HomeMy WebLinkAbout113 Conger Mesa Rd - 168906101002
August 22th, 2019
Mr. Richard Galloway
3845 Jersey Street
Denver, CO. 80237
RE: Final approval of the: Septic System Installation, OWTS-016169-2019 Property location: 113
& 87 Conger Mesa Rd. Eagle County Area.
Mr. Galloway:
This letter is to inform you that the above-referenced, OWTS-016169-2019 permit, has been
inspected and finalized. This OWTS permit was approved and sized to serve a total of four (4)
bedrooms.
Additional information about the maintenance your septic system needs can be accessed
through our website links, provided on the Environmental Health Department’s septic system
resource page.
Be aware that changes in the use of your property or alterations of your building may require
commensurate changes to, or relocation of, your septic system . Landscape features, trees with
tap roots, irrigation systems and parking areas above the soil treatment area can cause
premature system failure. It is equally important that you notice and immediately repair
dripping faucets and hissing toilets as this will certainly cause the system to fail.
If you have any questions regarding this information, please contact us at (970) 328-8755 and
reference the OWTS septic permit number.
Best Regards,
Giovanna Harkay.
Administrative Fiscal Tech IV
Attachments: Certification Letter and Design – Septic System Flyer – Final Letter
PUBLIC HEALTH & ENVIRONMENT
(970) 328-8755
FAX: (970) 328-8788
Environment@eaglecounty.us
15126704.171FND 2" ILLEG15116709.803511 FND 5BAR NO CAP15026699.230502 FND GLO 2.5"30006697.982TOP IRR PIPE ELBOW30016698.083TOP IRR PIPE EAST30026698.096SEPTIC APPROX EXIST30036699.239NG30046701.246BCOR30056699.555WALL BOT30066700.554NG30076700.652NG30086701.296NG30106704.491BCOR30116702.558RR TIE 25OFF30126703.024RR TIE 17OFF30136703.699NG30146703.209NG30156704.119NG30166704.957NG30176706.306NG30186706.429CHLNK POST30196706.512CHLNK POST30206705.054BEG INFILT30216705.730CL END TEST130226705.232CL END TEST130236702.694CL END TEST230246702.794CL END TEST230256706.675CHLNK POST COR30266707.679CHLNK POST COR30276706.000BM 6706 PT51730286707.062CHLNK POST30296707.410CHLNK POST30306707.324TANK LID NG30316707.619TANK LID NG30326707.2184" CO30336707.140PROPANE CL END30346706.384PROPANE CL END30356706.977LP POL30366707.624LP POL30376708.616LP AT BCOR30386708.778BCOR30396707.164BCOR30406705.206BCOR30416705.499AC30426705.672AC30436705.073CHLNK POST COR30446706.014PP30456706.977PP30466707.256WV30476706.523APPROX TANK EXIST30486705.740APPROX DRY WELL30496707.822TL PED30506713.561BCOR30516708.713BCOR 20OFF GO EAST30526709.698WELL30536710.449WELL30546710.754WELL30556710.785WELLSEPTIC RECORD DRAWINGBROCK CIVIL, LLCPO BOX 3644EAGLE, COLORADO 81631OFFICE (970) 471-2121vern@brockcivil.comSS1
SHEET
SEPTIC RECORD DRAWING EAGLE COUNTY, CO87 CONGER MESA RDPN: 1689-061-01-002RICHARD GALLOWAYN
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15126704.171FND 2" ILLEG15116709.803511 FND 5BAR NO CAP15026699.230502 FND GLO 2.5"30006697.982TOP IRR PIPE ELBOW30016698.083TOP IRR PIPE EAST30026698.096SEPTIC APPROX EXIST30036699.239NG30046701.246BCOR30056699.555WALL BOT30066700.554NG30076700.652NG30086701.296NG30106704.491BCOR30116702.558RR TIE 25OFF30126703.024RR TIE 17OFF30136703.699NG30146703.209NG30156704.119NG30166704.957NG30176706.306NG30186706.429CHLNK POST30196706.512CHLNK POST30206705.054BEG INFILT30216705.730CL END TEST130226705.232CL END TEST130236702.694CL END TEST230246702.794CL END TEST230256706.675CHLNK POST COR30266707.679CHLNK POST COR30276706.000BM 6706 PT51730286707.062CHLNK POST30296707.410CHLNK POST30306707.324TANK LID NG30316707.619TANK LID NG30326707.2184" CO30336707.140PROPANE CL END30346706.384PROPANE CL END30356706.977LP POL30366707.624LP POL30376708.616LP AT BCOR30386708.778BCOR30396707.164BCOR30406705.206BCOR30416705.499AC30426705.672AC30436705.073CHLNK POST COR30446706.014PP30456706.977PP30466707.256WV30476706.523APPROX TANK EXIST30486705.740APPROX DRY WELL30496707.822TL PED30506713.561BCOR30516708.713BCOR 20OFF GO EAST30526709.698WELL30536710.449WELL30546710.754WELL30556710.785WELLSEPTIC SITE PLANBROCK CIVIL, LLCPO BOX 3644EAGLE, COLORADO 81631OFFICE (970) 471-2121vern@brockcivil.comSS1
SHEET
SEPTIC SITE PLAN EAGLE COUNTY, CO87 CONGER MESA RDPN: 1689-061-01-002OLD DOG PARCELN
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Professional Services
March 24, 2019
McCoy (Old Dog) Septic
87 Conger Mesa Road
Eagle County, CO
PN 1689-061-01-002
DESIGN CALCULATIONS FOR SEPTIC SYSTEM
REFERENCES
Eagle County Public Health Agency On-Site Wastewater Treatment System Regulations effective August 24, 2018
(“Regulations”).
Colo. Dept. of Public Health and Environment Regulation #43 5 CCR 1002-43.
DESIGN FLOWS
Number of bedrooms = 4
Number of persons per bedroom = 2 (design flow)
Single Family Residential Design Flows = 75 gallons/day/person
Q design = 4 bdrms x 2 persons/bdrm x 75 gallons/person/day = 600 gpd
SOILS PROFILE (Visual and tactile investigation):
Profile Holes (2) Textural Classification
0.0 to 1.0 ft Topsoil with heavy organics
1.0 to 8.0 ft Layers of silty sand and sand, single grain, structureless (USDA)
No groundwater. No mottling of soils in the profile holes to indicate that the highest seasonal water surface would impact the
treatment area. No layers or interfaces that will interfere with effluent movement.
PROFILE HOLES: Visual and tactile evaluation of the treatment soil indicates silty sand and sand with a percolation rate of
7-12 Minutes/Inch.
INFILTRATOR CHAMBER SYSTEM IN SERIAL TRENCH DISTRIBUTION
Given this information, the new home would be best served by a chamber system in serial trench distribution.
Treatment Level 1 Effluent: Per Table 6-3: 10-3.
Surface of Soil Treatment Area (STA) shall be based on LTAR and not the percolation rate.
Soil Treatment Area = Design Flow (gals/day)/LTAR gal/day/SF.
Long Term Acceptance Rate (LTAR) is calculated as follows:
·Silty Sand. According to Table 10-1, the LTAR is estimated to be 0.80 Gal/day/SF. Other checks were made to confirm this
is reasonable.
·Design Flow = 600 GPD/ 0.80 G/day/sf x (0.7) (Table 10-3) = 525 SF.
·Using Standard Quick 4 Infiltrators; 525 SF/12 sf per Infiltrator = 44 Infiltrators.
·Trench shall be (2) runs of (22) Infiltrators, TOTAL (44), Infiltrators 10 ft on center.
·Valley Precast 1,250 gallon tank with over flow audible and visual alarm.
·Chamber Product to be Infiltrator Systems, Inc. “Quick 4” Standard Chambers.
SEPTIC TANK: For a maximum 4 bedroom residential structure, Minimum Tank Capacity is 1,250 gallons in the first 2
chambers, and meets a minimum 48 hours of retention. Proposed Valley Precast Tank: Inlet side 843 gallons, Outlet 416 gallons.
Water tightness per Section 9, ASTM C 1227-12.
INSTALLATION
Install all components to the required setbacks required by regulations. No over excavation allowed for septic tank or trenches.
CHAMBER TRENCH CONSTRUCTION: Install chambers onto each undisturbed trench (approx) 3 ft X 88 ft bed level., in
(2) runs of (22) chambers. Backfill the chambers and all voids between with native Sandy Loam (no cobbles) to top of chambers.
TOP SOIL CONSTRUCTION: Back fill over chambers with 12 inches of high organic top soil and reseed to native
vegetation. Do not compact top soil!
SEPTIC TANK & PIPE CONSTRUCTION: Install septic tank level with 5" sand gravel bedding. Install the delivery pipe
from the residence to the septic tank 2% slope, Schedule 40 PVC (ASTM D 2665) or SDR 35. Insulate under driveway or any
parking area with 2” rigid insulation. Septic tank to have risers brought to or above final grade and shall have a secure locking
mechanism.
ALARM: A visual and audible alarm shall be incorporated into the controls and electrical connections. Alarm to be in an
open area or area easily visible.
NOTES:
1.The building sewer line from the house to the septic tank shall have a slope of ¼ inch per foot (2%). Bends in the building
sewer shall be limited to 45 degrees.
2.All connections of an existing sewer pipe and a new pipe shall be with a Shear Guard Fernco fitting.
3.Use topsoil for vegetative cover.
4.Assemble and install the Infiltrator Chambers in the trenches according to the manufacturer's recommendations.
5.Avoid vehicle traffic, animal concentrated loads and irrigation over the system. Fencing advised.
6.The Septic System Installation shall be inspected by the Design Engineer prior to backfill.
7.All installations shall meet the rules and regulations of the Eagle County Environmental Health Department.
8.Electrical requirements of alarm to be determined by Electrical Contractor prior to construction. In general, all electrical to
be 24” below grade.
9.The Bio effluent screen shall be installed at outlet tee and maintained annually or as needed.
10.Pump septic tank every 2-3 years minimum to prevent deterioration of concrete.
11.Installer must be licensed installer in eagle county; see permit.
MINIMUM DIMENSIONS TO FACILITIES
ACTUAL (MIN. REQ'D)
SEPTIC TANK TO BUILDING 30 FT (5 FT)
SEPTIC TANK TO WATER LINE 20 FT (10 FT)
SEPTIC TANK TO ABSORPTION BED 70 FT (10 FT)
ABSORPTION BED TO WELL SPRING 100 FT (50 FT)
ABSORPTION BED TO BUILDING (COMM CENTER) 45 FT (20 FT)
ABSORPTION BED TO WATER LINE 90 FT (25 FT)
ABSORPTION BED TO IRRIGATION N/A (50 FT)
ABSORPTION BED TO PROPERTY LINE 50 FT (10 FT)
BUILDING SEWER TO WATER LINE 10 FT (10 FT)
SEPTIC TANK TO SPRING, WELL 55 FT (50 FT)
BUILDING SEWER TO SPRING, WELL See SS2.4 (50 FT)
See 43.7, Table 7-1 for further information and requirements if changes are made to assure proper clearances.
20% CLAY
60% SAND
=SAL
135"
56"53"
4"
5"
Flexible
Boot
Butyl Rubber
Sealant
130"
Top
View
Section
View
68"
60"
49"
19"19"19"
20" Clear Access
TANK
ID
·
·
·
·
·
·
·
·
·
·
·
·
·
BIO FILTER
1,250 GAL SEPTIC TANK FIBERGLASS
RISERS TO GRADE
W/ TAMPER PROOF
LIDS -TYP.
ELEV. 102.0
NOTICE: SEPTIC TANK IS NOT TRAFFIC RATED!!
ELEV 99.7
INVERT IN: 100.0
INFILTRATOR SYSTEMS INC.
QUICK4 STANDARD CHAMBER
INSPECTION PORT
48"34"
12"
(EFFECTIVE)
16
8.0
12"
34"
QUICK4 STANDARD MULTIPORT END CAP
52"
e
KJB
BCP
Option A: CHAMBER RISER TO GRADE Option B: INSTALLATION WITH VALVE BOX
QUICK4 CHAMBER
INSPECTION PORT
TYPICAL INSTALLATION DETAIL
(Not to Scale)
4" PVC PIPE CUT TO FIT
SMALL VALVE COVER BOX OR
IRRIGATION VALVE BOX AT GRADE
ATTACH CAP OR THREADED
CLEANOUT ASSEMBLY
COMPACT SOIL BASE
TO SUPPORT BOX
ATTACH CAP OR THREADED
CLEANOUT ASSEMBLY
USE HOLE SAW
TO CUT OUT
PRE-MARKED CIRCLE
4" PVC PIPE CUT TO FIT
REST 4" PVC PIPE ON TOP OF
INSPECTION PORT SEAT.
SECURE IN PLACE WITH A
DRYWALL SCREW
USE HOLE SAW
TO CUT OUT
PRE-MARKED CIRCLE
REST 4" PVC PIPE ON TOP OF
INSPECTION PORT SEAT.
SECURE IN PLACE WITH A
DRYWALL SCREW
QUICK4 STANDARD
e
BCP
TOPSOIL
ESTABLISH VEGETATIVE COVER
12"-16"
MOUND FOR PROPER DRAINAGE
6"-11"
NATIVE BACKFILL
9" MINIMUM
18" MAXIMUM
COVER
INFILTRATOR SYSTEMS, INC :
LEVEL OF INFILTRATION
INFILTRATOR SYSTEMS
CHAMBER
36"
22"-34"
NJ_HC_T_X_FZD.DWG
PLACEMENT OF FILL MATERIAL WITHIN ZONE OF DISPOSAL
34"TANK
SEPTIC
QUICK 4 STANDARD CHAMBER
SLOPE
HIGH LEVEL
OVERFLOW
INFILTRATOR SYSTEMS INC.
QUICK4 CHAMBER
SAME END SERIAL DISTRIBUTION
TRENCH DETAIL
(PLAN VIEW)
NOT TO SCALE
NATIVE
8' MIN.
NOT TO SCALE
07/16/2013EMB
1 of 1DFH
Drawn by:
INFILTRATOR SYSTEMS INC.
4 Business Park Rd. Old Saybrook, CT 06475
(800) 221-4436
Scale:Checked by:Sheet:
Date:
INFILTRATOR®
systems inc .
QUICK4 PLUS STANDARD LOW PROFILE
CHAMBER SERIAL DISTRIBUTION TYPICAL
DETAIL SECTION VIEW
9"
36" TRENCH
INFILTRATOR SYSTEMS INC.
QUICK4 PLUS STANDARD LOW PROFILE CHAMBER
SERIAL DISTRIBUTION TYPICAL DETAIL
SECTION VIEW
(NOT TO SCALE)
4" PVC
ESTABLISH VEGETATIVE COVER
NATIVE BACKFILL (TYP.)
CONNECT AT END
OF CHAMBER ROWBOTTOM OF TRENCH
ELEVATION PER
PLAN
*NUMBER OF ROWS DETERMINED BY DESIGN
AND CENTER TO CENTER SPACING PER CODE.
INLET AT 3.3"
SIDE PORT
FROM SEPTIC
TANK
TO NEXT
TRENCH
ALARM SETTING TO PREVENT OVERFLOW
UNDISTURBED
MIN TO ANY LIMITING LAYER
95.5
95.0
4' MAX
SEPTIC TANK
RUBBER
BOOT/SS
CLAMP
4" SDR 35
CONVEYANCE PIPE
6" SCHEDULE 40
ENCASEMENT PIPE
TAR SEALANT
@ CAP ENDS
(CHRISTIES)
DOUBLE SWEEP CLEANOUT
HOUSE PLUMB
SHEET NOTES:
1. INSTALL ENCASED SCH 40 SEWER PIPE BETWEEN HOUSE AND
SEPTIC, FULL EXTENTS, OR 50 FT. FROM WELL.
2. ENCASEMENT IN ACCORDANCE WITH SECTION 603, I.P.C. AND REG
43, TABLE 43.7, NOTE #2.
ENCASEMENT DETAIL
NTS
Claire Lewandowski <claire.lewandowski@eaglecounty.us>
52 McCoy Rd Septic System
6 messages
Claire Lewandowski <claire.lewandowski@eaglecounty.us>Thu, Feb 28, 2019 at 4:39 PM
To: arlan2@centurylink.net
Cc: Colleen Wirth <colleen.wirth@eaglecounty.us>, environment@eaglecounty.us
Hi Arlan,
I work with Eagle County Environmental Health and I am reviewing the building permit submitted for 52 McCoy Rd on behalf of our department.
From the assessor's records you provided, this building was built in 1950, so it is not much of a surprise that I could not locate a septic system record associated with this parcel or particular building. Before I
can sign off for our department, I need to confirm what is installed to serve the buildings wastewater disposal, and if it is functioning as designed. Have you had an inspection done of the system and do you
have records the inspection, it's conditions, and of it being pumped recently?
Please call or email.
Thank you,
Claire
--
Claire Lewandowski, REHS
Environmental Health Specialist III
970-328-8747
www.eaglecounty.us
Mail Delivery Subsystem <mailer-daemon@googlemail.com>Thu, Feb 28, 2019 at 4:39 PM
To: claire.lewandowski@eaglecounty.us
Message not delivered
There was a problem delivering your message to
arlan2@centurylink.net. See the technical details below, or try
resending in a few minutes.
The response from the remote server was:
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---------- Forwarded message ----------
From: Claire Lewandowski <claire.lewandowski@eaglecounty.us>
To: arlan2@centurylink.net
Cc: Colleen Wirth <colleen.wirth@eaglecounty.us>, environment@eaglecounty.us
Bcc:
Date: Thu, 28 Feb 2019 16:39:41 -0700
Subject: 52 McCoy Rd Septic System
Hi Arlan,
I work with Eagle County Environmental Health and I am reviewing the building permit submitted for 52 McCoy Rd on behalf of our department.
From the assessor's records you provided, this building was built in 1950, so it is not much of a surprise that I could not locate a septic system record associated with this parcel or particular building. Before I
can sign off for our department, I need to confirm what is installed to serve the buildings wastewater disposal, and if it is functioning as designed. Have you had an inspection done of the system and do you
have records the inspection, it's conditions, and of it being pumped recently?
Please call or email.
Thank you,
Claire
--
Claire Lewandowski, REHS
Environmental Health Specialist III
970-328-8747
www.eaglecounty.us
Claire Lewandowski <claire.lewandowski@eaglecounty.us>Thu, Feb 28, 2019 at 4:45 PM
To: arlan2@centurytel.net
Cc: environment@eaglecounty.us, Colleen Wirth <colleen.wirth@eaglecounty.us>
[Quoted text hidden]
Arlan Moore <arlan2@centurytel.net>Fri, Mar 1, 2019 at 8:07 AM
To: Claire Lewandowski <claire.lewandowski@eaglecounty.us>
Hi Claire,
To my recollection, the tank was pumped out about ten years ago and has had minimal use since that time, as no one has ever lived there and there were only
occasional functions held in the building during that time.
When it was pumped, the tank appeared to be in good working order and there have been no subsequent problems.
I cannot locate any records for the pump-out, as the owner did not see the need to keep them.
I hope that this helps,
Arlan
[Quoted text hidden]
Claire Lewandowski <claire.lewandowski@eaglecounty.us>Fri, Mar 1, 2019 at 9:04 AM
To: Ray Merry <ray.merry@eaglecounty.us>
What do you think about this response? Should he get a NAWT inspection? A regular inspection, and possibly a NAWT inspection, won't be able to assess the functionality very well since it has not been
used in 10 years, but may show a need for updates, such as risers... Please advise on what I can require from Arlan prior to signing off on his permit.
[Quoted text hidden]
Ray Merry <ray.merry@eaglecounty.us>Fri, Mar 1, 2019 at 11:47 AM
To: Claire Lewandowski <claire.lewandowski@eaglecounty.us>
I’d probably not require a NAWT inspection but recommend it. Necessary information is what the tank capacity actually is, whether there are sanitary tees, what is the tank made of, whether there is cast iron
piping and how buried is the access. I’d explain that that NAWT inspectors can give him a sense of the likelihood of this system being able to serve the new home. Does he want a new home and
infrastructure that is imperative to work to allow occupancy that is 40 years old? Is he able to keep ungrounded wiring?
Ray Merry
Director of Environmental Health
[Quoted text hidden]
OWTS Design Plan Check List
(Revised: July, 2018)
BASE INFORMATION
Date; Owner; Site Address; Location map (if necessary); 43.4.B.3
Competent Technician; Designer; Applicant; Professional Engineer Seal (as applicable); 43.5.F.1
North Arrow; Graphic Scale; 43.5.G.3
Benchmark; 43.5.G.3
Brief description of home/facility and proposed use; 43.5.G.2
Existing property lines, utilities, right of ways, easements, wetlands, etc.; 43.5.G.3
SOIL/SITE INFORMATION
Location of the soil profile test pit excavations and percolation tests (if applicable); 43.5.F.1
Site contours or slope direction and percent slope; 43.5.F.1
Proposed elevation of infiltrative surface; relative to site benchmark or ground surface; 43.5.G.3
Setback distance to water supplies, surface water, and other physical features; 43.5.F.1
Date of soil testing; 43.5.F.1
Type of equipment used; 43.5.F.1
Soil description/Soil Type classification for each soil horizon: 43.5.F.1
o Graphic soil log of each excavation indicating
o Depth of the excavation
o Depth to a limiting layer (layer defined)
GENERAL PLAN REQUIREMENTS
Basis of design with calculations; flows, waste strength, etc.; 43.5.G.3
Location of all system components and distances to all health impact features; 43.5.G.3
Scaled plan view of all system components; each accurately labeled; 43.5.G.3
Elevation or depth of the infiltrative surface and all other components; 43.5.G.3
Cross-sectional views (as appropriate); 43.5.G.3
Lateral sizing, length, and separation distance (center-to-center); 43.5.G.3
Inspection port locations provided; 43.10.F.6
Sewer line cleanout locations provided; 43.9.E
Sand media specifications; valid gradation; 43.10.H
Pipe bedding requirements; 43.9.D.2
Additional items as applicable; 43.5.G.3
SEPTIC TANK
Tank on WQCD accepted tank list; 43.13.B
Tank size (Gallons); 43.9.B
Inlet invert elevation; 43.5.G
Proposed final grade elevation over the tank; 43.5.G
Effluent filter specifications (where local regulations require); 43.9.J
Notation of water-tightness requirements for all connections to the tank; risers, lids, etc.; 43.9.A
Installation instructions; 43.5.G.3
4
44
4
4
4
Please include plans for encasement for the encroachement44of the effluent line into the well setback.
4
Is there connection to a second building? I remember that being discussed and why there are 4bedrooms, not 2, sevred.
Highlighted because you stated revisions to take 30% reduction
Report states "School", I though this was not for the school, but for two existing modulars. addresses okay
DOSING CHAMBER (Where applicable)
Tank size (Gallons); 43.5.G
Inlet invert elevation; 43.5.G.3
Proposed final grade elevation over the tank; 43.5.G.3
Proposed inside base of the tank, and/or pump elevation, as appropriate; 43.5.G.3
Pump or siphon specifications (Make / Model); 43.5.G.3
Calculations or software defining total dynamic head (TDH), and gallons/minute (GPM); 43.5.G.3
Dose volume and frequency; 43.5.G.3
Float tree indicated; Float elevations; Alarm, Pump On, Pump Off (others as applicable); 43.9.I.2
Union / Check valve / Weep hole locations defined; 43.9.I.4
Control panel specifications; 43.9.I.7
o Plan indicates that a national testing lab (NRTL) seal is required (UL, ETL)
o Event counter
o Elapsed time meter
o Timer settings (as applicable for time dosed systems)
o Audio / Visual alarms
o Pump and alarms on separate circuits
SOIL TREATMENT AREA (STA)
Pipe invert elevation; 43.5.G.3
Proposed grade elevation (min. / max.) over soil treatment area; 43.5.G.3
Pipe specification; material, size, etc.; 43.9.D
Define all other equipment w/appropriate elevations (ie: d-box, diverter valve, etc.); 43.5.G.3
PRESSURE DISTRIBUTION SYSTEM (Where applicable)
All items from “DOSING CHAMBER” section above must be included
Distance between distribution laterals ≤ 4 feet. Distance to sidewall ≤ 2 feet; 43.10.E.3
Distribution pipe size; 43.10.E.3
Orifice size, spacing, orientation; 43.10.E.3
Calculations indicate a minimum 30 inch, maximum 72 inch operating head; 43.10.E.3
Calculations or design software defining that each active zone will provide no more than 10% flow
differential from initial orifice to most distal orifices within each zone; 43.10.E.3
Calculations for forcemain drain-back volume; 43.10.E.3
Flushing assembly provided at the end of each lateral and accessible from grade; 43.10.E.3
HIGHER LEVEL TREATMENT SYSTEMS (Where applicable)
Proprietary treatment system on WQCD acceptance list; 43.13.B
Design criteria is in compliance with WQCD product-specific acceptance letter; 43.13.B
Expected treatment level identified; 43.13.D
Specific treatment system shall be identified (Make, Model, etc..); 43.5.G.3
Treatment unit specifications identified to ensure proper installation and function; 43.5.G.3
GENERAL NOTES
Additional specifications as necessary to define system installation or components; 43.5.G.3
Structural design considerations, as applicable; 43.5.G.3
Installation procedures; 43.5.G.3
Operation and maintenance manuals; 43.5.G.3
Notation of required site protection of the soil treatment area; 43.5.H
N/A
illegible on plans provided