HomeMy WebLinkAbout20212839.tiffFebruary 15, 2021
RE: Water Commitment
16690 County Road 1
To Whom It May Concern;
This letter is to confirm that 16690 County Road 1 has historically been
situated within the boundaries of the Longs Peak Water District, and Longs Peak
Water District is the current provider of domestic water service to the property.
It has come to our attention that the owners of the property are adding an
additional dwelling unit to the property and need to provide to Weld County a
letter from the District confirming service and that the District does not have issue
with the addition of a second dwelling unit. According to District Bylaws, the
District does not have issue with this type of addition.
The existing tap can easily serve the additional dwelling structure
however, the District will not be responsible for fluctuating flows and pressures
that may arise due to this addition. The District may require more raw water to be
transferred to the District for treatment, or additional fees may be imposed if the
tap's annual water allotment is exceeded on a regular basis. If the property is ever
subdivided, the District will require an additional tap purchase at that time.
Once again, Longs Peak Water District does not have any conflict with the
addition of a second dwelling unit.
Should you have questions or need additional information, please contact me.
Best regards,
4akt-
Gary Allen
General Manager
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
1555 N. 17th Avenue
Greeley, CO 80631
www.weldhealth.org
Health Administration
Vital Records
Tele: 970.304,6410
Fax: 970.304.6412
Public Health & Clinical
Services
Tele: 970.304.6420
Fax: 970.304.6416
Environmental Health
Services
Tele: 970.304.6416
Fax: 970.304.6411
Communication,
Education & Planning
Tele: 970.304.6470
Fax: 970.304.6452
Publie Health
Emergency Preparedness
& Response
Tele: 970.304.6420
Fax: 970304.6469
Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play.
Septic Permit - Final
Application Number:SP-1500029
Owner Name:ANGLUND ERIK A
Site Address: 16990 CR 1
LONGMONT, CO 80504
App Type: Health\ResidentialkNew OWTS\Septic
ERIKANGLUND
PO BOX 553
MEAD, CO 80542
Parcel #: 120707201002-R8940588
Legal Desc: Lot 2 NORTH COUNTRY PUD
Work Description: HOUSE
EHS SEPTIC GENERAL:
Associated Building Permit Number
Associated Disaster Permit
Location Description
Number of Bedrooms
Number of Persons
Parcel Acres
Private Water Supply Permit Reference
Public Water Supply
Repair Reason Type
Waive Fees
EHS SEPTIC ACTUAL (FINAL):
Septic Tank Size, gallons
Absorption Trench, sqft
Chamber Model
Number of Chambers Installed
Design Type
BCR15-00101
No
HOUSE
5
5
18.6
LONGS PEAK
Yes
New
No
1500
720
Quick4 Standard or High Capacity
60
Chambers -Trench
NOTICE
The issuance of this permit does not imply compliance with other state, county, or local regulatory or building requirements, nor shall it act to certify that the
subject system will operate in compliance with applicable state, county and local regulations adopted persuant to Article 10, Title 25, CRS as amended,
except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to 25-10-112(1)(b), C.R.S.
This permit is non -transferable and non-refundable. The Weld County Department of Public Health and Environment reserves the right to impose
additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the
completed system by the Weld County Department of Public Health and Environment.
Finaled
Application Status:
Finaled
Applied Date:
02/02/2015
Issued Date:
02/18/2015
Finaled Date :
09/14/2015
Katie Sall
Environmental Health Specialist
Print Date Time: 9/14/2015
September 14, 2015
Date
8:41 :12AM Septic Permit - Final EHS033
Page 1 of 1
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
1555 N. 17th Avenue
Greeley, CO 80631
www.weldhealth.org
Health Administration
Vital Records
Tele: 970.304.6-410
Fax: 970.304.6412
Public Health & Clinical
Services
Tele: 970.304:6420
Fax: 970.304.6416
Environmental Health
Services
Tele: 970.304.6415
Fax: 97(1304.€411
Communication,
Education & Planning
Tele: 970.304.6470
Fax: 970.304.6452
Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, wort; and play.
Septic Permit New
Application Number: SP -1500029
Owner Name: ANGLUND ERIK A
Site Address: 16990 CR 1
LONGMONT, CO 80504
App Type: Health\Residential\New OWTS\Septic
ERIK ANGLUND
Parcel Number:
Legal Desc:
Work Description:
PO BOX 553
MEAD, CO 80542
120707201002-88940588
Lot 2 NORTH COUNTRY PUD
HOUSE
Publicilealth
1 •. , 0. l e w 3: T.! i 6 • •.
Emergency Preparedness
Response
Tele: 970.304.6420
Fax: 970.304.6459
Application Status:
Final Pending
Applied Date:
0210212015
Intake Person:
MSWAIN
Permit Expiration Date:
EHS SEPTIC GENERAL:
Associated Building Permit Number BCR15-00101
Associated Disaster Permit No
Location Description HOUSE
Number of Bedrooms 5
Number of Persons 5
Parcel Acres 18.6
Private Water Supply Permit Reference Number LONGS PEAK
Public Water Supply Yes
Repair Reason Type New
SEPSESNakiNFORMATION:
From the application information supplied and the on -site soil percolation data the following minimum
installation specifications are required:
Septic Tank Size (GAL):
Bed Absorption Area for Rock & Pipe(Sqft.)
Trench Absorption Area for Rock & Pipe (Sqft.)
Bed Absorption Area for Chambers (Sqft.)
Trench Absorption Area for Chambers (Sqft.)
1500
1200
1000
840
700
Print Date - Time: 2/18/2015 4:04:49PM Report ID: EI-4S00055v001
Page 1 of 2
Number
Chambers
Required
Bed
of
fora
dumber of
Chambers
Required fora
Trench
Maximum
of Chambers
Row
Number
Per
Chamber options:
1)
Standard
Biodiffuser
& Infiltrator H-10
47
39
16
2) Biodiffuser
ARC36 Std.
or High
Capacity
56
47
20
3) ADS ARC36 Std.
56
47
20
4) ADS36
High
Capacity
56
47
20
5) ADS ARC36 Low Profile
56
47
20
6) Quick4
Plus
Standard
or High
Capacity
70
59
25
7) Quick4 Plus Standard
70
59
25
8) Quick4
EQ36
105
88
25
9) Quick4
Plus
Low Profile
70
59
25
CONDITIONS:
Install the septic field in the area of the soils perc tests. All Weld County regulations are applicable.
INSPECTION RESULT:
Description: Site
Comment:
Status: Approved to Issue
NOTICE
This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Department of
Public Health and Environment for reasons set forth in the Weld County Individual Sewage Disposal System Regulations including failure to meet
any term or condition imposed thereon during temporary or final approval. The issuance of this permit does not constitute assumption by the
department or its employees of liability for the failure or inadequacy of the sewage disposal system. This permit is non -transferable and
non-refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to
impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is contingent upon the final
inspection of the completed system by the Weld County Department of Public Health and Environment.
x 7t3cc_tA rv- ;s
2/18/2015
Environmental Health Specialist Date
Print Date - Time: 2/18/2015 4:04:49PM Report ID: EHS00066v001 Page 2 of 2
App Specific Info:
DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT
1555 N. 17th Avenue
Greeley, CO 80631
www.weldhealth.org
Health Administration
Vital Records
Tele: 970.304.6410
Fax: 970,304.6412
Public Health & Clinical
Services
Tele: 970.304.6420
Fax. 970,304 6416
Environmental Health
Services
Tele: 970.304.6415
Fax: 970104.6411
Communication,
Education & Planning
Tele: 970.304.6470
Fax: 970.304,6452
Our vision: Together with the communities we serve, we are working to make Weld County the healthiest place to live, learn, work and play.
Septic Permit Application
Application Number: SP -1500029
App Type: Health\Residential New OWTS\Septic
ERIK ANGLUND
PO BOX 553
MEAD, CO 80542
Owner Name: ANGLUND ERIK A
Parcel #: 120707201002-R8940588
Legal Desc: Lot 2 NORTH COUNTRY PUD
Work Description: HOUSE
Site Address: 16990 OR 1
LONGMONT, CO 80504
Public Health
Emergency Preparedness
& Response
Tele: 970.04.6420
Fax: 970.304.6459
GA
Location Description
Number of Bedrooms
Number of Persons
Parcel Acres
Public Water Supply
HOUSE
5
5
18.6
Yes
TERMS AND CONDITIONS
A permit fee, as set by separate ordinance of the Board of Weld County Commissioners, shall be required of applicants for onsite wastewater treatment systems,
payable at time of application. Permit fees are non-refundable; permit applications are non -transferable. If both a building permit and an OWlS are issued for the
same property and construction is not commenced prior to the expiration date of the building permit, the OWTS permit shall expire at the same time as the building
permit. If an OWTS permit is issued for a property that does not require a building permit, the OWTS permit shall expire one year after its issuance if construction on
the septic system has not commenced. Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is secured from
the Health Officer or his/her designated agent. Expired permits can be renewed by payment of the permit fee only if:
A. There has been no change in the plans and specifications of the proposed system as set out in the original application or such change is reviewed and
approved by a Division Representative.
B. The surrounding land, its use or zoning has not changed so -as -to cause the original application not to be acceptable under these regulations.
NOTICE
The completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Department of
Public Health and Environment (VVCDPHE). The issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules
and regulations adopted under article 10 title 25, CRS as amended. The applicant certfies that the proposed system will not be located within 400 feet of a community
sewage system. The undersigned certifies that all statements made, information and reports submitted herewith are, or will be,represented to be true and correct to
the best of his/her knowledge and are designed to be relied on by the WCDPHE for evaluation for purposes of issuing the permit applied for herein. Applicant further
understands that falsification or misrepresentation may result in the denial of the application or revocation of any permit granted, and in legal action or perjury as
provided by law.
c
3/4/111W5
Owner/Applicant I Date
Print Date Time: 212/2015 12:48:23PM Report ID: EHS00056v004 Page 1 of 1
RE SIDE rTIAL ON -SITE WASTEWATER
TREATMENT SYSTEM (OWTSJ INSTALLATION
PERMIT (New or Repair)
NEW OR REPAIR RESIDENTIAL OWTS PERMIT FEE: $750.00
• All payments are due at the time of application submittal; by cash, check or credit card
• Incomplete applications will not be accepted (Site and soils evaluation, site plan and design document must be
included)
PARCEL NO.: I 2O7C77L0 I(DOZ (12 DIGIT NUMBER)
LEGAL DESCRIPTION: SECTION TOWNSHIP 34 RANGE (A ido ACRES t
SUBDIVISION pit RBI CGia12-1 P(d) LOT Z. BLOCK "' FILING
INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650, OR ON THE COUNTY
WEB S11 E UNDER PROPERTY INFORMATION. Link to property- information:
lntp: \ _ unt u.t'�,�,iDepartw nt Asse ( 1 P ; enn� lntbnnationPortaI!index .httni
SITE ADDRESS i 9't Viji a„ ire4 Lattices, ofictur, o S05-6
DETAILED DIRECTIONS TO SITE (ATTACH MAP) F tNTassecTitetutrrr r u'c v 3 ce ctse
uruckj.. te SatiCni ON (A) OZ. AP km(161 6.4._
e
PROPERTY OWNER: Poi �r����'�:DMAFLING ADDRESS: &A 553 CITY ai �i)
ST CO ZIP !�5qZ
HOME PHONE: TLS 23 i" I 067 WORK PHONE FM) 231 Lt7 FAX
EMAIL ADDRESS: .rfUeT WC G Co
APPLICANT NAME: 02,I %., Stwt
MAILING ADDRESS: PC) 136X 53
CITY nn &'t) ST CO ZIP 86 Sec12.
HOME PHONE: (9 16) 2.3 i - I Co+ WORK PHONE f170 ) 23v I6o7
EMAIL ADDRESS: 4hltr LLC Gt. Co aj
PROPOSED USE:
ttA RESIDENTIAL
NUMBER OF PERSONS:
NUMBER OF BEDROOMS: .
TYPE OF STRUCTURE (Ex. house, mobile home)
O AUXILIARY BUILDING (Residential use only)
TYPE AND NUMBER OF FIXTURES (shower, sinks, toilet):
HiltiASL AleVU
FAX(
4
NUMBER OF PERSONS:
TYPE OF STRUCTURE (Ex. personal shop, pool house)
WATER SOURCE:
O PUBLIC WATER SUPPLY (NAME OF SUPPLY)
O INDIVIDUAL WELL (PERMIT #)
O CISTERN (PERMIT #)
tor4s PGA wR-rtr? 67121cer
*WARNING: Neither Weld County nor any of its affiliates shall be responsible for the use of any infoniiation submitted in relation to this OWTS installation
permit. It is the responsibility of the user to determine under cdrat circumstances the information is being applied. and ensure that the circus stances are suitable to
the application of the information. Neither Weld County nor its employees are liable for the failure or inadequacy of the onsite waste water treatment system.
7
Northwest Corner
of Section 7
found iron rod and
2.U" aluminum cap
masted LS 23500
i
r�4
r
a
CD
it
a
a
i
7.0
it;
In
rn
S 4)1°14'18"
0
N 011141181 W
ANGLUND RESIDENCE
16990 MICR 1
PLOT PLAN
•
Weld County Road 36
1d' additional right of way
dedicated by this plat
.75
Approved Access Location.
(2D -ft clear)
Permit #; AP14-80f75
(54O South of NW corner
of Lot 2)
375'
Septic
Field
Id f
•
I
House
SO'
400'
S 88°02404" W 1198.08"
(County Road decimation - 5k 86, pp 273.)
88"0114111 tm 1158.15'
North Country PTJD
Lot 2
16990 ' RC 1
atldlegif eras
Barn
BCR14-00981
S 8,`48'43" W 1159.75'
T
30'
sectia line
West 1/16 SlJS6
Corner of Section 7
found 4.7 Matron rod
and 2.5" aluminum cap
marked LS 32444
anrplstted
stskNorthern
Colorado
Geotech
October 7, 2014
Eric Anglund
P.O. Box 221
Berthoud, Colorado
Re: Percolation Test and Septic System Design
Weld County Roads I and 36
Northern Colorado Geotech Project No. 189-14
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: (970) 506-9244
Fax: (970) 506-9242
Northern Colorado Geotech has performed a percolation test and septic system design for the above
referenced project near Longmont, Colorado. The design is attached with this letter.
If you have any questions or if we may be of further assistance, please do not hesitate to contact us at
(970) 506-9244.
Sincerely,
NORT COL�`?4
4
Doug Leafg�e
President
Attachments: Site
Logs of : o s
Septic System Design Criteria
Septic System Cross Sections
cc: Addressee (4)
BORING LOCATION PLAN
PROPOSED RESIDENCES AND SEPTIC
WELD COUNTY ROAD I AND 36
BERTHOUD, COLORADO
OWNER: ERIK ANGLUND
WE ARE UNAWARE OF ANY EASEMENTS OR ROWs THAT WOULD
AFFECT THE LOCATION OF THE SEPTIC SYSTEM AT THIS SITE
Other than the distances to setback objects indicated on the design documents, no other
objects requiring setbacks from the proposed OWTS, as indicated in Table 30-7-1 of
Chapter 30 of the Weld County Code, have been located or observed during
our preliminary investigation, reconnaissance or detailed soil investigation
CLIENT
Erick Anglund
LOG OF BORING No. 4
ARCHITECT/ENGINEER
Sheet 'I of 1
SITE
Weld County Roads °1 and 36 PROJECT
Longmont, Colorado
Proposed Residence and Septic System
Approx. Surface Elev.: 93.5 ft.
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SAMPLES
TESTS
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SANDY LEAN CLAY
Light brown, dry, stiff
93.0..
3.0 90.5
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL None W.D.
a- WL None A.B.
When Checked 10 Days A.B.
00
Northern
INIP\Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
STARTED 8/8/14 FINISHED 8/8/14
DRILL CO. Drilling Eng DRILL RIG CME-75
LOGGED BY
„IF APPROVED DML
NCG PROJECT NO. 189-14
LOG OF BORING No. 5
Sheet I of
0
CLIENT
Erick Anglund
ARCHITECT/ENGINEER
SITE Weld
County
Longmont,
Roads 'I
Colorado
and
36
PROJECT
Proposed Residence and Septic
System
Approx. Surface Elev.:
92.5
ft.
4
O
try,
SAMPLES
TESTS
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5.0
.
6"
SANDY
TOPSOIL
LEAN
CLAY
92.0k•.*
87.6
. •
if
A
Light
brown, dry, stiff
OF
BORING
i
5
BOTTOM
WATER LEVEL OBSERVATIONS
Northern
Geotech
STARTED
8/8/14
. FINISHED 8/8/14
WLAlksfkagolorado
None W.D.D
DRILL CO. Drilling
Eng
DRILL RIG CME-75
WL
None
A.B.
LOGGED BY JF
APPROVED
DML
L
2956 29th
Greeley.
Street,
Colorado
Unit 21
80631
o When Checked 10 Days A.B.
Phone: 970-506-9244
Fax: 970-506-9242
NCG PROJECT NO.
189-14
CLIENT
Erick Anglund
LOG OF BORING No. 6
Sheet oft
ARCHITECT/ENGINEER
SITE Weld County Roads and 36
Longmont, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 95.2 ft.
C9
0
2
cc
cc
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SAMPLES
TESTS
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0.5
SANDY LEAN CLAY
Light brown, dry, stiff
94.7
5
15
8.0 87.2
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None W.D.
WL
None A.B.
When Checked 10 Days A.B.
Northern
IANColorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
1
SS J 12
10
STARTED 8/8114
FINISHED $18114
DRILL CO. Driving Eng
DRILL RIG CME-75
LOGGED BY JF
APPROVED
DML
NCG PROJECT NO. 189-14
189-14. GPJ
CLIENT
Erick Anglund
LOG OF BORING No. 7
ARCHITECT/ENGINEER
Sheet 1of#1
SITE Weld County Roads -I and 36
Longmont, Colorado
PROJECT
Proposed Residence and Septic System
PI-IIC LOG
Approx, Surface Elev.: 93.9 ft.
I -
W
C
SAMPLES
TESTS
-65D
W
CO
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to
2
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MOISTURE, %
-
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I.L. Z Q
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0. 6" TOPSOIL
SANDY LEAN CLAY
Light brown, dry, stiff
93.4
3.0 90.9
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None w.D.
WL
None A.B.
When Checked 10 Days A.B.
Northern
d"\Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
STARTED
8/8/14
FINISHED M/14
DRILL Co. Drilling Eng
DRILL RIG CM E-75
LOGGED BY JF
APPROVED
DIAL
NCG PROJECT NO.
189-14
189-14.GPJ
LOG OF BORING No. 8
CLIENT ARCHITECT/ENGINEER
Erick Anglund
Sheet 1 of el
SITE Weld County Roads 1 and 36
Longmont, Colorado Proposed Residence and Septic System
Approx. Surface Elev.: 96.8 ft.
0.5 6" TOPSOIL
SANDY LEAN CLAY
Light brown, dry, stiff
96.3
5..0 91.3
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None W.D.
WL
None A.B.
When Checked 10 Days A.B.
PROJECT
SAMPLES TESTS
DEPTH (FT
Northern
10%.sibColorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
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STARTED 8/8/14
FINISHED 8/8/14
DRILL CO. Drilling Eng
DRILL RIG CM E--75
LOGGED BY JF
APPROVED D M L
NCG PROJECT NO. 189-14
189-14.GP.
LOG OF BORING No. 9
CLIENT
Erick Anglund
SITE Weld County Roads I and 36
Longmont, Colorado
Approx. Surface Elev.: 95.6 ft.
0.5 6" TOPSOIL
SANDY LEAN CLAY
95.1
O
O
J
O
I
a-
Sheet '1 of I
ARCHITECT/ENGINEER
PROJECT
Proposed Residence and Septic System
10! 30 926
Light brown, dry, stiff
Light brown, dry, stiff
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
VIlL
VVL
None V.D.
None A.B.
When Checked 10 Days A.B.
SAMPLES
Nod ern
Colorado 4/040\Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
O
w
w �
CC w
Ct
TESTS
co
a
cc
OfL
STARTED 8/8/14
DRILL CO. Drilling Eng
LOGGED BY
JF
o_
wcc
z w
LD 1_
0
zo
I
FINISHED
8/8/14
DRILL RIG CM E-75
APPROVED DML
NCG PROJECT NO. 189-14
Erick Anglund
Weld County Roads I and 36
Longmont, Colorado
Northern Colorado Geotech Project No. 189-14
SITE CONDITIONS
As we understand it, the project will consist of a new residence serviced by an on -site wastewater
treatment system (OVVTS). The site was observed vacant lot that is currently fallow agricultural
ground. Overall surface drainage is good to the northwest. The site was observed to be bordered on
the north by WCR 36 and on the west by WCR 1. A fallow agricultural field was observed to the east
and an existing residence to the south. The residence to the south is known to be on an OVVTS
although the county website does not show a record of the septic permit. The site is over 400 feet
away from this residence so the existing system is not a concern for this residence. We are unaware
of any existing septic permits for the site, or of the presence of natural or cultural features at the site.
A total of six percolation test borings and one soil profile boring were drilled on August 8, 2014. The
percolation borings were drilled at depths ranging from of 3 to 5 feet and the soil profile boring was
drilled to a depth of 8 feet. The borings were drilled at the locations show on the Site Plan, Figure 1.
Soils in the area of the proposed absorption bed consisted of clayey sand to a depth of 8 feet.
Summary boring logs are attached with this report.
Groundwater conditions were elevated in each boring at the time of subsurface explorations, and ten
day after the drilling. Groundwater, or the physical features present from past high groundwater were
not observed to a depth of 8 feet,
The borings were located in the field by pacing from property lines and/or existing site features.
Relative surface elevations at the boring locations were obtained by measurements with an engineers
level from a temporary bench mark (TBM) shown on the Site Plan. The accuracy of the boring
locations and elevations should only be assumed to the level implied by the methods used to
determine each.
SEPTIC SYSTEM DESIGN CRITERIA
1. Percolation Test Results:
Test Boring No.
3
4
5
6
7
8
Percolation Rate (min/in)
18
20
22
21
20
19
Design Rate, Avg perc rate = 20 min/in. = Soil Type 2 with a LTAR of 0.6
2. Min Bed Area: Q = 5 Bedroom = 600 gallons per day
Area = 600 / 0.6 = 1000 * 1 (Trench) = 1000 sf
Infiltrators = 1000 * 0.7 = 700 / 12 = 59 Standard Quick 4's
Erick Anglund
Weld County Roads 1 and 36
Longmont, Colorado
Northern Colorado Geotech Project No. 189-14
SEPTIC SYSTEM DESIGN SPECIFICATIONS
Septic Tank -- Minimum = 5 Bedroom residence = 1,500 gallon tank. Therefore, the tank will
need to meet the specifications of Weld County Regulations 30-9-20. The lid of the tank must
be sufficient to withstand the load created by the burial depth of soil. We are not aware of water
soluble sulfate concentrations that would significantly affect a concrete septic tank. Risers must
be used to provide access to the tank.
2 Infiltrators — Minimum of 59 Standard Quick 4 infiltrators in a trench system (1 trench by 14 long
and 3 trenches that are 15 long = 59 Quick 4's for a trench system). Trenches must be 3 feet
wide with 6 feet of undisturbed soil between each trench.
3. Distribution Box - Installed level to provide equal distribution of effluent. Riser must be used to
provide access to D -Box.
4. Backfill - 12 inches (minimum) to 36 inches (maximum) of on -site soil. The top 4 inches shall be
organic topsoil.
5. The system should maintain a minimum 1/4 -inch per foot slope from the house to the septic
tank. The slope of the effluent line from the tank to the absorption bed should be a minimum of
1/8 -inch per foot.
GENERAL NOTES
1. All construction shall be in compliance with Weld County Health Dept and State regulations..
2. Any deviation from the plan must be approved by WCHD and/or Northern Colorado Geotech
prior to construction.
3. No groundwater or bedrock was encountered in the soil profile boring located at the proposed
soil absorption bed. We are unaware of any limiting layers within 8 feet of the existing site
grade. Accordingly, the leach field may be constructed to a depth 4 feet below finished grade.
4. All parts of the field shall be located the minimum distances from land features including 100'
from any well, 50' from a pond or ditch, 20' from all dwellings and 10' from all property lines.
5. The system shall be inspected by WCHD and/or Northern Colorado Geotech during critical
phases of construction.
6. Positive drainage shall be provided to minimize surface runoff from entering the system.
7. The top of the field shall be seeded or sodded with low-water demand vegetation to control
erosion and aid evapo-transpiration, Large trees or shrubs should not be planted within 6 feet of
the field.
8. The completed leach field should not be paved or driven over at any time.
9. A licensed septic system installer should be chosen by the client. A list of licensed installers is
available from WCHD. The installer should use best construction practices during all phases of
the septic system construction.
10. Proper maintenance of the septic system will help lengthen effective life of the system.
Information regarding septic system maintenance can be found through various on-line guides
including the EPA manual "A Homeowner's Guide to Septic Systems".
http./lwww.epa.govlowmfsepticipubslhomeowner_guideJong. pdf
Erick Anglund
Weld County Roads 1 and 36
Longmont, Colorado
Northern Colorado Geotech Project No. 189-14
INSTALLATION INSTRUCTIONS
1. Excavation should be performed in such a way as to limit/eliminate traffic over the area of the
absorption bed.
2. All wastewater lines shall be constructed of compatible pipe, primer, bonding agent and fittings.
3. Use Schedule 35 pipe except where piping is placed under driveways or roadways — in these
locations use Schedule 40 pipe.
4. All system piping shall be bedded with select, granular material. Material may be on -site or
imported material.
5. Compact soils around tank and distribution box to ensure piping will remain level and settlement
will not create bellies within the piping.
SEED OR SOD TOP OF BED SOON
AFTER CONSTRUCTION TO CONTROL
EROSION AND AID EVAPO-TRANSPIRATION
2
z
SEPTIC TANK
SPEC. 1
BOTTOM OF TANK MAY BE PLACED AT A DEPTH UP TO
8'0" BELOW EXISTING SITE GRADE
D -BOX
SPEC. 3
EXISTING GRADE
SLOPE FOR POSITIVE DRAINAGE
D -BOX ELEV. MAY BE FIELD ADJUSTED
AS NECESSARY FOR POSITIVE FLOW
QUICK 4 INFILTRATORS
SEPTIC SYSTEM CROSS -SECTIONS
-0--- 6' OF UNDISTURBED SOIL
EXAMPLE FOR 2 OF 4 TRENCHES
QUICK 4 INFILTRATORS
SANDY LEAN CLAY
WE DID NOT ENCOUNTER LIMITING ZONES WITHIN
8'0" OF THE EXISTING SITE GRADE
c,
012 4-
N
N
-
CN
SEPTIC SYSTEM DESIGN
PROPOSED SEPTIC SYSTEM
WELD COUNTY ROAD 1 AND 36
BERTHOUD, COLORADO
FOR ERIK ANGLUN:D
Northern
400§NColorado
Geot+ecFr
2956 29th Street Unit 21
Greeley, Colorado 80631
Phone: (970) 506-9244
Fax: X9242
NOS No.
189-14
Seale
1"=3'
Date
10-7-14
Prniact
DML
Figurate.
February 15, 2021
RE: Water Commitment
16898 County Road 1
To Whom It May Concern;
This letter is to confirm that 16898 County Road 1 has historically been
situated within the boundaries of the Longs Peak Water District, and Longs Peak
Water District is the current provider of domestic water service to the property.
It has come to our attention that the owners of the property are adding an
additional dwelling unit to the property and need to provide to Weld County a
letter from the District confirming service and that the District does not have issue
with the addition of a second dwelling unit. According to District Bylaws, the
District does not have issue with this type of addition.
The existing tap can easily serve the additional dwelling structure
however, the District will not be responsible for fluctuating flows and pressures
that may arise due to this addition. The District may require more raw water to be
transferred to the District for treatment, or additional fees may be imposed if the
tap's annual water allotment is exceeded on a regular basis. If the property is ever
subdivided, the District will require an additional tap purchase at that time.
Once again, Longs Peak Water District does not have any conflict with the
addition of a second dwelling unit.
Should you have questions or need additional information, please contact me.
Best regards,
Gary Allen
General Manager
Weld County Environmental Health Services Department
1555 N. 17th Avenue
Greeley, CO 80631
Phone: (970) 304-6415
Fax: (970) 304-6411
Web: weld health . o rg
Septic Permit - Final
Application Number: SP -1300126
Owner Name: FRITS JOHN & NANCY
Site Address: 16898 CR 1
LONGMONT, CO 80504
App Type: Health\Residential\New\Septic
l\New\Septic
JOHN FRITS
Parcel #:
Legal Desc:
App Specific Info:
16824 CR 1
LONGMONT, CO 80504
120707200009-R6780510
PT W2NW4 7 3 68 LOT B REC EXEMPT RECX11-0002 EXC UPRR
RES
Finale('
Application Status:
Ready to Final
Applied Date:
06/03/2013
Issued Date:
06/07/2013
Finaled Date :
I _
Location Description
Associated Building Permit
Associated Building Permit Number
Application Date
Septic Permit Expiration Date
Waive Fees
Number of Persons
Number of Bedrooms
Basement Plumbing
Full Bathrooms
3/4 Bathrooms
1/2 Bathrooms
Public Water Supply
Other Water Supply Utility
Parcel Acres
16824 CR 1
LONGMONT CO
Yes
BCR13-00560
13-00560
06/03/2013
06/03/2014
No
2
4
Yes
2
1
0
Yes
LONGS PEAK
39.4
Actual Installation:
Septic Tank: /CDT) gallons Absorption Trench: sq ft
Absorption Bed : 4100 sq ft
Design Type: / Chamber Model
Chambers
NOTICE
The issuance of this permit does not imply compliance with other state, county, or local regulatory or building requirements, nor shall it act to certify that
the subject system will operate in compliance with applicable state, county and local regulations adopted persuant to Article 10, Title 25, DRS as
amended, except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to CRS 1973
25-10-111 (2).
This permit is non -transferable and non-refundable. The Weld County Department of Public Health and Environment reserves the right to rnpose
additional terms and conditions required to meet our regulations on a continuing basis, Final permit approval was contingent upon the final inspection of
the completed system by the Weld County Department of Public Health and Environment_
-irk)
Environmental Ial*b Specialist Date
3
Report ID: EHS00033v006
Print Date Time: 11 /26/201333:44:23AM
Page 1 of 2
I
Application Number: SP -1300126
Owner Name: FRITS ITS JOHN & NANCY
Site Address: 16898 CR 1
LONGMONT, CO 80504
I
i
I
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Report ID: E H 0003 3v0O6
Print Date Time: 11 /26/20133:44:23AM
Page 2 of 2
Application Number:
Owner Name:
Site Address:
Weld Coun Environmental Health Services Department
1555 N. 17th Avenue
Greeley, CO 80631
Phone: (970) 304-6415
Fax: (970) 304-8411
Web: weldhealth.org
Septic Permit New
SP -1300126
FRITS JOHN & NANCY
16824 CR 1
LONGMONT, CO 80504
App Type: Health\Residential\NewkSeptic
JOHN FRITS
16824 CR 1
LONGMONT, CO 80504
Parcel Number: 120707200009-R6780510
Legal Dese; PT W2 N W4 7 3 68 LOT B REC EXEMPT RECX11-0002 11 0002 EXC
[UPRR RES
App Specific Info:
Application Status:
n Review
Applied Date:
06/03/2013
Intake Person:
SCERRILLO
Permit Expiration Date:
06/03/2014
Location Description
Application Date
Septic Permit Expiration Date
Waive Fees
Number of Persons
Number of Bedrooms
Basement Plumbing
Full Bathrooms
314 Bathrooms
1/2 Bathrooms
Public Water Supply
Other Water Supply Utility
Parcel Acres
16824 CR 1
LONGMONT CO
06/03/2013
06/03/2014
No
2
4
Yes
2
1
0
Yes
LONGS PEAK
39.4
Report ID: EHS00027v007
Print Date - Time: 6/3/2013 4:21:12PM
12PM
Page 1 of 2
Application Number:
Owner Name:
Site Address:
Percolation Rate 0
% Ground Slope 71O
SP -1300126
FRITS JOHN & NANCY
16824 CR 1
LONGMONT, Co 80504
Engineering Design Required (Y,
Limiting Zone>go
ft
Direction
11/4)O
N�
in Description
Soil Suitable/N)
In 100 Year Flood Plain (Y O
From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required.
Septic Tank
Chambers:
Q5D gallons
Absorption Trench
Standard Biodiffuser
Infiltrator Quick4 Standard or Hi Capacity
Bio Diffuser Arc 36 Standard or Hi Capacity
Infiltrator Quick4 [036
Infiltrator Quick4 Plus Standard Low Profile
/yo
sq ft or Absorption Bed
Trench
Trench
Trench
Trench
Trench
/ 7hc3
V(0
All Weld County ISDS regulations apply. In addition, this permit is subject to the following additional terms and
conditions:
in wiLLiox carzAie02--cA-61-gil'im
sg ft
Bed Co °
Bed /C
Bed 7
Bed
Bed 9a
ript ee)j- Kz,21-->trxetAael z
NOTICE
This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Department of
Public Health and Environment for reasons set forth in the Weld County IndividualSewage Disposal System Regulations including failure to meet
any term or condition imposed thereon during temporary or final approval. The issuance of this permit does not constitute assumption by the
department or its employees of liability for the failrue or inadequacy of the sewage disposal system_ This permit is non -transferable and
non-refundable. Before issuing final approval of this permit the Weld County Department of Public Health and Evnironrnent reserves the right to
impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is contingent upon the final
inspection of the completed system by the Weld County Department of Public Health and Environment.
X
Environmental F th Specialist
Report ID: F H S00027v007
Print Date - Time: 6/3/2013 4: 21:12 PM
9---/ 3
Date
Page 2 of 2
Weld Coun Environmental Health Services Department
1555 N. 17th Avenue
Greeley, CO 80631
Phone: (970) 304-6415
Fax: (970) 304-6411
Web: www.co.weldhealth.org
Septic Permit Application
Application Number: SP -1300126
App Type: Health\Residential\New\Septic
identia I\N e\Septic
JOHN FRITS
16824 CR 1
LONGMONT, CO 80504
Owner Name: FRITS JOHN & NANCY
Parcel #: 120707200009-R6780510
Legal Desc; PT W2NW4 7 8 58 LOT B REC EXEMPT RECX11-0002 EXC UPRR RES
Site Address: 16824 CR 1
LONGMONT, CO 80504
App Specific Info:
112 Bathrooms 0
3/4 Bathrooms 1
Basement Plumbing Yes
Full Bathrooms 2
Location Description 16824 CR 1
LONGMONT CO
Number of Bedrooms 4
Number of Persons 2
Parcel Acres 39.4
Public Water Supply Yes
TERMS AND CONDITIONS
A permit fee, as set by separate ordiance of the Board of Weld County commissioners, shall be required of applicants for new individual
sewage disposal systems (ISDS), payable at time of application. Permit fees are nor -refundable; permit applications are
non -transferable. If both a but ding permit and an iSDS are issued for the same property and construction is not commenced prior to the
expiration date of the building permit, the ISDS permit shall expire at the same time as the building permit. If an ISDS permit is issued for a
property that does not require a building permit, the ISDS permit shall expire one year after its issuance if construction on the septic system
has not commenced_ Any change in plans or specifications after the permit has been issued invalidates the permit unless approval is
secured from the Health Officer or his/her designated agent. Expired permits can be renewed by payment of the permit fee only if:
A. There has been no change in the plans and specifications of the proposed system as set out in the original application or such
change is reviewed and approved by a Division Representative_
B. The surrounding land, its use or zoning has not changed so--as-to cause the original application not to be acceptable under these
regulations.
NOTICE
The completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld
County Department of Public Health and Environment (WCDPHE). The issuance of the permit is subject to such terms and conditions as
deemed necessary to insure compliance with rules and regulations adopted under article 10 title 25, CRS as amended. The applicant certfies
that the proposed system wild not be located within 400 feet of a community sewage system. The undersigned certifies that all statements
made, information and reports submitted herewith are, or will be, represented to be true and correct to the best of his/her knowledge and are
designed to be relied on by the WCDPHE for evaluation for purposes of issuing the permit applied for herein_ Applicant further understands
that falsification or misrepresentation may result in the denial of the application or revocation of any permit granted, and in legal action or
perjury as provided by law.
X
ner/App - ant
e
Report ID: E HS0005Bv003 Page 1 of 1
Print Date Time: 6/3/2013 4:20:24PM
rot,.
COLORADO
1300(2(5
SEPTIC PERMIT INFORMATION FORM
To obtain an I.S.D.S. permit, one must file an "application for Individual Sewage Disposal System°,
at the Weld County, Environmental Health Services office and pay the application fee. A "repair„ fee
shall he charged for die expansion, replacement, or repair of an existing- system. The following
information must be provided on the septic information form.
COMMERCIAL PERMIT
NEW or REPAIR SSS0.0(l
VAULT PERMIT
RESIDENTIAL PERMIT 17
NEW or REPAIR $750.00
MINOR REPAIR PERMIT
NEW or REPAIR $250.00 S 100.00
PARCEL NO.:
LEGAL DESCRIPTION: SECTION 7 TOWNSHIP
SUBDIVISION
3 A/ttANGE
LOT BLOCK
(i2 DIGIT NUMBER)
V1QEss3c �
FILING
THIS INFORMATION CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650
SITE ADDRESS /6 ne ,te 0
DIRECTIONS TO SITE
PROPERTY OWNER: AirviCX Ice/ rs"
esse
0 SO 5-4.-lby
MAILING ADDRESS: / 61,9 t cry AUL CITY hoovonlopyrST_ cc ZIP
HOME PHONE: (b tens v. WORK PHONE (
[MAIL .ADDRF:SS:
APPLICANT NAME: Frnrs
MAILING ADDRESS:
r
i
FAX (
roy
5A—Aoler
CITY ST ZIP
E TOME PHONE: (_ ) WORK PHONE ( ) FAX ( )
EMAIL ADDRESS:
DESCRIPTION OF BUILDING (EX: HOUSE, MOBILE HOME. MODULAR, SHOP. OFFICE)
IF OBTAINING A REPAIR PFRMIT. WIIAT IS BEING REPAIRED?
/V O cit 5 ,f1
L_C0-1/5" r.A.4.2070 it/
NUMBER OF PERSONS
NUMBER OF BEDROOMS
BASEMENT PLUMBING S NO
F -I A TI I R OMS : FULL ,,. ..
PUBLIC WATER SUPPLY
PRIVATE WATER SUPPLY YENO ;'
.1
IN FLOOD PLAIN AREA? YES
PERCOLATION HOLES MUST BE MARKED FOR
INSPECTION OR A S50.00 FEE WILL BE CHARGED
CENSUS TRACT
NAME ho
WELL /CISTERN PERMIT
Recorded Exemption No. 1207-07-02 REC 11-0002
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John Frits
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Septic System Design
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2,000 square foot absorption bed
3 feet below surface
1,500 gallon tank
GEOTECHNICAL ENGINEERING REPORT
PROPOSED RESIDENCE AND SEPTIC SYSTEM
WELD COUNTY ROADS 36 AND I
MEAD, COLORADO
NORTHERN COLORADO GEOTECH
PROJECT NO. 216-12
JANUARY 15, 2013
Prepared for:
Mr. John Frits
1295 Prairie Lane
Owatonna, Minnesota 55060
Northern
Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: (970) 506-9244
Fax: (970) 506-9242
Northern
Colorado
AitGeotech
January 15, 2013
Mr. John Frits
1295 Prairie Lane
Owatonna, Minnesota 55060
Re: Geotechnical Engineering Report
Proposed Residence and Septic System
Weld County Roads 36 and '1
Northern Colorado Geotech Project No. 216-12
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: (970) 506-9244
Fax: (970) 506-9242
Northern Colorado Geotech has completed a geotechnical engineering exploration for the proposed
residence and septic system to be located at the southeast corner of Weld County Roads 36 and 1
rear Mead, Colorado_
The subsurface soils at the site consisted of sandy lean clay to depths of 81/2 to 91/2 feet. The soils are
underlain by sandstone bedrock. The results of our field exploration and laboratory testing indicate
that the soils and bedrock have low expansive potential and low to load bearing capabilities.
Based on the anticipated construction and the results of our engineering exploration, it is our opinion
that the proposed residence may be supported on a spread footing foundation system, Slab on grade
may be utilized for interior floor slabs. A standard septic system appears feasible at the site.
If you have any questions concerning this report or any of our consulting services, please do not
hesitate to contact us.
S incerely,
N ORTHERN COLORA b GEOTECH
P repared
Doug Leafgren,
President
'
ary O. We#cs ,P. E.
ice Preside
rc
M1{'.
• r '� fn.
r
Addressee --(4)
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TABLE OF CONTENTS
Page No.
Letter of Transmittal ii
SCOPE 1
SITE CONDITIONS ...1
PROPOSED CONSTRUCTION I
SITE EXPLORATION .........,....,...*..,.......2
Laboratory Testing ...... 2
SUBSURFACE CONDITIONS...,..3
Soil Conditions 3
Groundwater Conditions 3
Field Test Results .....3
Laboratory Test Results .4
DESIGN RECOMMENDATIONS 4
Foundation Design 4
Footing Foundations 4
Below Grade Construction ....,.. 5
Surface Drainage 6
Lateral Earth Pressures 6
Floor Slab Design and Construction 7
Septic System Construction 8
General Earthwork 9
Site Preparation 9
Fill Materials and Placement ■ ■ .... ■ 9
GENERAL COMMENTS...10
ATTACHMENTS
Boring Location Plan
Logs of Borings
Laboratory Test Results
GEOTECHNICAL ENGINEERING REPORT
PROPOSED RESIDENCE AND SEPTIC SYSTEM
WELD COUNTY ROADS 36 AND 1
MEAD, COLORADO
NORTHERN COLORADO GEOTECH
PROJECT NO. 216-12
JANUARY 15, 2013
SCOPE
This report contains the results of our geotechnical engineering exploration for the proposed residence
and septic system to be located at the southeast corner of the intersection of Weld County Roads 36
and 1 near Mead, Colorado.
This report includes descriptions of, and geotechnical engineering recommendations relative to:
• subsurface soil and bedrock conditions
• groundwater conditions
• foundation design and construction
• basement construction
• drainage
• floor slab design and construction
• septic systems
• earthwork
The recommendations contained in this report are based upon the results of field and laboratory
testing, engineering analyses, and experience with similar soil conditions, structures and our
understanding of the proposed project.
S ITE CONDITIONS
The site is an approximate 40 acre parcel that is currently used for agricultural production. Surface
drainage is fair to the north. The property is bordered to the north and west by Weld County Roads 36
and 1, respectively. Open agricultural ground was observed to the south and east.
P ROPOSED CONSTRUCTION
As we understand it, the project will consist of building a single-family residence and a slab on grade
shop. The site will be serviced by an on -site sewage disposal system. We anticipate that the
residence will have a basement. The septic system will have 4 bedrooms. Final site grades were not
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
available at the time of the exploration, although we assume the first floor of the residence will be
slightly above existing site grade.
SITE EXPLORATION
A total of nine test borings were drilled on December 20, 2012. The borings were drilled to
approximate depths of 3 to 20 feet at the locations shown on the Site Plan, Figure 1. Two borings
were drilled within the footprint of the proposed residence, one boring was drilled near the center of the
proposed shop and six borings, including a soil profile boring were drilled in the area of proposed
septic system. Percolation tests were conducted in general accordance with Weld County
requirements. All borings were advanced with a truck -mounted drilling rig, utilizing 4- and 6 -inch
diameter solid stem augers.
The borings were located in the field by pacing from property lines and/or existing site features.
Relative surface elevations at the boring locations were obtained by measurements with an engineer's
level from a temporary bench mark (TBM) shown on the Site Plan. The accuracy of boring locations
and elevations should only be assumed to the level implied by the methods used to determine each.
Lithologic logs of each boring were recorded by an engineering geologist during the drilling operations.
At selected intervals, samples of the subsurface materials were taken by driving split -spoon and/or ring
samplers. Standard penetration measurements were recorded while driving a split -spoon and/or ring
sampler into the subsurface materials. The standard penetration test is a useful index in estimating the
density of the materials encountered.
Groundwater conditions were evaluated in each boring at the time of subsurface exploration, and one
day after the drilling.
Laboratory Testing
The samples retrieved during the subsurface exploration were returned to our laboratory for
observation by the project manager. The soils were classified in general accordance with the Unified
Soil Classification System. At that time, the field descriptions were confirmed or modified and an
applicable laboratory testing program was formulated. Boring logs were prepared and are attached
with this report.
Laboratory tests were conducted on selected samples and are presented on the boring logs and
attached laboratory test sheets. The test results were used for the geotechnical engineering analyses,
and the development of foundation and earthwork recommendations.
Selected samples were tested for the following engineering properties:
2
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
• Water Content
• Dry Density
• Compressive Strength
SUBSURFACE CONDITIONS
Soil Conditions
• Consolidation
• Expansion
Soils at the site generally consisted of sandy lean clay to depths of approximately 8% to 9Y2 feet. The
soils are underlain by sandstone bedrock. Summary boring logs are attached with this report.
Groundwater Conditions
Groundwater was not observed in any test boring at the time of field explorations nor when checked
one day after the drilling. These observations represent groundwater conditions at the time of the field
exploration, and may not be indicative of other times, or at other locations. Groundwater conditions
can be expected to fluctuate with varying seasonal and weather conditions, and other factors.
Due to the impermeable nature of the bedrock materials, areas of perched and/or trapped groundwater
may occur at times in the subsurface soils overlying bedrock. The location and amount of perched
water is dependent upon several factors, including hydrologic conditions, type of site development,
irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather
conditions.
Field Test Results
Field test results indicate that the clay soils vary from stiff to very stiff in consistency. The sandstone
bedrock varies from moderately hard to hard in hardness.
Percolation testing conducted in the area of the proposed soil absorption bed is summarized as
follows:
3
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
Percolation
Test Results
Test
Hole
(inches)
Depth
Classification
Soil
I
Percolation
(minutes/inch)
Rate
3
36
CL
30
4
36
CL
24
5
36
CL
30
6
36
CL
28
7
36
CL
35
36
CL
20
The soils in the area of the proposed leach field have fair percolation rates.
Laboratory Test Results
Laboratory test results indicate that the soils have low expansive potential. The sandstone bedrock is
non -expansive.
DESIGN RECOMMENDATIONS
Foundation Design
Based on the results of our subsurface exploration and the results of the laboratory testing, it is our
opinion that a spread footing foundation system may be used for support of the proposed structure.
The footings should be placed on undisturbed soils, sandstone bedrock and/or engineered fill material.
Potentially expansive soils will require particular attention in the design and construction.
Design and construction recommendations for foundation systems and other earth connected phases
of the project are outlined below.
Footing Foundations
Based on the results of our subsurface exploration and laboratory testing, it is our opinion that a spread
footing foundation system bearing upon undisturbed soil, sandstone bedrock and/or engineered fill
may be used for support of the proposed structure. The footings may be designed for a maximum
bearing pressure of 2,000 psf. In addition, the footings should be sized to maintain a minimum dead -
load pressure of 500 psf. The design bearing pressure applies to dead loads plus design live load
conditions. The design bearing pressure may be increased by one-third when considering total loads
that include wind or seismic conditions.
4
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
Exterior footings should be placed a minimum of 30 inches below finished grade for frost protection
and to provide confinement for the bearing soils. Finished grade is the lowest adjacent grade for
perimeter footings.
Footings should be proportioned to reduce differential foundation movement. Proportioning on the
basis of equal total movement is recommended; however, proportioning to relative constant dead -load
pressure will also reduce differential movement between adjacent footings. Total movement resulting
from the assumed structural loads is estimated to be on the order of 3/4 inch or less. Differential
movement should be on the order of 1/2 to 3/4 of the estimated total movement. Additional foundation
movements could occur if water from any source infiltrates the foundation soils; therefore, proper
drainage should be provided in the final design and during construction.
Foundations and masonry walls should be reinforced as necessary to reduce the potential for distress
caused by differential foundation movement. The use of joints at openings or other discontinuities in
masonry wails is recommended.
Foundation excavations should be observed by Northern Colorado Geotech. If the soil conditions
encountered differ significantly from those presented in this report, supplemental recommendations
may be required.
Below Grade Construction
Groundwater was not encountered on the site to the maximum depth of exploration, 20 feet.
Therefore, full -depth basement construction is considered acceptable on the site.
Perched groundwater may occur at times since the subsurface soils are relatively impermeable and
tend to trap water. Completion of site development, including installation of landscaping and irrigation
systems, may lead to perched groundwater development.
To reduce the potential for groundwater to impact foundation bearing soils and enter the basement of
the structure, installation of a perimeter drainage system is recommended. The drainage system
should be constructed around the exterior perimeter of the basement foundation, and sloped at a
minimum 118 inch per foot to a suitable outlet, such as a sump and pump system.
The drainage system should consist of a properly sized perforated pipe, embedded in free -draining
gravel, placed in a trench at least 12 inches in width. The flow -line of the pipe should be placed no
higher than the bottom of the footings and be sloped at 1/8" per foot minimum to the sump pit or
suitable outlet. A minimum slope of 1:1 should be maintained between the bottom of the footing or
grade beam and the drainage pipe trench. Gravel should extend a minimum of 3 inches beneath the
5
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
bottom of the pipe, and above the bottom of the foundation wall. The gravel should be covered with
drainage fabric prior to placement of foundation backfill.
Surface Drainage
Positive drainage should be provided during construction and maintained throughout the life of the
proposed project. Infiltration of water into utility or foundation excavations must be prevented during
construction. Planters and other surface features which could retain water in areas adjacent to the
building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not
immediately adjoin the structure, we recommend that protective slopes be provided with a minimum
grade of approximately 10 percent for at least 10 feet from perimeter walls. Backfill against footings,
exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all
construction debris to reduce the possibility of moisture infiltration.
Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the
ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler
systems should not be installed within 5 feet of foundation walls. Landscaped irrigation adjacent to
the foundation system should be minimized or eliminated.
Lateral Earth Pressures
For soils above any free water surface, recommended equivalent fluid pressures for unrestrained
foundation elements are:
+ Active:
Cohesive soil backfill (on -site clay or silt) ...45 psf/ft
Where the design includes restrained elements, the following equivalent fluid pressures are
recommended:
• At rest:
Cohesive soil backfill (on -site clay or silt) 60 psf/ft
The lateral earth pressures herein do not include any factor of safety and are not applicable for
submerged soils/hydrostatic loading. Additional recommendations may be necessary if submerged
conditions are to be included in the design.
Fill against grade beams and retaining walls should be compacted to densities specified in Earthwork.
Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other
6
Mr. John Frits
Weld County Roads 36 and -I
Northern Colorado Geotech Project No. 216-12
lightweight compactors. Overcompaction may cause excessive lateral earth pressures which could
result in wall movement.
Floor Slab Design and Construction
Some differential movement of slab -on -grade floor systems is possible should the subgrade soils
become elevated in moisture content. To reduce potential slab movements, the subgrade soils should
be prepared as outlined in the earthwork section of this report.
Additional floor slab design and construction recommendations are as follows:
• Positive separations and/or isolation joints should be provided between slabs and all
foundations, columns or utility lines to allow independent movement.
• Control joints should be provided in slabs to control the location and extent of cracking.
• A minimum 2 -inch void space should be constructed above, or below non-bearing partition
walls placed on the floor slab. Special framing details should be provided at door jambs
and frames within partition walls to avoid potential distortion. Partition wails should be
isolated from suspended ceilings.
• Interior trench backfill placed beneath slabs should be compacted in accordance with
recommended specifications outlined below.
• in areas subjected to normal loading, a minimum 4 -inch layer of clean -graded gravel should
be placed beneath interior slabs.
• Floor slabs should not be constructed on frozen subgrade.
Exterior slabs -on -grade, exterior architectural features, and utilities founded on, or in backfill may
experience some movement due to the volume change of the backfill. Potential movement could be
reduced by:
• minimizing moisture increases in the backfill
• controlling moisture -density during placement of backfill
• using designs which allow vertical movement between the exterior features and adjoining
structural elements
• placing effective control joints on relatively close centers
7
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
Septic system Construction
Field test results indicate that a standard septic system is feasible for construction on the site in the
area of the percolation test borings. The system should be designed in accordance with applicable
state and county requirements and should be located at the minimum distances from all pertinent
ground features described in Weld County regulations. An average percolation rate of 30 minutes per
inch is recommended for design purposes. ..•...
No groundwater or bedrock was encountered in the soil profile boring located at the proposed soil
absorption bed. Accordingly, the leach field may be constructed to a depth 3 feet below finished grade.
Additional design criteria for septic system construction are as follows:
• Based upon the proposed residence containing 4 bedrooms, a total of 1,832 square
feet of absorption bed will be needed.
• For the proposed residence, a minimum 1,250 -gallon capacity septic tank should be
used in the design and construction.
• Distribution lines within the soil absorption bed should consist of 3- or 4 -inch diameter
perforated plastic or similar pipe approved in governing regulations. Distribution lines
should be placed the full length of the proposed absorption bed or trench and should
not exceed 100 -feet in length. Distribution lines should be spaced at a maximum of
feet on center with the perimeter lines placed 3 feet from the sides of the absorption
bed.
• Absorption beds should be backfilled with a minimum 12 inch thickness of clean
graded gravel ranging in size from 3/4 to 2-1/2 inches in diameter. The gravel should
extend a minimum of 6 inches below and 2 inches above the distribution pipes.
• Thegravel bed should be completely covered with untreated building paper prior to
final soil cover. Final soil cover should be a minimum of 12 inches in thickness and
suitable for vegetative growth. The surface of the soil cover should be graded for
positive surface drainage and to reduce the possibility of surface water infiltration.
• If infiltrators are used, a minimum of 100 Quick 4 infiltrators will be needed.
8
Mr. John Frits
Weld County Roads 36 and Al
Northern Colorado Geotech Project No. 21642
General Earthwork
All earthwork on the project should be observed and evaluated by Northern Colorado Geotech.
The evaluation of earthwork should include observation and testing of engineered fill, subgrade
preparation, foundation bearing soils, and other geotechnical conditions exposed during the
construction of the project.
Site Preparation
Strip and remove existing vegetation, debris, and other deleterious materials from proposed
building and pavement areas. All exposed surfaces should be free of mounds and depressions
which could prevent uniform compaction.
Stripped materials consisting of vegetation and organic materials should be wasted from the
site, or used to revegetate landscaped areas or exposed slopes after completion of grading
operations.
If unexpected fills or underground facilities are encountered, such features should be removed
and the excavation thoroughly cleaned prior to backfill placement and/or construction.
it is anticipated that excavations for the proposed construction can be accomplished with
conventional earthrnoving equipment.
The individual contractor(s) is responsible for designing and constructing stable, temporary
excavations as required to maintain stability of both the excavation sides and bottom. All
excavations should be sloped or shored in the interest of safety following local, and federal
regulations, including current OSHA excavation and trench safety standards.
Fill Materials and Placement
All exposed areas which will receive fill should be scarified to a minimum depth of eight inches,
conditioned to near optimum moisture content, and compacted.
The placement of soils on the site should be observed by Northern Colorado Geotech. The fill
should be assessed for suitability of use in the proposed fill and tested for placement including
compaction percentage and moisture content.
Engineered fill should be placed and compacted in horizontal lifts, using equipment and
procedures that will produce recommended moisture contents and densities throughout the lift.
Recommended compaction criteria for engineered fill materials are as follows:
9
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 21642
Clean on -site soils or approved imported materials may be used as fill material.
Imported soils (if required) should conform to the following:
Percent fines by weight
Gradation (ATM 1j
51$ , .100
3"70-100
No. 4 Sieve .50-100
No. 200 Sieve 60 (max)
Liquid Limit30 (max)
Plasticity Index 15 (max)
Minimum Percent
Material (AST l l__ 0 8)
Scarified subgrade soils 95
On -site and imported fill soils:
Beneath foundations ... •95
Beneath slabs 95
On -site or imported clay soils should be compacted within a moisture content range of 2
percent below, to 2 percent above optimum. Granular soils should be compacted within a
moisture range of 3 percent below to 3 percent above optimum unless modified by the project
geotechnical engineer.
GENERAL COMMENTS
The analysis and recommendations presented in this report are based upon data obtained from
borings performed to obtain representative subsurface conditions at the site. Variations in the soil
between borings will occur. Northern Colorado Geotech should be present during construction to
observe the excavation and construction procedures and confirm or modify our recommendations.
The scope of services for this project does not include either specifically or by implication any
environmental assessment of the site.
10
Mr. John Frits
Weld County Roads 36 and 1
Northern Colorado Geotech Project No. 216-12
This report is intended exclusively for the use by the client. Any use or reuse of the findings and/or
recommendations of this report by parties other than the client without the written consent of Northern
Colorado Geotech is undertaken at said parties' sole risk.
This report has been prepared in accordance with generally accepted geotechnical engineering
practices in this area at this time. No warranties, either express or implied, are intended or made.
'11
WELD COUNTY ROAD 36
AP ROTC 900 FEET
COUNTY LINE ROAD (WCR 1)
APROX 300 FEET
No.4 o.5
No.6grce No.719
NO, f No.9
IBM = TOP OF PROPERTY PIN
ELEV. = 100.0
DIAGRAM IS FOR GENERAL LOCATION ONLY,
AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES
No.2
PROPOSED
RESIDENCE
PROPOSED
SHOP
BORING LOCATION PLAN
PROPOSED RESIDENCE, SHOP AND SEPTIC SYSTEM
WELD COUNTY ROADS 36 AND I
MEAD, COLORADO
FOR JOHN FRITS
Northern
Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: (970) 506-9244
Fax: (970) 506-9242
Project No.
Project Mgr:
1
216-12.GPJ
LOG OF BORING No. 1
Sheet '1 of 1
CLIENT
John Fritz
ARCHITECT/ENGINEER
SITE
Weld County Roads 36 and 1
Mead, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 94.6 ft.
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None
W.D.
I
None
A.B.
When Checked 1 Day A.B.
SAMPLES
TESTS
I-
w
a
0
Northern
1440kolorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
33
20
50/3
50/2
0
IDC
LLJ
w0
oa
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at
F-
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OD Z WI-
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CO
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0H
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Jl1J
CL CL
1 I SS
2 I RS
18 1 16
12
11
3 I RS 1 12 1 17
4 I SS I 3
5 SS
2 I 9
104
101
9000
'9000
1.5% Swell
0.6% Swell
STARTED 12/5/12
FINISHED 12/5/12
DRILL CO. Drilling Eng
DRILL RIG CME-75
LOGGED BY D M L
APPROVED
DML
NOG PROJECT NO.
216-12
216-I2_GPJ
LOG OF BORING No.2
CLIENT
John Fritz
ARCHITECT/ENGINEER
Sheet 1 of 1
SITE
Weld County Roads 36 and I
Meads, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 94.0 ft.
0.5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, very stiff
3.5
0
0
0
I
w
a
SAMPLES
TESTS
uj
�D
0>
coz
93.5
85.5
WEATHERED SANDSTONE
g,s Tan to gold, moist, moderately hard
SANDSTONE
Tan to gold, moist, hard
15.0
84.5
79.0
•
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None
W.D.
WL
None A.B.
When Checked 1 Day A.F.
10 —
15—
Northern
Colorado 44#0044Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
w
2
z
19 1
30
62
I 50/2
2
3
a
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0
CC
UJ
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ct w I-
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2
18 15
RS 12
RS 12
4 I SS
2
11
8
w
c
0
a0
17)
ww
o- w
Z2
112 19006
113
STARTED 12/5/12
9000
FINISHED
1,8% Swell
1.1% Swell
12/5/12
DRILL Co. Drilling Eng
DML
LOGGED BY
DRILL RIG CM E-75
APPROVED DML
MCC PROJECT NO. 216-12
216-12. SP,i
LOG OF BORING No. 3
Sheet *1 of �I
CLIENT
John Fritz
ARCHITECT/ENGINEER
SITE Weld County Roads 36 and '1
Mead, Colorado
Approx. Surface E lev.: 96.3 ft.
5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
9.5
0
-J
C
95.8
80.8
11.0
15.0
WEATHERED SANDSTONE
Tan to gold, moist, moderately hard
SANDSTONE
Tan to gold, moist, hard
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None WO.
WL
None A.B.
When Checked 1 Day A.B.
85, 3
81.3
PROJECT
Proposed Residence and Septic System
10
15
Northern
4000$SNiColorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
16
13
35
50/6
1
2
SS
18
RS R 12
3 I S l 12
4
SS ' 6
bsce
G
Li
ce
I-
0
2
13
10
10
7
TESTS
w
0
cc 0
in a_
STARTED 1215/12
93 7500
Xw
J ( z
°raw
zi CL
0.9% Swell
FINISHED 12/5/12
DRILL CO. Drilling Eng
C
LOGGED BY
DML
DRILL RIG CSI E-75
APPROVED DML
NCG PROJECT NO. 216-12
LOG OF BORING No. 4
Sheet I of I
MIMelee _
216-12.GPJ
CLIENT
John Fritz
ARCHITECT/ENGIN'EER
SITE Weld County Roads 36 and I
Mead, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 88.7 ft.
c5
a
U_
C
0
LL
w
SAMPLES
TESTS
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CC
CO
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0
a
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uJ
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r
2
a
alcc
Z
',
W
Lie
ZO >-w
(“)] <IX
00 2 in
0.5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
3.6
86.2
85.7
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
WL
None
W.D.
None
A.B.
When Checked 1 Day A.B.
Northern
AtbColorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
STARTED
1215112
DRILL CO. Drilling Eng
LOGGED BY
DML
FINISHED
12/5/12
DRILL RIG CME-75
E-7 5
APPROVED
DML
NCG PROJECT NO.
216-12
216-12.GPJ
LOG OF BORING No. 5
Sheet I of 1
CLIENT
John Fritz
SITE Weld County Roads 36 and '1
Mead, Colorado
ARCHITECT/ENGINEER
PROJECT
Proposed Residence and Septic System
a
0_
Approx. Surface Elev.: 89.2 ft.
SAMPLES
TESTS
w
n
91>
mz
w
2
z
I
I
❑
w
w
z >
w0
Cew
❑Q
Lid
co
2
b
z
a
❑a
0.5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
3.0
^�
88.7 4,
86.2
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL
None W.D.
OIL
None AS.
When Checked 1 Day A, E
Northern
Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 60631
Phone: 970-506-9244
Fax: 970-506-9242
I
STARTED 12/5/12
FINISHED 12/5/12
DRILL CO. Drilling Eng
DRILL RIG CME-75
LOGGED BY DML
APPROVED
NOG PROJECT NO. 216-12
DML
LOG OF BORING No. 6
CLIENT
John Fritz
SITE Weld County Roads 36 and '1
Mead, Colorado
Approx. Surface Elev.: 89.0 ft.
0.5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL I None WED.
None A.B.
Sheet '1 of 1
ARCHITECT/ENGINEER
PROJECT
Proposed Residence and Septic System
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-598-9242
DML APPROVED
12/5/12
CME-75
OL
SAMPLES
I—
z
w
O
>'LL
o
O a.
TESTS
STARTED 12/5/12 FINISHED
DRILL CO. Drilling Eng DRILL RIG
LOGGED BY
NCG PROJECT NO.
216-12.GPJ
CLIENT
John Fritz
LOG OF BORING No. 7
ARCHITECT/ENGINEER
Sheet 1 of 1
SITE Weld County Roads 36 and 1
Mead, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 89.4 ft.
0.5 6"TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
3.0
CD
0
0
CD
SAMPLES
TESTS
N
COD
DOz
w
z
0
a
w
UI
w>
o
raw
OC
MOISTURE,
a
uU
zw
W I-
a.w
z0
sI-
88.9. 4
86.4
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS Njhhern
WLNone vtr ��''M/ o{ora do
WO,
Geotech
WL None A.B./10\?29th Street, Unit 21
Greeley, Colorado 80641
When Checked Day A.B, Phone: 970-506-9244
Lax: 970-508-9242
(STARTED
12/5/12
FINISHED
1215112
DRILL CO, Drilling Eng DRILL RIG CME-75
LOGGED BY
DML APPROVED DML
NCG PROJECT NO. 216-12
216-1 2.GP4
LOG OF BORING No. 8
Sheet 1 of 1
CLIENT
SITE
ARGFUTECTiENGINEER
John Fritz
Weld County Roads 36 and 1
Mead, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 89.4 ft.
U
a
2
I
C
0
I-
w
O
SAMPLES
TESTS
rw
COD
0>
mZ
w
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a_
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w
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tYLi
O CC
2
0
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4-
• a
IA pc
Zw
O.w
zo
zee
0_5 6" TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
3.0
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL None W,D,
WL
None A.B.
When Checked 1 Day A.B.
88.9
Northern
Atil\Colorado
Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
STARTED 12/5/12
FINISHED 12/5/12
DRILL CO. Drilling Eng
DRILL RIG CME-75
LOGGED BY
DML
APPROVED DML
NCG PROJECT NO. 216-12
CLIENT
John Fritz
LOG OF BORING No. 9
Sheet -I of I
ARCHITECT/ENGINEER
SITE Weld County Roads 36 and I
Mead, Colorado
PROJECT
Proposed Residence and Septic System
Approx. Surface Elev.: 90.0 ft.
0.5 6' TOPSOIL
SANDY LEAN CLAY
Tan, dry to moist, stiff to very stiff
3.0
a
0
0
CY
89-5
87.0
BOTTOM OF BORING
WATER LEVEL OBSERVATIONS
WL None W D
WL
N _
None A.B.
When Checked 1 Day A.B.
U-
I
W
C
SAMPLES
UIco
z
TESTS
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zw
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Northern
Colorado Agoo,Geotech
2956 29th Street, Unit 21
Greeley, Colorado 80631
Phone: 970-506-9244
Fax: 970-506-9242
STARTED 12/5/12
FINISHED 12/5/12
DRILL CO. Drilling Eng
DRILL RIG CME-75
LOGGED BY
DML
APPROVED DML
NCG PROJECT NO. 216-12
Co
STRESS, ksf
Specimen Identification
Classification
7,1
MC%
•
1
4.0
Sandy Lean Clay
104
11
Northern 2956 29th Street, Unit 21
Colorado Greeley, Colorado 80631
Phone: 970-506-9244
G eotech Fax: 970-506-9242
CONSOLIDATION TEST
Client John Fritz Number: 216-12
Project: Proposed Residence and Septic System
Location: Weld County Roads 36 and 1
216-12.GPJ
D
3
I
3
'
I
L -
i
Northern 2956 29th Street, Unit 21
Colorado Greeley, Colorado 80631
Phone: 970-506-9244
Geotech Fax: 970-506-9242
AI _
Classification
CONSOLIDATION TEST
Client: John Fritz Number: 216-12
Project: Proposed Residence and Septic System
Location: Weld County Roads 36 and 1
CONSOLIDATION TEST
3'
3F
tI
i1
Specimen Identification
Nohern 2956 29th Street, Unit 21
Colorado Greeley, Colorado 80631
Phone: 970-506-9244
Geotech Fax: 970-505-92x42
STRESS, ksf
Classification
Client: John Fritz Number: 216-12
Project: Proposed Residence and Septic System,
Location: Weld County Roads 36 and 1
1
2
3
4
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i
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5
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1
1
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1
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•
•
'
I
I
III4
J
1
1
in
STRESS, kg
Specimen Identification
S
2 8.0
Classification
Sandy Lean Clay
MC%
113 7
Northern 2956 29th Street, Unit 21
Colorado Greeley, Colorado 80631
Phone: 970-506-9244
Geotech Fax: 970-506-9242
CONSOLIDATION TEST
Client: John Fritz Number: 216-12
Project: Proposed Residence and septic System
Location: Weld County Roads 36 and 1
216-12.GPJ
0)
1
-
-- -
i
I
i
3
4
5
0.1
1
STRESS, ksf
10
Specimen Identification
3 3,0
Classification
Sandy Lean Clay
93
MC%
10
Northern 2956 29th Street, Unit 21
Colorado Greeley, Colorado 80531
Phone: 970-506-9244
GeotechFax: 970-506-9242
CONSOLIDATION TEST
Client: John Fritz Number 216-12
Project: Proposed Residence and Septic System
Location: Weld County Roads 36 and 1
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