HomeMy WebLinkAboutSEP2012-00095 Jefferson County Department cif Community Development
621 Sheridan St., Port Townsend WA 98368, (360) 379-4450
SEPTIC PERMIT APPLICATION
Donald & Janie McMahan 5 0 2
PROPERTY OWNER ;4- SuzannaAln
MAILING ADDRESS PO Box 289 rrct KS ens r N -
Nordland, WA 98358
PHONE ( 360 ) 390-8904
SYSTEM DESIGNER Suzanne Martin Designer Phone# (360)554-0224
LEGAL DESCRIPTION: Section 9 Township 29N Range 1 E PARCEL# 977 700 053
Subdivision Name Olson & Hambleton's Division Block Lot(s) 16
Site address/Directions to site - - .--•• - - - • • •- ' -" • ' • •• (g.3 14) `eve
SOURCE OF SEWAGE/USE TYPE OF WORK WATER SOURCE
Residential ✓ New ✓ Tank/s only Private
Residential ADU Modification_ — Public ✓
Commercial Expansion_
Community Upgrade.
Repair SITE SIZE 0.69 acre
SYSTEM TYPE Partial Repair-(tank) (drainfield) Previous Evaluation
Conventional ✓ Designate RPCPrve Area Yes# ZON09-00022
Alternative Redesign No -
SYSTEM DETAILS
Number of Gallons/day 480 Soil type 4 (attach soil eval.) Application Rate 0.60 gal./sq.ft./day
Drainfield Length 267 ft. Trench Width 3' ft. Trench/Bed Depth -12" in.
Septic Tank size 1000 min gal. Pump Chamber size 1250 min gal. Wl" l I
TYPE OF Pump to conventional trench system
By signing the application form, the applicant/owner attests that the information provided herein is true and correct to the best of
their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this
application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson
County against all liabilities,judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against
Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole
purpose of application review and any required later inspections. Staffs access and right of entry will be assumed unless the
applicant informs the County in writing at the time of the application that he or she requires prior notice. Inspections shall occur
during regular business hours. Initial here if you require notification before entry
Appeal —A person aggrieved of a decision of the Health Officer may appeal. Appeals shall be submitted to the Health Division in
writing within fifteen days after receiving written notice of the decision.
DISCLAIMER-This application is for an on-site sewage system that meets the state and county
standards in effect on the date of application. This application for an onsite sewage system DOES
NOT assure you of any other County approvals. For example, it DOES NOT GUARANTEE that
you will later obtain permission to build a permanent residence or other structure on this parcel. Any
future application will be se)arately judged by the rules and laws in effect at that time.
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P erty wner Signature Date
PARTIAL
FOR OFFICE USE ONLY 0 6/ 1 e D FINAL 7/34/1`� ED
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JEFFERSON COUNTY PUBLIC HEALTH
615 Site Klan Street Pork Townsend*W ss nn;gton •983366
www.Jefferson countyp ub lic hea tth.o rah
...............................
Phone..360-355=9444..._......Fax.....3.B9._3.79._4.4.8.7........................._..._...__.
ON-SITE SEWAGE DISPOSAL PERMIT
PERMIT #: SEP12-00095 Date Received: 08/14/12
Date Issued: 10/17/12
SITE ADDRESS: LIP LIP LN
NORDLAND, WA 98358 Date Expires: 10/17/15
APPLICANT: DONALD S MC MAHAN PHONE:
JANIE LYNNE MC MAHAN
PO BOX 289
NORDLAND WA 983580289
LEGAL DESCRIPTION: OLSON & HAMBLETON'S 16(TAX NO. 15)
PARCEL#: 977700053 Section: 9 Township: 29N Rance: 01 E
DESIGNER: SUZANNE L MARTIN PHONE: 360-554-0224
SEPTICS BY SUZANNE
PO BOX 125
CHIMACUM WA 98325
SYSTEM DESCRIPTION: PUMP/CONVEN TRENCH
No. of Gallons per Day: 480 Type of work: NEW
Drainfield Trench Septic Tank
Length: 267 feet Width: 3 feet Depth: 12 inches Size: 1,000 gallons
DISCLAIMER-This approval is for an on-site sewage system that meets the state and county standards in effect on the
date of application. This approval for an on-site sewage system DOES NOT assure you of any other County approvals. For
example, it DOES NOT GUARANTEE that you will later obtain permission to build a permanent residence or other structure
on this parcel. Any future application will be separately judged by the rules and laws in effect at that time. All construction
and development activities must comply with all permit conditions, state and local codes, and Recommended Standards and
Guidance documents in effect when the permit is issued.
The property owner is responsible for the accurate location of all property lines. Any removal of or major disturbance of soil in the
primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system.
Any change in drainfield or tank location may invalidate this permit unless prior approval is obtained from the Jefferson County
Environmental Health Division. If during excavation or development of the site an area of potential archeological significance is
uncovered, all activity in the immediate area shall be halted, and the UDC Administrator shall be notified at once.
Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM IN JEFFERSON COUNTY, WASHINGTON
This permit is issued for a period of three years (unless otherwise stated above) in accordance with
Jefferson County Rules and Regulations for On-Site Sewage Systems, codified in JCC 8.15 as amended.
This permit may not be renewed.
nJefferson County Eponmental Health Specialist
This permit with conditions must be onsite during all phases of construction
HEALTH DEPARTMENT MUST BE CONTACTED FOR FINAL INSPECTION.
SPECIAL CONDITIONS APPLY - SEE ADDITIONAL PAGES
CONDITIONS OF APPROVAL - PERMIT NO.: SEP12-00095
1.) Septic tank and pump chamber to be water tight. Extra protection (i.e. Bentonite) to be used
around inlet, outlet, and risers due to high water table in this area of the property.
2.) Notification of the start of construction shall be faxed or emailed to Jefferson County Public Health
ONE WORKING DAY prior to start.
3.) Distribution boxes shall be fitted with a riser to grade, constructed of durable materials and a
secured lid, adequately sized to allow visible inspection of the liquid level in the box.
4.) H - AS PER WAC 246-272A AND JEFFERSON COUNTY CODE 8.15 ALL ONSITE SEWAGE
SYSTEMS REQUIRE THAT A RESTRICTIVE COVENANT REGARDING THE MONITORING OF
THE ONSITE SEPTIC SYSTEM BE RECORDED TO THE PROPERTY TITLE. THE PROPERTY
OWNER SHALL ASSURE THAT MONITORING IS PROVIDED BY AN APPROVED ENTITY AT
THE FREQUENCY DEFINED PER STATE WAC 246-272A AND JEFFERSON COUNTY CODE
• 8.15 AS ADOPTED OR AMENDED.
A COPY OF THE RECORDED OPERATIONS AND MONITORING AGREEMENT IS REQUIRED
PRIOR TO FINAL APPROVAL OF THE SEWAGE DISPOSAL PERMIT
5.) H - An asbuilt drawing and certification of completion by the designer is required prior to final
approval.
6.) Before final approval is given, the designer shall provide an operations and maintenance manual to
the property owner and the Health Department. The manual must instruct the owner of the on site
sewage system on the ways to properly operate and maintain all components of the system.
7.) Health Dept. required to observe pressure test with system designer when system fully
installed/complete, 48 hours notice to be provided for scheduling.
8.) Designer must be contacted prior to start of construction and for inspections during installation.
DESIGNER IS REQUIRED TO DO A PRECOVER INSPECTION ON ALL TYPES OF SYSTEMS.
9.) 10' separation required between a Water line and all portions of the onsite sewage system; effluent
transport line, tanks, treatment and disposal components.
10.) When/if designated reserve area is utilized an alternative system providing an additional level of
treatment may be required and must comply with code at the time of application for use.
11.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area.
12.) The portion of transport line under a driven way is to be sleeved/cased or equivalent.
13.) All construction and development activities must comply with all permit conditions, Washington
State and Jefferson County Codes and Recommended Standards and Guidance documents in
effect when the permit is issued.
14.) Dose counter and elapsed time meter are required in the control panel for all system components.
15.) Approval of this sewage disposal permit does not preclude the permit holder from complying with
the Unified Development Code for other/future development on the site.
16.) Compliance with the conditions of the Site Plan Approval Advance Determination is required.
17.) This approval is valid only with a connection to an approved public water supply.
•
18.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater, erosion
and sediment during construction. BMPs shall address permanent measures to stabilize soil
exposed during construction, and in the design and operation of stormwater and drainage control
systems.
SEP12-00095 Page 2 of 4
\\tidemark\data\forms\F_SEP_Permitmod.rpt 10/17/2012
19.) Marine shorelines and islands are susceptible to a condition that is known as seawater intrusion.
Seawater intrusion is a condition in which the saltwater/freshwater interface in an aquifer moves
inland so that wells drilled on upland areas cannot obtain freshwater suitable for public
consumption without significant additional treatment and cost. Maintaining a stable balance in the
saltwater/freshwater interface is primarily a function of the rate of aquifer recharge (primarily
through rainfall) and the rate of groundwater withdrawals (primarily through wells). The Washington
Department of Ecology is the agency with statutory authority to regulate groundwater withdrawal for
individual wells in Jefferson County. New development, redevelopment, and land use activities on
islands and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to the
maximum extent possible by infiltrating stormwater runoff so that it recharges the aquifer.
20.) The parcel is located within a coastal SIPZ (seawater intrusion protection zone) according to the
County GIS map. There are voluntary and mandatory measures identified in the Jefferson County
Seawater Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well
drilling proposals and building permit applications on existing lots of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine shoreline, but
no history of chloride concentration above 100 mg/L in groundwater sources within 1000 feet.
21.) The parcel is located within a High Risk SIPZ (seawater intrusion protection zone) according to the
County GIS map. There are mandatory measures identified in the Jefferson County Seawater
Intrusion Policy (Resolution 44-22, effective September 23, 2002) that apply to well drilling
proposals and building permit applications on existing lots of record.
A High Risk SIPZ is defined as: areas within 1,000 feet of a groundwater source with a history of
chloride analyses above 200 milligrams per liter (mg/L).
22.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other
development or a building permit on this site. Compliance with other Jefferson County and
Washington State Codes is required.
23.) MANDATORY MEASURES FOR HIGH RISK SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize DOH-approved
public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of potable
water or an individual well may be used as proof of potable water subject to the following
requirements:
a. Variance from Chapter 173 WAC standards granted by Ecology per WAC 173-160-106 for a
new groundwater well within 100 feet of a sea-salt water intrusion area per WAC 173-160-171 (i.e.,
within 100 feet of a groundwater source showing chloride concentrations above 200mg/L or within
100 feet of the marine shoreline); or for an existing or proposed groundwater well not subject to an
Ecology variance, applicant must provide evidence through a hydrogeologic assessment (relevant
components of an Aquifer Recharge Area Report per UDC 3.6.10.e) of a reasonable probability
that the subject aquifer will not be degraded by the proposed use of well.
b. Installation of a flow meter.
c. On-going well monitoring for chloride concentration.
d. Submittal of flow and chloride data to the County per monitoring program.
3. If public water is unavailable, a qualifying alternative system may be used as proof of potable
water.
SEP12-00095 Page 3 of 4
\\tidemark\data\forms\F_SEP_Permitmod.rpt 10/17/2012
24.) MANDATORY MEASURES OF HIGH RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds and/or other
approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering lawns and
gardens. Unless catchment water has been treated to meet drinking water standards, there shall
be no cross connections allowed between the potable supply and impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns and/or
gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3) gallons per
minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower restrictors
and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather is
intended to be illustrative of the types of water conservation measures.
SEP12-00095 Page 4 of 4
\\tidemark\data\forms\F_SEP_Permitmod.rpt 10/17/2012
}
JEFFERSON COUNTY PUBLIC HEALTH, 615 SHERIDAN, PORT TOWNSEND WA 98368
ASBUILT INSPECTION REPORT For RECORD DRAWI
Suzanne Martin 12-06f .57=
Designer Permit # SEP
Installer Dick Shold Parcel # 977 700 053
Electrician Cascade Electric Design Flow 480gpd peak
Property Owner Donald &Janie McMahan
Site Address 363 Moen Road; Nordland, WA 98358
Answer all questions or indicate NA
DATE
Tanks, Pumps and Controls INSP.
Tank (manufacturer, size, baffles) Peninsula 1000 gallon, outlet filter installed 8/9/14
Pump chamber (manufacturer, size) Peninsula 1250 gallon pump tank with biotube shroud 8/9/14
risers installed, bentonite used around baffles and risers
Screen(s)and/or Pump Shroud (type, location) biotube shroud in pump tank 8/9/14
Were Tanks tested onsite for water tightness? 0/ No
Panel Model Infiltrator Timer Model Aquaworx 7/15/15
Pump 1 — Man./Model P30 Flow Rate 23 qpm 7/15/15
Pump Location (i.e. garage, treatment unit, basement)
Float/transducer settings Inches Timer
from bottom of tank- On/off - 22.4 in. Functions: On 0:35 emin
Veto - 35.1 in. Off- 27 sec 410 hr
Alarm - 34.9 in. Veto On - 35 min
Storage Above High Water Alarm +/-43 0/670 gal. Veto Off - 20 sec sees hr
Dose Counter Reading 178Dose/3Vdose # gallons/dose 6.7 gal.
Elap. Time Meter Reading 02:41:21 mi ea) Pump Throttled? Yes / No
Dose Drawdown (in inches) 0.25 in. 100 events; Autoclear 3 doses; ZB-09; 05-08-2013
Pump 2 — Man./Model n/a Flow Rate qpm
Pump Location (i.e. garage, treatment unit, basement)
Float/transducer settings Inches Timer
from bottom of tank- On/off - in Functions: On sec/min
Veto - in Off sec/min/hr
Alarm - in Veto On - sec/min
Storage Above High Water Alarm gal. Veto Off - sec/min/hr
Dose Counter Reading # gallons/dose gal.
Elap. Time Meter Reading min/hrs Pump Throttled'? Yes / No
If additional pumps- complete the info in this table
Dose Drawdown (in inches) in. for each and attach.
Other Timer functions & settings (e.g. override on/off)
H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 1 of 2
41?441: 1
• Pre-Treatment Jut. 2 9 2u/5 Date Insp
Sandfilter basin high water alarm shuts down pump to Sandfilter Yek./ PiOffers
Sandfilter Basin size/location n/a V�rOn,,- Co
Y
Sand Fill met design spec? Yes / No d/Nea/ t4,
ATU (manufacturer, model) n/a Alarm tested Yes / No
Disinfection Unit (manufacturer, type, model) n/a Independent Alarm Yes / No
Drainfield
Transport Pipe size, schd, diameter 2" pvc sch 40 Manifold size/schd D-box 6/9/14
Orifice size n/a Lateral Size/schd 4" perF 6/9/14
Barrier Material filter fabric Cover Material/Depth 0-12 6/9/14
Residual Head (lat.# & ft. Head) n/a
The laterals/pods were balanced es / No 8/9/14
Source/Manufacturer of Drainrock/Gravelless chambers Cotton
Drainrock Clean? No If no, what action taken?
Mound/Glendon Site Prep n/a
Drainfield Length 267 ft Width 3 ft Depth 12-18 inches
Caps for measuring residual head stored (location) n/a
COMMENTS (inspection notes, changes from design or deficiencies in installation) Attach additional
sheet(s) if necessary
.Layout of drainfield was altered, it was determined that the drainfield could be installed while staying away from
the area of SL2 &4. This alteration was due to the water line installation. Where the design indicated the water
line there were multiple trees that the homeowner wished to keep. Permit conditions, state and county code have
been met. Outlet filter and risers have been installed.
Health Department Inspection issues resolved Yes / No / NA If yes how?
Users Manual Provided to Homeowner yes, mailed Date 16July15
Tank/component Decommissioning Report Attached Yes / No / NA
Installer Certification attached/signed Yes / No
ATTACH RECORD DRAWING stamped/signed by Designer or Licensed Professional Engineer
I CERTIFY THE INFORMATION PROVIDED ABOVE WAS VERIFIED BY INSPECTION, T}tE
SYSTEM WAS INSTALLED AS DESIGNED AND APPROVED by JEFFERSON COUNTY
(DATE) OR THAT AT CHANGES HAVE BEEN NOTED AND
THE SYSTEM IS IN COMPLIANCE WITH WAC 246-272. ;
/'i 'Fi,�fs
! rr 28July15 5100342
-:‘,!-4 Designer Signature Date License # Suzanne LMartirtye/)
%'•oC NS.Brir i NM" !t
H:\WEB\ONSITE\Asbuilt_Report_Form.doc 04/28/10page 2 of 2
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Page 4 of 5;McMahan;
Tank Cross Section - Not To Scale Parcel#977 700 053
(For illustrative purposes only, actual tank configuration may vary, tanks must be on list of approved products.)
SECURED LID WITH GAS TIGHT SEAL
1 ACCESS RISER
\ft ) FINISH GRADE
L, 'i/
r
El
'ice
��` �� S TO PUMP
rL.l � - CHAMBER
FROM SEWAGE
I Mill
SOURCE FLOATING MAT
. i
APPROVED
EFFLUENT
FILTER
SEDIMENTS Max.3/16"filter
—/ N
rti DI,G% SEPTIC TANK
pI5p05uctton (TYPICAL)
,.; :Jedfl'1 2
SECURED LID WITH GAS TIGHT SEAL
Dam' THREADED UNION
ACCESS RISER
SERVICE
FINISH GRADE —_ VALVE
FROM SEPTIC I-, —►TO DRAINFIELD
TANK i)
— Min_360_Gallon j )[
EMERGENCY STORAGE 1 ANTI SIPHON
HIGH WATER ALARM LEVEL —.1
VALVE
NORMAL TIMER OFF LEVEL WORKING VOLUME f A Transducer
Assembly
—1► ENCLOSED PUMP V /TN
SEDIMENT SHROUD` .'--1 ,■, CHECK VALVE •
18"
SEDIMENTS � ,1, SUBMERSIBLE
CENTRIFUGAL
PUMP
PUMP CHAMBER
(TYPICAL)
•
AS NEEDED
Page 5 of 5; McMahan;
Parcel#977 700 053
aii
Effluent Pumps Orenorated Systems.
1-800-348-9843
1 i . 1 I 1
,
....... y,__- ._,.,,.. ...,,.,,..-r
Effluent Pumps
90 PEF150 _ PEF, PKP Series _
1/3 hp to 1-1/2 hp
B
I
I PEF 1001 §
70
1
s
Sri ,.... .«...d... .. .. ........-1"
4,1 sos-
r.; 60
Ca IPEF751 99
€ l
co
= 50
as
C>4
ii PEF50J
i '1fa/
._. effluent pum ..
30
25'of
head .n .
_____----ir
20
10
i
0 i --t- i I PEF3311
1 PKP 350 , I 1
a 110 gpm 20 30 40 50 60 70 80 90
Net Discharge,gpm
NDW-PC-PEF-1
Rev.5.0,®9/04
Page 1 of 1
Page 2 of 5; McMahan;
Parcel#977 700 053
ONSITE SEWAGE DISPOSAL
SYSTEM DESIGN
"C.
l V
�."�' Suzann Martin Vie
Date 3 July 2012 ", as°snr 1.!Tn." '►t
Property Owner Donald &Janie McMahan 3 July 2012
System Designer Suzanne Martin
Legal Description: Section 9 Township 29N Range 1E
Subdivision Name Olson & Hambletons Division Block Lot(s) 16
I. CALCULATIONS
If for residential use:
Number of Bedrooms: 4 x 120 G.P.D. = 480 total G.P.D.
If for non-residential use, attach calculations used to determine G.P.D.
Soil texture waste water application rate 0.60 G.P.D./ft. squared
(see page 214 of the EPA Design Manual)
DRAINFIELD SIZING:
Absorption area: 800 square feet (total G.P.D. =G.P.D./ft. squared)
Trench or bed width 3' feet
Trench or bed length 267 lineal feet (sq. ft. ;-trench or bed width)
II. APPURTENANCES
Septic Tank Size 1000 min gallons recommend 1250 gal Septic tank
Pump Requirements (If Necessary)
Elevation difference in feet 20
Friction loss 2'
Pump capacity should be 10 G.P.M. at 25' T.D.H.
Number of doses per day 6/8 peak
Dosing volume 60 gallons
Pump chamber size 1250 min gallons
H:\homeNpincntAinfohlth\sewdsn
page 3 of 5; McMahan;
Parcel#977 700 053
III. DRAINFIELD CROSS SECTION
ab t N'ft
J tf
.y' Syu`zI(a.yn�yV Martin
I.. �ttl
EYFIPES v n3
D 7/1� 3 July 2012
a" Dr.:•. Reek
NATIVE SOIL
A
t E i
IMPERMEABLE MATERIAL/
SEASONAL SATURATION
A. Trench Depth 12-24" inches
B. 6 inches of drainrock below pipe
C. 36+ inches of vertical separation from trench bottom to impermeable
material/seasonal saturation
D. 0-12" inches of fill (if needed)
E. Trench width 36" inches
NOTES:
Reserve area may require additional treatment. System to be time dosed. Maximum 3/16"outlet
filter to be placed in outlet baffle of septic tank. Risers to grade required on all access and
monitoring ports. Distribution box shall have riser to grade. Speed levellers not required due to
pumping of effluent. Pump may be throttled to minimize hydraulic load to the distribution box.
ATTACH DETAILED DESIGN OF SYSTEM
;7 64(} -17\ Page 1 of 5; McMahan;
Parcel#977 700 053
i if1
y`/ JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT r 1,afff
621 SHERIDAN ST., PORT TOWNSEND ,WA 98368, (360) 379-4450 •'' e•
' a ,Alf1
SOIL EVALUATION pi, t- �.`N�ff■aro a2 ''P
�� Suzann LMartin '.�'/f
PROPERTY OWNER Donald &Janie McMahan csu 5;r l•u z tf
ExPif<E5 2111/13
SYSTEM DESIGNER Suzanne Martin
LEGAL DESCRIPTION: Section 9 Township 29N Range 1 E Parcel # 977 700 053
Subdivision Name Olson and Hambletons Division Block Lot(s) 16 (tax 15)
Date Logged: 10 May 2012 Logged By: Suzanne Martin
Include soil textural characteristics and the depths at which significant changes occur. Be sure to include depth
where mottling or impermeable layers occur.
•
SOIL LOG #1 {2_ SOIL LOG #2
0 to 6 in. Dark brown sandy loam 0 to 6 in.Dark brown sandy loam
6 to 48 in.light yellow brown fine sand 6 to 23 in. dark yellow brown fine sand
48 to 60+ in.Yellow brown fine to medium sand 23 to 37 in. Light yellow brown fine sand
to in.some compactions .�„&' FF` -6440 to 37 in. hardpan
Anticipated water table n/a in it/ . V Anticipated water table 35 in
Roots to 56 inches 7v►�F Roots to 35 inches
Health Dept. Comments Health Dept. Comments
OK -- (d) Q X ., 37 c�'''� ; `
SOIL LOG #3 SOIL LOG #4
0 to 5 in. Dark brown sandy loam 0 to 4 in. Dark brown sandy loam
5 to 28 in. brown fine sand 4 to 19 jn dark yellow brown fine sand
28 to 60+ in. yellow brown medium sand 19 to 44" in light yellow brown fine sand
_
to in. to 44" in,hardpan
Anticipated water table n/a in. Anticipated water table n/a in.
Roots to 48 inches Roots to 43" inches
Health Dept. comments Health Dept. Comments
SOIL LOG #5 SOIL LOG-#6
to in. to in.
to in. to in.
to in. to in.
to in. to in.
Anticipated water table in. Anticipated water table in.
. Roots to inches Roots to inches
Health Dept. Comments Health Dept. Comments
H:\INFOHLTH\SOIL.FRM 1/00
■