HomeMy WebLinkAbout007-230-014 EH-WWOP-26-0002 maint report 2026Site Address:
Owner:
Mailing:
Owners Phone:
Evaluator:for Hydrotec
TANK #1 (Gravity)
Tank Volume:Gals.7 Inches
X Yes No X Good Fair Poor
High X Normal Low
X Good Fair Poor
X Yes No N/A Scum:0 Inches Sludge:11 Inches
X Yes No N/A Scum:0 Inches Sludge:7 Inches
X Good Fair Poor N/A
X Yes No Yes X No
TANK #2 STEP
Tank Volume:Gals.15 Inches
X Yes No X Good Fair Poor
High X Normal Low
X Good Fair Poor
X Yes No N/A Scum:0 Inches Sludge:6 Inches
X Yes No N/A Scum:0 Inches Sludge:4 Inches
X Good Fair Poor N/A
Yes X No Yes X No
X Yes No
Yes No Good Poor
X Yes No Alarms: Audible Visual
EC ETM HLA OVR
Yes X No
Hydraulic Load Test:Excellent Good
Poor X
X Dry Ponding N/A
Yes X No Yes X No
Yes X No Yes X No
Yes X No Yes X No
Comments and System Map on Back ]HS,I-STEP8/11
Inlet Tee:
Outlet Tee:
Baffle Condition:
Pumping Required:
Pump, Vault & Filter Cleaned?
Liquid Operating Level:
Access Risers:
Tank Material:Concrete
Condition:
Structural Condition:
R. Belcher
530-224-2800
Down Slope Seepage:
Saturated Field:
Multiple Systems:
Pump:
1120Pump:33483
Piezometers:
FAILURE Not Applicable
Running AMPS:Running Voltage:
1500 Depth to Access Lid:
HYDROTEC SOLUTIONS
P.O. Box 7908, Chico, CA 95927
(530) 891-4420, FAX: (530) 891-4426
Residential Supplemental Treatment Onsite System Evaluation and Maintenance Report
715 Park View Ave. #1, Redding, CA 96001
# Occupants:
4229 Caballo Wy, Chico, CA 95973
S.T.E.P. System
Eval. Date:
Barbara White
12/2/25
All Floats Operating?
Satisfactory
Pressure Dosed
10.7 119.8
Marginal
N/A
Graywater:
Surfacing Effluent:
Bacteria Action:
836:56:00
Type of Filter:
Control Panel:
Well on Property:Effluent Line D.Valve:
Type of Absorption Field:
Tank was Cleaned:
Tank was Cleaned:
Inlet Tee:
Outlet Tee:
Baffle Condition:
Pumping Required:
1500 Depth to Access Lid:
Access Risers:Condition:
Liquid Operating Level:
Tank Material:Concrete Structural Condition:
SEPTIC TANK:
ABSORPTION TRENCHES:
Evaluator Signature Date:
N l
x < Panel
C D
A R 15'
B I
A V
L E O I O O I P < STEP
L W 11'^GRAVITY 27'
O A
Y
HOME
W
A
Y u
l Piezos
4229 Caballo Wy.
HS,I-STEP11/19
SHED
PATIO
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FIELD
LOCATION OF SEPTIC TANK & ABSORPTION FIELD
This onsite wastewater treatment and disposal system evaluation report is a true and complete record of the onsite waste-
water treatment and disposal system on the date of the evaluation. No warranty is given or implied regarding the remaining
12/2/25
I certify that this onsite wastewater treatment and disposal system evaluation report reflects conditions observed on the
parcel (s) during the routine maintenance of the onsite wastewater treatment and disposal system.
R. Belcher
PARCEL ADDRESS:
The #3 & #4 laterals are packed with sand and could not flush, suggest
COMMENTS / OBSERVATIONS
time.
life of this system.
There is some exposed aggregate in both tanks. We found no other problems at this
hydrojetting. We found no other problems at this time.
ALL FLUSHOUTS