HomeMy WebLinkAbout5888 I hereby acknowledge that I have read, understand and answered these
questions accurately to the best of my ability.
signature �"���
p date
Phone: / 8 j — 015'71 _(days); �O { —�� a l
-- — __(evenings)
Project Name:
Project Address:�� 24.11
Notes:
( If you have answered "No" an any of these questions you may be required to provide this information at
the request of the Building Official prior to beginning the plan review process. Delays in issuing the
permit are to be expected_ Work may not proceed without: the issuance of the permit.
( if you have answered Not necessary for this project" on any of the questions and it is determined by the
Building Official that the iuforrnalim is necessary to review the application and plans to determine
minimum compliance with the adopted codes, please expect the following:
A. The application may be pieced behind more recent applications for building
process and not reviewed until required information has been provided an r the applitcation view
rotates again to first position for review.
B- Delay in Issuance of the permit.
C. Delay in proceeding with construction.
( If you answered "No" to this question the circumstances described in the question could result in a "Stop
Work Order" being issued or a "Certificate of Occupancy" not being issued.
PerApp02.95 Effective August 15, 1995
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Roo kg
SEWER• EN
ROTO- ROOTER SERVICES
P.O. BOX 1800 GLENWOOD SPRINGS, CO 81602
OFFICE: 0898 HIGHWAY 133 CARBONDALE, CO 81623
945 -5519 963 -2521 925 -1833
August 11, 1994
To: John Bates
9823 Zephyr Dr.
Broomfield, CO 80021
Re: Inspection report on septic system and drainage system for the property listed
below.
Property Location: 3125 Cty. Rd.
New Castle, Colorado
On Tuesday, August 11, 1994, an inspection of the septic system at the above property
was conducted by Roto- Rooter Services. The following findings are hereby submitted:
I) The location of the septic system was determined and the
tank was found to be operating normally with no evidence of seepage
or leakage in or around the tank.
2) The approximate location of the tank drainage area was also determined
and found to be in good condition and operating normally. No evidence
of leakage or problems was apparent.
3) The tank is a single chamber concrete tank, rectangular in shape. The
holding capacity is approximately 1,000 gallons.
The above information is presented and based on a visual and physical on -site
inspection. No excavation or testing was performed around the tank or in the drainage
area to determine underlying problems. By no means can it be assumed that problems
could not develop based on this report.
Roto- Rooter Services will not be held accountable or liable for any additional problems
or failures to the system based on this report.
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A BEARING OF N,8151'41E. BETWEEN THE awn? JIXIEENIH COMMON
.if SIXTEENTH CORNER OF SECTION E, MONUMENIED AS SHOWN HEREON.
JECT TO ALL EASEMENTS, RIGHTS -OF -WAYS, AND O11-IER RESTRICTIONS OF
V, YOU MUST COMMENCE ANY LEGAL ACTON PASEO (IPON ANY DEFECT IN THIS
(OU DISCOVER SUCH DEFECT. IN NO EtiEN1 MAY ANY ACTON RASED UPON ANY
TORE THAN TEN 00) YEARS FROM THE DOT OF CERTIFICATION SHOWN
ER DESCRIPTION RECORDED AT HOOK 748, PAGE E7 OF n1F GARFIELD
?S FOUND IN PLACE, AS SHOWN HEREON.
ISED UPON MONUMENTS FOUND AT THIS TIME WHICH WERE SET HY kKBNA,
RESPONDING MAP PREPARED BY KKBNA, INC., DATED APRIL, 1979, AND
GARFIELD COUNTY RECORDS.
LITIES AND THE PARCEL NUMBERS AS SHOWN HEREON ARE TAKEN FROM
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