system design for the proposed
commercial site at 15294 WCR 20, Weld County, CO
Job # 10-2273
SEPTIC SYSTEM DESIGN DATA:
The percolation test for the site performed by High Plains Engineering &
Design, LLC (Report No. 10-2273) had an average percolation rate 50.9
minutes per inch (mpi) at a standard depth of 36-inches below grade. A
clay limiting laver was found at a depth of 4.0 feet below grade so the
system will have to be raised above existing grade.
An open hole observation is required by this firm following removal of the
• topsoil and scarify the existing grade but prior to placement of fill material.
The absorption bed components are required per County Code to maintain a
4' separation from the limiting layer.
A truck shop and office is planned for the site. We will plan for up to 12 full
time employees (FTE), 12 drivers that report to the site and leave for the
day, and 12 visitors at the site per day.
ABSORPTION AREA FOR BED
12 FTE @ 20 GPD = 240 GPD
12 Drivers @ 5 GPD = 60 GPD
12 Visitors @ 5 GPD = 60 GPD
TOTAL FLOW (Q) = 360 GPD
FOR WELD COUNTY (bed):
A = Ox1.5x1.3xV T A = 360x1.5x1.3xv' 55 = 1488 Square Feet
3.5 3.5
3 (Rock & Pipe) Design: One RAISED bed is required (24' X 64'), with 4
rows of perforated pipe in a "Rock and Pipe" absorption field. The pipe will
• be encased in 3/4" to 2-1/2" gravel per governing specifications and backfilled
with sandy soil as detailed in the cross section.
The 12-inch layer of aggregate shall consist of clean, washed, graded gravel
or rock to range in size from 3/4 inch to 2-1/2 inches with an average size of
1-1/2 inches. The rock shall extend from 2 inches above the top of the pipe,
level across the bed, to 6 inches below the bottom of the pipe. The top of .
the rock shall be covered with landscape fabric to prevent the gravel from
becoming clogged by earth backfill.
Shredded tires are an approved alternate for the rock in this type of
system. Contact this firm to discuss suppliers and/or specifications.
Alternate 460 STANDARD Q4 INFILTRATORS: 4 ROWS OF 15 EACH IN A
24' x 64' RAISED SEPTIC BED installed per the attached detail.
A 10 MIL. (min) PLASTIC LINER WILL BE REQUIRED AROUND THE
PERIMETER OF THE BED WHERE FINISHED GRADES ARE FILLED ABOVE
EXISTING GRADES (Typical).
COOL SEASON FESCUE GRASS SHOULD BE PLANTED ON THE ENTIRE
ABSORPTION FIELD TO CONTROL EROSION AND AID WITH
EVAPOTRANSPIRATION.
NOTE: The Engineer and Health Department will inspect the site when
perforated pipe or infiltrators, distribution box, rock or shredded tires and
septic tank are in place. A final inspection may be made when the system is
completed.
SEPTIC TANK SPECIFICATIONS: •
360 GPD X (30HRS/24HRS) X 1.5 = 675 GALLONS
4 Install a 1000-gallon septic tank with two (2) compartments or units in
series.
NOTES:
1. Provide a minimum of five (5) feet between the distribution box and
the septic tank or any building.
2. Provide a minimum of five (5) feet of solid pipe between the
distribution box and the laterals.
Installer to provide schedule 80 pipe when trenching below road or
driveway. The absorption "bed" area shall be isolated from all vehicular
travel, parking, grazing and storage areas.
A lift pump will be required for this system since the minimum specifications
of 1/8" per foot of fall between the office, septic tank and the distribution
system cannot be met (refer to lift pump detail).
All construction is to be in accordance with Weld County Colorado
• Department of Public Health and Environment's Individual Sewage Disposal
System Regulations.
Certification:
I hereby certify that the septic system shown on this plan was made by me
or under my direct supervisioi . Id is accurate to the best of my knowledge
or belief. „ \,
Todd M. Schroeder, PE i .a ,�
11..•
tit
N. .•.... •
Attachments: Profile Hole Log
Figure 1: Rock & Pipe and Chamber bed section views
figure 2: Lift pump detail
Figure 3: Septic system site plan
• {Profile Hole Log
0
1 , SANDY SILT(SM)
2
CLAY WnH MEDIUM PLASTICITY(CL)
3
.4 I CLAY Wrm LOW PLASTICITY (CL)
* LIMmNG LAYER(CH) ,
5
6
7 CLAY WITH HIGH PLASTICITY(CH)
8
1
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