HomeMy WebLinkAbout040-030-074 EHS24-0238 SITE PLAN PDFSSTTAANNDDAARRDD GGRRAAVVIITTYY SSYYSSTTEEMM
DDEESSIIGGNN FFOORRMM
Update: September 12, 2014
Staff Use Only
Date Received: __________
Staff: __________________
A design will be reviewed when this form and the design drawings are submitted with an On-Site
Wastewater System Construction Permit application and fees are paid.
Parcel Identification
APN #: ______________________________
______________________________________
Applicant Name
______________________________________
Parcel Address
______________________________________
City State Zip
______________________________________
Subdivision Name/Division/Block/Lot
TrakIt #: ______________________________
______________________________________
Designer Name
______________________________________
Designer Mailing Address
______________________________________
City State Zip
______________________________________
Designer Telephone Number
Design Parameters
Dispersal Type: Drainrock Chamber
Polystyrene
Number of Bedrooms _____________
Daily Flow (gpd) __________gpd
Septic Tank Capacity ___________gal
Application Rate ________gpd/ft2
Designed Vertical Separation ________inches
Ground Slope in Drainfield Area __________ %
Drainfield Square Footage __________
Trench Width _____ inches
Total Lineal Trench Length _________ ft
Trench Depth _____ inches
Depth of Fill over
Drainfield (if applicable) _____ inches
Curtain Drain Depth (if applicable) _________ f
Certification of Design
The undersigned Certified Installer or Certified Designer (circle one) has submitted this design based
observed site conditions as shown on this design form and the drawings attached thereto.
_________________________________________
System Designer Date
The undersigned has reviewed this design on behalf of Butte County Public Health Department and
determined it to be in compliance with state and local on-site regulations and ordinances.
_________________________________________
Environmental Health Specialist Date
Caution: This design approval is only valid when all the following conditions are met:
The design is stamped “Approved” by Butte County Public Health Department
The Wastewater Construction Permit has not expired; the Permit Expiration Date is 2 years from the date of issuance
The system is installed by a certified installer or homeowner authorized by the Butte County Public Health Department
Drainfield site conditions have not been altered to adversely affect conditions of design approvalThis section completed by Certified Installer or Designer This section completed by EH Form DG
Barracks, Temporary RVs and Fire House
23 residents + 33 employees
040-030-074
255 Shoreline Drive, Suite 200
Redwood City CA 94065
Ironwood Commercial Builders, Inc.Dale Leda
650.482.6457N/A
2741 Cramer Lane
Chico CA 95928
12 max5
2,897
1,500 + 5000 = 6,500
0.6
4,828
1,610
36
36 max
36 inch
x
N/A
8/12/2024
Update: September 12, 2014
WASTEWATER SYSTEM DESIGN CHECKLIST
Owner’s name
Assessor’s Parcel Number
North arrow
Property lines
Any relevant site features such as cliffs, cut banks, irrigation canals, springs, rock outcrop, landslide areas, drainage ways, etc. within 200 ft of
the primary and repair dispersal areas
Any existing and/or proposed site improvements, such as buildings, pools, driveways, parking areas, easements, waterlines, etc. (please
specify whether existing or proposed)
Existing wastewater dispersal areas, if present
Location and dimensions of designated primary and repair wastewater dispersal areas
Test hole locations from Site Evaluation
Existing and proposed wells within 200 ft of the primary and repair dispersal areas and neighboring wells within 100 ft of property lines
Location and orientation of curtain drain
Direction of slope in primary and repair dispersal areas
Dispersal field orientation and layout
Trench/bed dimensions and critical distances within layout
D-Box/“T”/“L” locations
Septic tank/pump chamber location
Observation port location
Scale of drawing shown on scale bar
Cross Section Drawings:
Dispersal trench
Observation port
Capping fill, if applicable
Curtain drain, if applicable
Note: Designer may use form attached for design drawing or may attached drawing on separate page, provided the elements
identified in this checklist are included. This section completed by Certified Installer or DesignerSee C100, C300, and C500
N/A
C500
C500 & C601
C500
N/A
C500
C500
C500 & C600
C500 & C600
C500
C600
C600
N/A
N/A
C100
Update: November 8, 2010
Capping fill, if applicable
Curtain drain, if applicable
Site is at the corner of Potter Road and Skyway just outside of Chico, California.
USDA Forest Service
Justine Zeni 530-283-7872
2741 Cramer Ln, Chico CA 95928
0 0 0 0 034 47 N/A
SEE FOLLOWING PAGES FOR
SHEETS RELATED TO
ONSITE SEPTIC DESIGN
24"X36"
1" = 30'scale
30 0 30
feet
60
EXISTING CONDITIONS LEGEND EXISTING CONDITIONS NOTES
”
”
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.REVISION / ISSUE
OFSHEET
United States Department of Agriculture
Forest Service
PACIFIC SOUTHWEST REGION
CHICO SEED ORCHARD
WORK CENTER
PLUMAS
REGION 5 PSW
NATIONAL FOREST
REGION 5
07/18/2024
NB
BW
SR
12970223R0008
7901 Stoneridge Drive,
SUITE 360
PLEASANTON, CA 94588
(925) 396-7700
www.bkf.com
EXISTING CONDITIONS
C100
1 EH SEPTIC SUBMITTAL 8/12/2024
1" = 30'scale
30 0 30
feet
60
SITE UTILITY NOTES
DB
SITE UTILITY LEGEND
SITE UTILITY KEYNOTES
FDC
DB
DB
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.REVISION / ISSUE
OFSHEET
United States Department of Agriculture
Forest Service
PACIFIC SOUTHWEST REGION
CHICO SEED ORCHARD
WORK CENTER
PLUMAS
REGION 5 PSW
NATIONAL FOREST
REGION 5
07/18/2024
NB
BW
SR
12970223R0008
7901 Stoneridge Drive,
SUITE 360
PLEASANTON, CA 94588
(925) 396-7700
www.bkf.com
SITE UTILITY PLAN
C300
1 EH SEPTIC SUBMITTAL 8/12/2024
DB
DB
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.REVISION / ISSUE
OFSHEET
United States Department of Agriculture
Forest Service
PACIFIC SOUTHWEST REGION
CHICO SEED ORCHARD
WORK CENTER
PLUMAS
REGION 5 PSW
NATIONAL FOREST
REGION 5
07/18/2024
NB
BW
SR
12970223R0008
7901 Stoneridge Drive,
SUITE 360
PLEASANTON, CA 94588
(925) 396-7700
www.bkf.com
1" = 30'scale
30 0 30
feet
60
SITE SEPTIC PLAN
C500
1 EH SEPTIC SUBMITTAL 8/12/2024
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.REVISION / ISSUE
OFSHEET
United States Department of Agriculture
Forest Service
PACIFIC SOUTHWEST REGION
CHICO SEED ORCHARD
WORK CENTER
PLUMAS
REGION 5 PSW
NATIONAL FOREST
REGION 5
07/18/2024
NB
BW
SR
12970223R0008
7901 Stoneridge Drive,
SUITE 360
PLEASANTON, CA 94588
(925) 396-7700
www.bkf.com
’
’
SITE SEPTIC DETAILS
C600
1 EH SEPTIC SUBMITTAL 8/12/2024
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.REVISION / ISSUE
OFSHEET
United States Department of Agriculture
Forest Service
PACIFIC SOUTHWEST REGION
CHICO SEED ORCHARD
WORK CENTER
PLUMAS
REGION 5 PSW
NATIONAL FOREST
REGION 5
07/18/2024
NB
BW
SR
12970223R0008
7901 Stoneridge Drive,
SUITE 360
PLEASANTON, CA 94588
(925) 396-7700
www.bkf.com
SITE SEPTIC DETAILS
C601
1 8/12/2024EH SEPTIC SUBMITTAL
ONSITE SEPTIC SYSTEM CALCULATIONS
Chico Seed Orchard Work Center
Plumas National Forest
Chico, CA
BKF Job No: 20231823-10
August 2024
Project Address:Potter Rd and Skyway, Chico CA
BKF Job No:20231823-10
Date:8/9/2024
Calcs By:DJP
Soil Investigation Observation:
Soil Group C
Number of Users:
(1) Fire House=
Peak Flow:
Building Facility Unit Quantity Peak Flow
(gal/unit/day)
Total Peak
Flow (gal/day)
Fire House Office1 Employee 33 16 528
Fire House Shower
Fixtures Fire House Shower2 Fixture 4 17.2 69
Σ =597
Septic Tank:
Fire House Septic Tank sized for (2) x peak daily flow or 1500 gal minimum
Min Tank Volume Req (gal)=597
Selected Tank Volume (gal)=1500
Min Tank Volume Req = 1,500 gal
Required Septic Percolation Application Area Sizing
A = Q/R 2016 Butte County Onsite Systems Manual
Q (gal/day) =597 Q= Peak Daily Flow (gal/day)
R (gal/day/ft^2) =0.6 Wastewater Application Rate for Soil Group C Weak Structure
A (ft^2) =995 Required Infiltrative Area
Leach Line Length SizingL = A/(A L )2016 Butte County Onsite Systems Manual
A (ft^2) =995 Required Infiltrative Area
AL (ft^2/ft) =3 Area per linear foot of trench for 36" wide trench
L (ft) =332 Total length of leach line required for primary field
*Provide space for reserve system equal to 100% of the length required for the primary system
Onsite Septic System CalculationsChico Seed Orchard Work Center
Soil investigation performed on 04/23/2024. Observed sandy clay loam with weak structure
and no restrictive layers in primary drainfield area pits P1 and P2. Observed sandy clay loam
with weak structure and consolidated restricted soil layer at 36" depth in expansion
drainfield area pits P3 and P4.
1Fire house daily water usage to match office usage for 25 employees. Flow data from the 2002 US EPA Onsite
Wastewater Treatment Systems Manual (Table 3-4)
2Four showers are provided as part of the fire station. Assumed daily usage by 4 person fire crew. Flow data from the
2002 US EPA Onsite Wastewater Treatment Systems Manual (Table 3-3)
25 office employees not living on site, plus 8 additional seasonal employees (
not living onsite)
Fire House Facilities
Project Address:Potter Rd and Skyway, Chico CA
BKF Job No:20231823-10
Date:8/9/2024
Calcs By:DJP
Soil Investigation Observation:
Soil Group C
Number of Users:
(3) Barracks=6 occupants each; 18 total occupants
(5) Temporary RV=1 occupant per RV
Peak Flow:
Building Facility Unit Quantity Peak Flow
(gal/unit/day)
Total Peak
Flow (gal/day)
Barracks Boarding House1 Person 18 100 1800
Temp RV Recreational Vehicle Park2 Occupant 5 100 500
Σ =2300
Septic Tank:
Barracks + RV Septic Tank sized for (2) x peak daily flow or 1500 gal minimum
Min Tank Volume Req (gal)=2300
Selected Tank Volume (gal)=5000
Min Tank Volume Req = 2 * Peak Daily Flow
Required Septic Percolation Application Area Sizing
A = Q/R 2016 Butte County Onsite Systems Manual
Q (gal/day) =2300 Q= Peak Daily Flow (gal/day)
R (gal/day/ft^2) =0.6 Wastewater Application Rate for Soil Group C Weak Structure
A (ft^2) =3833 Required Infiltrative Area
Leach Line Length SizingL = A/(A L )2016 Butte County Onsite Systems Manual
A (ft^2) =3833 Required Infiltrative Area
AL (ft^2/ft) =3 Area per linear foot of trench for 36" wide trench
L (ft) =1278 Total length of leach line required for primary field
*Provide space for reserve system equal to 100% of the length required for the primary system
2Temporary RV Trailer daily water usage to match recreational vehical parks with individual water sewer hookups. Flow
data from the 2016 Butte County Onsite Systems Manual.
Onsite Septic System CalculationsChico Seed Orchard Work Center
Soil investigation performed on 04/23/2024. Observed sandy clay loam with weak structure
and no restrictive layers in primary drainfield area pits P1 and P2. Observed sandy clay loam
with weak structure and consolidated restricted soil layer at 36" depth in expansion drainfield
area pits P3 and P4.
1Barracks daily water usage to most closely match boarding house flow of 100 gpd per person. Flow data from the 2016
Butte County Onsite Systems Manual.
Barracks and RV Facilities
Approximate property
boundary per County
GIS portal.
Page 1 of 2
Page 2 of 2Site locationEnter site fromexisting gate onthe easternperimeter of theproperty.Accessible fromeither direction oftraffic onSkyway.