HomeMy WebLinkAbout068-030-135 PREAP24-0015 final site evaluation 3.4.25
OONN--SSIITTEE WWAASSTTEEWWAATTEERR
SSIITTEE EEVVAALLUUAATTIIOONN FFOORR NNEEWW DDEEVVEELLOOPPMMEENNTT
Update: January 28, 2015
Date paid: ____________
Amount: _____________
Receipt No. __________
AAPPPPLLIICCAATTIIOONN
APN #: ______________________________
______________________________________
Applicant Name
______________________________________
Applicant Mailing Address
______________________________________
City State Zip
______________________________________
Applicant Telephone Number
TrakIt #: ______________________________
______________________________________
Property Owner Name
______________________________________
Site Evaluation Parcel Address
______________________________________
City State Zip
Evaluation for: Residential use Commercial use
Number of bedrooms or parcels (or description of intended use if non-residential):
Name of Certified Designer (if applicable):
Name of Certified Installer (if applicable):
Site Evaluation application complete and fees paid *
Directions to site attached and site flagged *
Site plan attached (use checklist included in this application) *
- and one of the following -
Test holes excavated in manner described in On-Site Manual *
-or-
Certified Installer/Designer will contact staff to schedule site inspection and soil evaluation *
* Items that must be completed before on-site evaluation takes place
Official Use Only – Do Not Write Below This Line
OOBBSSEERRVVEEDD SSIITTEE CCHHAARRAACCTTEERRIISSTTIICCSS OOFF DDIISSPPEERRSSAALL SSYYSSTTEEMM PPLLAACCEEMMEENNTT AARREEAA
Parcel Size: _______ acres Slope in drainfield area: _______% Slope in repair area: _______%
Effective soil depth: __________ inches
Type of restrictive layer: Impermeable Seasonal groundwater Excessively drained N/A
Horizontal setback requirements can be met: Yes No Need scaled site plan
Soil log data attached: Yes No
Form SE This section completed by applicant EH Staff or Certified Designer 068-030-135
Whyatt Nixon
140 Yellowstone Drive, Suite 110
Chico CA 95973
530-809-1315
Jim Teresi
4 Belden Court
Oroville CA 95966
x
1 parcel with an existing
Wesley Gilbert
N/A
3BR house and an existing 2 BR house each with their own working septic systems. Verifying soil for parcel split.
X
X
X
X
5 5-100-5
24
x
x
x
Site Evaluation TrakIt #:
Page 2
Update: January 28, 2015
AADDDDIITTIIOONNAALL TTEESSTTIINNGG
N/A, no additional testing required for completion of this evaluation
Additional test holes required (Site Evaluation cannot be completed until this task performed)
Percolation testing required (Site Evaluation cannot be completed until this task performed)
Seasonal groundwater monitoring required (Site Evaluation cannot be completed until this task performed)
(After additional testing has been completed, attach RREESSUULLTTSS.)
EEVVAALLUUAATTIIOONN RREESSUULLTTSS
Wastewater System Type
Standard Gravity Non-Standard Gravity Pressure Distribution
Subsurface Drip Supplemental Treatment Disinfection Disinfection
Dispersal System Requirements
Application Rate ____ gpd/ft2 based on: Soil texture Percolation rate Soil data from original map
Minimum vertical separation __________ inches
Depth of curtain drain __________ inches N/A, curtain drain not required
Special Design Considerations/Comments
____________________________________________________________________________________
____________________________________________________________________________________
____________________________________________________________________________________
Determination when Designer Required
I have determined that an onsite wastewater sys-
tem for this site can be designed and approved
meeting the requirements of Butte County Code
Chapter 19 and the Butte County On-Site
Wastewater Manual provided the design parame-
ters specified in this Site Evaluation are utilized.
System Designer Date
I have reviewed this site in conjunction with the
Certified Designer and concur with the Designer’s
assessment as certified above.
Environmental Health Specialist Date
Determination when Designer Not Required
I have determined that an onsite wastewater system for
this site can be designed and approved meeting the
requirements of Butte County Code Chapter 19 and the
Butte County On-Site Wastewater Manual provided the
design parameters specified in this Site Evaluation are
utilized.
Environmental Health Specialist DateThis section completed by Environmental Health Staff or Certified Designer Note: This Site Evaluation may be invalidated should one
of the following occur: (1) The type of use will be differ-
ent than what was indicated in this application, (2) Site
conditions are altered, adversely impacting the drainfield
or reserve areas, or (3) New information becomes availa-
ble clearing indicating the that findings or conclusions of
the Site Evaluation were incorrect and an adverse impact
to water quality or public health would result if the evalu-
ation was not altered or invalidated.
24"
0.6
N/A
x
x
x
Replacement of existing septic systems would require the use of a mound system in order to acheive the minimum vertical separation.
1/30/2025
± ± ± ± 1/30/2025
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
12-6-24
1
0-1"Organics Br/R gr L M vf-f 0-5
1-24"C/L Br/R gr L M vf-m 0-5
24-30"S/C/L O/G bk Fr M none 15-20
24"
x24"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
12-6-24
2
0-1"Organics Br/R gr L M vf-f 0-5
1-18"C/L Br/R gr L M vf-m 0-5
18-36"S/C/L O/G bk Fr M vf-f 10-15
18"
x18"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
12-6-24
3
0-1"Organics Br/R gr L M vf-f 0-5
1-12"C/L Br/R gr L M vf-c 0-5
12-36"S/C/L O/G bk Fr M vf-f 10-15
12"
x12"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
12-6-24
4
0-1"Organics Br/R gr L M vf-f 0-5
1-12"C/L Br/R gr L M vf-m 0-5
12-48"S/C/L O/G bk Fr M vf-f 10-15
12"
x12"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
12-6-24
5
0-1"Organics Br/R gr L M vf-f 0-5
1-24"C/L Br/R gr L M vf-m 0-5
24-48"S/C/L O/G gr Fr M none 5-10
24"
x24"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
1-30-25
6
0-1"Organics Br/R gr L M vf-f 0-5
1-22"C/L Br/R gr L M vf-m 0-5
22-30"S/C/L O/G gr Fr M none 5-10
22"
x22"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
1-30-25
7
0-1"Organics Br/R gr L M vf-f 0-5
1-22"C/L Br/R gr L M vf-m 0-5
22-30"S/C/L O/G gr Fr M none 5-10
22"
x22"
Soil Mantle
Project:
Trakit No: Date of Analysis:
Update: July 27, 2010
Test Hole Designation:
Depth Texture Color Structure Consistency Moisture Roots % Gravel
Depth to mottling: None observed
Depth to limiting layer: : Groundwater Mottling Restrictive Layer Excessively Drained
Comments:
Key to Abbreviations
Texture
S----- Sand
Si---- Silt
C----- Clay
L----- Loam
Dr---- Decomposed
rock (specify)
Color
Br---- Brown
R----- Red
Y----- Yellow
O ---- Olive
G----- Gray
Structure
gr----- Granular
bk---- Blocky
p------ Platey
mass- Massive
Consistency
L----- Loose
Fr---- Friable
F----- Firm
VF--- Very firm
S----- Solid (refusal)
Moisture
Dr---- Dry
M----- Moist
S----- Saturated
Se--- Seepage
Roots
vf---- Very fine
f------ Fine
m---- Medium
c----- Course
Form SM
2001 - 4 Belden Court - APN 068-030-135
1-30-25
8
0-1"Organics Br/R gr L M vf-f 0-5
1-34"C/L Br/R gr L M vf-m 0-5
34-42"S/C/L O/G BK Fr M vf-f 5-10
34"
x34"