HomeMy WebLinkAbout178 Knight Rd - 246701301009 - 0902IS240 `
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE.
Please call for final inspection before covering any portion of installed system.
PERMIT NO. 902
OWNER: Steven M. Berkowitz PHONE: 215-884-5320
MAILING ADDRESS: 310 Runnymede Avenue, Jenkintown, PA 19046
AGENT: Shawn @ Earthworks Construction PHONE: 963-2296
SYSTEM LOCATION: 0178 Knight Road - Seven Castles, CO 81621
W_XEJ�kER INSTALLER: Earthworks Construction P. 0. Box 1149 Carbondale LICENSE No. N/A
DESIGN ENGINEER OF SYSTEM: //�� n
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: B o 0 SOL
��� n p 2 � foQ-l`
�S//���0 0 GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. � 1 j)
DISPERSAL AREA REQUIREMENTS:
a
7� ��%ti1�SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: The septic tank must be located at least 50 feet from the well and the
each field/trench must be at least 100 feet recommended 200 feet from the well. An
s built ,itpplan must hp submitted prior to final inspection approval
4W lineal feet of 2� wi de trench with 18 inches of gravel, OR 10 inch SB 2 gravel 1 ess
leach pipe 200 feet
ENVIRONMENTAL HEALTH OFFICER: f Sid Fox DATE: 4- 17-89
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, C.R.S. 1973, AS AMENDED.
2, THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND
BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND
BUILDING DEPARTMENTS SHALL AUTOMATICALLY SEA VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH
LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM
TO BE LICENSED ACCORDING TO THE REGULATIONS.
FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED
PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET.
INSTALLED SEPTIC TANK: GALLONS DEGREES FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS AND ASSEMBLY YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO
ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS:
ENVIRONMENTAL HEALTH OFFICER: DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS
APPLICANT/AGENT: Steven M. Berkowitz
OWNER:
PERMIT
Same
AMOUNT PAID: $150.00 RECEIPT #: 1321 CHECK#: 3790 CASHIER: Rusch
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W
EAGLE COUNTY
BUILDING DIVISION
P. O. Box 179
Phone: 328-7311
INSPECTION REQUEST
T•
962, «r_ . _ .
B LDING PERMIT NO.
DATE: JOB
NAME:5 eV J i
TIME ❑ AM, CALLER:
RECEIVED: ❑ PM
BUILDING
❑ FOOTING
❑ FOUNDATION
❑ FRAMING
❑ FINAL
❑ PARTIAL
COVER
❑ INSULATION
❑ DRYWALL
❑ VENEER
❑ ROOF
❑ PARTIAL
PLUMBING
❑ GROUND IRON
❑ ROUGH
❑ FINAL
❑ PARTIAL
MECHANICAL
❑ VENTILATION
HEATING
❑ HOODS
❑ PARTIAL
ELECTRICAL
❑ TEMPORARY
El ROUGH
❑ FINAL
PARTIAL
❑ OTHER: LOCATION:O'r7 rmj"�i'Lt
[I PARTIAL
CJ
[Ready for Inspection: ❑ MONDAY ❑ TUESDAY ❑ WEDNESDAY ❑ THURSDAY ❑ FRIDAY ❑ AM ❑ PM
COMMENTS:
APPROVED ❑ DISAPPROVED REINSPECT
❑ Upon the Following Corrections:
DATE: TIME:
INSPECTOR
ROUTE FORA
EAGLE COUNTY ENVIRONMENTAL HEALTH OFFICE
Sfi _vrn M. ecrt5
Name
3/3 f / 8q 3 z7a
Date Routed pr7cq 6ah j-Je's Application No.
Location
Please review the attached Individual Sewage Disposal System Permit Application and
return it with this completed form the the Environmental Health Office.
PLANNING: Complies with - YES NO REVIEWED BY DATE
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COMMENTS:
BUILDING: Complies with -
Building Permit Applied For:
Buildina Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainaae:
Recommend Approval:
COMMENTS:
YES NO REVIEWED BY DATE
YES NO REVIEWED BY DATE
ENVIRONMENTAL HEALTH: Complies with -, YES NO REVIEWED BY DATE
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
COMMENTS:
1512 Grand Avenue, Suite 212
Glenwood Springs, Colorado 81601
(303) 945-1004
October 11, 1988
Ms. Cindy Perry
Basalt Realty
P.O. Box 737
Basalt, CO 81621
RE: Percolation Test, Lot 6
Seven Castles Estate Subdivison, County of Eagle
Dear Cindy:
Per your request on October 6, 1988, Schmueser Cordon Meyer (SGM) has
performed the percolation test on the above -mentioned property. As you
have already received a copy of the results, please let this letter
serve as a formal transmittal of the results. I would like to discuss
with you some of the parameters which SCSI typically follows when per-
forming percolation tests.
One, we try to locate the percolation holes which we feel will be the
most suitable location for the proposed disposal field. Second, when
locating the disposal field or the percolation holes, we excavate a
hole that is going to represent the depth at which the bottom of the
gravel for the disposal field will occur (in essence, if the bottom of
the field will be four feet down, we will excavate to a depth of fou,-
feet; then we would dig our percolation holes). Thirdly, with every
percolation test we perform, we excavate a profile hole which will
yield certain information about the subsoils on the proposed disposal
field site. Namely, the information we try to acquire from the profile
hole is the depth to bedrock (if under eight feet), and depth to
groundwater ( if found) . The depth to bedrock and depth to groundwater
are two major parameters to be known, for they, along with percolation
rates, will determine the type of disposal field required for the
specific site.
I have listed the three above because this being more of an exploratory
type percolation test, we have found those three items to be out of the
norm when we usually perform a percolation test for the design of a
disposal field. On site observations yielded that the percolation
holes for this particular percolation test were approximately 20 feet
apart. The site under consideration is lying at approximately a 10
percent grade, and does not appear to be overlain with any topsoil.
The percolation holes were approximately 12 inches in diameter and 18
inches deep. As the results indicate, the percolation rates were quite
rapid.
I would suggest that, upon final purchase of the property, the intented
buyer perform another percolation test (as will be required by Eagle
County) for the site where he proposes to place the disposal field.
All in all, the site looked relatively consistent with the same mater-
ial throughout the site as where the percolation holes were located.
October 11, 1988
Ms. Cindy Perry
Basalt Realty
Page two
The fact that all three percolation holes reacted relatively the same
(i.e., percolation rate) , indicates that the soils on site are fairly
uniform throughout the property.
Our final conclusion is that it appears, with the information gathered
to this point, an absoprtion field can be placed on site. In fact,
judging from the consistency of the material found on site, it is
highly likely that the location of the disposal field may be adjusted
from what was shown in the field at the present time. I would like to
point out, however, that it has been our experience some sites can vary
greatly in soil type throughout the property. Also, I would like to
point out that conditions under the surface (at a level 4 feet below
the current ground surface) may indicate a completely different perco-
lation rate than indicated in the field at this time. In fact, I would
expect, again based upon our experience, that the percolation rates
will be somewhat slower than found on the surface of the ground.
I hope this letter serves its intended purpose. If you have any ques-
tions, please do not hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
son
is: lc/8190
+++++-f-+++++++++++++-1-+++-6-++-1-++-!-++++-I-+++++-t-++++++-1-++++++++++++-!-
+ PERCOLATION TEST -
DATA SHEET
+
SCHMUESER GORDON
MEYER
++++++++++++++++++++++++++++++++-}-+++++++++++-}-+++++++++-r
++++++
-f---_-..---..-_--_--------------._....
---
_
ICLIENT: BASALT
REALITY
(LOCATION: SEVEN
CASTLES ESTATES,
LOT 6,
EAGLE COUNTY
IJOS NUMBER: B8190A
[DATE PERFORMED:
10-07-88
+---_--+--------.-_-_---_--+-----------------+---------
I i HOLE
41 HOLE
42
1 HOLE
43 1
[+------_-+_--------+--------+--------+--------+-------+
TIME IREADING I
DROP (READING I
DROP
IREADING I
DROP I
+-------!---------+------_--_--__----_
0 1 2-3/8 j
- j 2-0/0
-
1 1-3/4 [
-- I
I 5 3-1/2 I
1-1/8 13-0/0 [
1-0/0
2-3/4- 1
1--0/0 1
10 14_1/4 10-3/4
3-1/2 [
0-1/2
13-3/8 1
0-5/8
f 15 1 5-0/0 1
0-3/4 1 4-1/8 1
0-5/8
14-0/0 10-5/8
20 j 5-3/4
0-3/4 14-1/2 1
0-3/8
15-0/0 11-0/0
1 25 16-1/4 1
0-1/2 1 5-1/8 10-5/8
15-1/4 1
0-1/4 1
30 16-5/8 1
0-3/8 5-1/4 1
0-1/8
15-3/4 10-1/2
35 7-1/4 1
0-5/8 1 5--7/8 I
0-5/8
1 6-1/8 1
CI-3/8 I i
40 17-5/8 1
0-3/8 1 6-1/8 I
0--1/4
1 6-1/2
2-3/8
i 45 1 8-1/8 1
0-3/4 16-1/2 10-3/8
17-0/0 j
0-1/2 1
TEST ENDED
1 LEVEL DROP.
I I
I
BECAUSE OF CONSISTENCY
(RELATIVE) IN WATER
I
I
i I I I I I I I
I I I I I I I I
I
_-----+------_-+-------_-+----_----+--------+--------+-------+
+----------------------------------
1PERCOLATION RATES: (TOTAL DROP)
IHOLE #1: 7.83 MPI HOLE 92: 10.00 MPI HOLE #3: 8.57 MPII
+-----------------------------
1PERCOLATION RATES: (5 MINUTE DROP AVERAGES -USE. FOR DESIGNal
IHOLE #1: 8.90 MPI HOLE 42: 15.70 MPI HOLE 43: 10.95 MPII
+---------------------------------------------.-------------__ _t
+._-----------------------------------------------------------
v5C tZrnAT
1512 Urand Avenue, Suite 212
Glenwood Springs, Colorado 81601
(303) 945-1004
October 12, 1988 �� CONSULTING ENGINEERS & SUR
Cindy Perry
Basalt Realty
6945 Hwy. 82
Basalt, CO 81621
I N V 0 1 C E
Invoice #8190A-1
Project #8190A: Percolation
Billing Period: September 24, 1988 through October 11, 1988
Percolation Test $ 120.00
Total Amount Due - October $ 120.00
If you have any questions regarding this billing, please call.
Sig y
f Simonson
oject Manager
All accounts due 30 days net. Overdue accounts will be charged 2.5
interest per month (24"0 annual rate). Upon default, clien't- agrees to
pay all costs and reasonable attorneys fees for collection of same.
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