HomeMy WebLinkAboutT12N R3W SEC 15 LT 110
Municipality of Anchorage Page / . of _ Z.
DEPARTMENT OF HEALTH AND HUMAN SE-'RVICES
ENVIRONMENTAl. SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alask~ 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~W ?-~ Z.D_~ PID Number:. ~/~ -~" ~ _
Name: ~0~D, ST~p~ /, Wastewater System: D New ~ Upgrade
Address:
/~/~P ~ ~., ~¢~ ~ ??5// ABSORPTION FIELD
Tolal Depth from original grade:
WELL: ~Y'5¢/~'~ B New ~ Upgrade ar.vel ~: .,~-" Numar of lines: ID1slence~tv,.n hne.t'F
Driller: Date Drilled: SlallcWater Level: Installer: gate installed:
SEPARATION DISTANCES ~S.¢o U Holding ~ S.T.E.P.
Surface
Line /~ /~ W/A N/~ /~/ BIze in gallons: Manuf, c
Fou.dation -; ¢' ~ Z/ ~/4 ~/~ ~/4 'Pump on" leve~ *'ump orr'level at: High water alarm
Remarks: ~/~ ~ ~4~ ~ BENCH MARK
Inspections performed by: ¢g1'/~¢~ Dates: 1st ¢?//~/~ ~.~~,~,
Department of Health and Human Services approval '~$~,% c~.~3~
Reviewed and approved by: ~ ~-~g~ Date: ~-~ A-
724)13 (1/91) MOA 25
Permit No..SW 930203
Page 2 .of _ 2 -
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SFRVICES
ENVIRONMENTAl. SERVICES DIVISION
P,O. Box 196650 · Anchorage, Alaska 995-19-6650 · Telephone: 343-4744
On-Site Wastewaler Disposal System and/or Well Inspection Report
Legal Description: Lot 110, T12N R3W Section]~15
PID No.: 015-483-06
I
SCALE 1' = 60'
A - E = 58.3
A - F = 75.3
B F = 57.7
A - G = 77.4
B G - 70.6
A - I = 84.0
917'
ELEVATIBNS
(NDT TD SCALE)
50' RBADWAY & UTILITY
EASEhIENT
[~ - 1EST HOLE
· ~ MONITOR TUBE
o := SEWER CLEANOUT
~- WELL
~J~tt~ ~- UPRORADED LEACHFIELO
~ ~ EXISTING LEACHRELD
EASEMENT
~s~o ~v: ioo.oo'
72~)t3 A (2191) MOA 25
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE)
PERMIT NUMBER:SW930203
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:ROLAND STEPHEN A &
OWNER ADDRESS:10160 OUR RD
ANCHORAGE, AK 99511
PAGE 1 OF 1
PERMIT
DATE ISSUED: 7/08/93
EXPIRATION DATE: 7/08/94
PARCEL ID:01548306
LEGAL DESCRIPTION: T12N R3W SEC 15 LT 110
LOT SIZE: 54450 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL EIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
THE ATTACHED APPROVED DESIGN.
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AACS0).
THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-.4329 OR 343-4681 AFTER BUSINESS HOURS
FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:
/
DATE: ~gg/°?/~ _
DATE'. > _
Louis Butera, P.E.
Registered Civil Engineer
July 6, 1993
John Smith, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 110, T12N R3W Section 15, Our Road
Narrative
Dear Mr. Smith:
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The area has large lots allowing sufficient room for septic sites.
2. hnmediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be effected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1993\93-026A.NAR
P.O. Box 77329,1 · Eagle R've, Alaska 99577 , Telephone (907) 694-5195 · Fax (907} 69,1-3297
LEGAL:
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LOT 110, T12N R3W Section 15 (Our Road, Anchorage)
GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health and State
Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field by
the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the
contractor to meet Municipality of Anchorage, Department of Environmental
Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to
locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires
engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and the
location of any easements.
.SEPTIC TANK
1. The existing septic tank is to be abandoned to code and a new 1,250 gallon approved tank
iostalled in the location shown on site plan.
2. The new sewer line fi'om the house is to replace the existing sewer line that leads to the
existing tank.
3. A "Bull Run" diversion valve is to be placed after the septic tank and connected to
existing and new leachfields to allow effluent switching.
TRENCH
1. The trench is to follow the natural land contour to maintain uniform total depth of the
trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5".
3. The total depth of the trench excavation is not to exceed 12' with relation to ground
surface at any point.
4. Leach pipe is to be level in field.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 4' or equivalent
is to be placed over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface water
runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private well,
150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 12' GRAVEL DEPTH = 9'
TRENCH LENGTH = 41' TRENCH WIDTH = 3'
SOIL RATING = 0.8 GPD/FT~ BEDROOM CAPACITY = 4
SEPTIC TANK SIZE = 1,250 GALLONS
Twenty-four (24) hours notice required for all inspections.
× 85'
50' ROAD\,/AY & UTILI1Y
EASEHEN I
NO SURFACE WATER COURSES I100'
NO KNOWN CURTAIN DRAINS
RUN VALVE
SEPTIC SYSTEM +30'
[] FEST HOi E
· - MONITOR TUBE
o SEWER CLEANOUT
'i" 'NELL
EB~ PROPOSED LEACHFIELD
_ EXIStiNG LEACliFIELD
EASEMENT
SEPTIC SITE PLAN
LEGAL: LOT 110, F12N RSW SEC. 15
OWNER: ROLl AND
CONTRACTOR: CARL'S EXCAVATING
JOB # 9,~ -026~, DATE: 07/06/g51 SCALE 1" = .50'
P.O. Box 773284
BACZ, I, RIV~'R, AI(.
(907) 694 5195 f'Ak': (SOt)
EAGLE RIVER
ENGINEERING SERVICES
P. o. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5],95
CALCULATED BY L.B. CATE 07/06/93
CHECKED BY DATE
SCALE
Single Family Dwelling
4BR = 600gpd
Soil application rate =
Trench absorption area
0.8 gpd/ft2
= 600 + 0.8 = 750 square feet
Trench dimensions:
Total depth = 12'
Gravel depth = 9'
Length = 750
+ 18 = 41'
//
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG --. PERCOLATION TEST
1
2
3
4-
5
6
7
8
9
10
1]
13-
15
16
17
18
19
20-
COMMENTS
SLOPE SITE PLAN
WAS GROUND WATEEt
ENCOUNTERED? /t-'/~
iF YES, AT WHAT
DEPTH?
Oepth to Waler Aller
Monitoring? ~ / ? '~ Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATIONRA]E //' */ (m~nules/inch) PERCHOLEDIAME~ER __
'lEST RUN BE]WEEN ~ FT AND----~* FT
PERFORMED BY: /~'/¢'~ ~' ~ .... 11~/; IH IS TEST WAS PERFORMED IN
ACCORDANCEWI]HALLSTATEANDMUNICIPALGUIDEUNESINEFF'TCC~ ON ~HIS DATE' DATE:
~2-0OS(Rev 4/85)
MUIXlICIPA!..ITY OF ANCHORAGE
DEPARTMENT OF HEAl.TH & ENVIRONIVIENTA]. PROTECTION
ENVIRONMENTAl_ ENGINEERING DIVISION
825 I. Sweet - Anchnra~¢,, Alaska 99501 Telel~h~ne 264-4720
ON-SI'rE SEWAGE DISPOSAl. SYSTEM ANI)/OR WELL INSPECTION REPORT
~V~A~_ I iq G ADDRESS
LEGAL DESCRIPTION
LOCA9 ION
Absorption area
DISTANCE TO: O/
Liq, capacity in gallons IF ROMEMADE: ~ ns do length
Well [ Dwelling
DISTANCE '¥O:
DISTANCE TO:
NO. Of linesi I~ength. of
[] UPGRADE
I~3aterial
Nearest lot line
T~onch width
Foundation ~¢~t~ /
Total length of lines
Depth
Crib depth
Building foundation
Drill r
Sewer line I
Length Width
Type of crib C~ib diameter Total effective absorption area
Well Nearest lot line
DIS rANCE TO:
Distance to I line
DISTANCE TO: ~ (.l~-d ¢/)
NO. OF BEDROOMS
//--~-
No, of compartfTionts
Liquid depth
PERMIT NO.
tt'ERMIT_ NO. ~ O (/~.--
Absorption area(si
OTHER
PIPE MATERIALS
¢*,¢-', b 30:%4
SOIL. TEST~AT{N~ --"
iNSTALLER
REMARKS
~PPROVED
DATE LEGAL
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........ .
;~,~.~/,~_~e,,~ .... ~ ? ~B' '., .._'.'_P.~ ~.,, ,~. MUNICIPALITY OF ANCHORAGE
~ ..~ / ~.~~;'~ ............. ~RTMENTOF HEALTH AND ENVIRONMENTAL PROTECTION
......
SLOPE
1
2
8-
9-
14
~0
WAS GROUND WATER
ENCOUNTERED?
SOILS LOG
Il PERCOLATION
TEST
SITE PLAN
Gross Net Depth to Net
Reading Date
'Time Time Water Drop
~-----~',"~'~'/'~'~ ~-R C O L A T I 0 N RATE /~ (minutes/inch)
BETWEEN ~" ~ -- FT AND /'CZ' ¢) FT
IKEN'S COMPANY
WATER WELL DRILLING
PUMP SALES & SERVICE
(907) 243-7893
KEN JOHNSON
p & ]? PRODUCTIONS
LARRY H. NEAS
P.O. BOX 10-367
~NC!IORAGE, ALASKA
995~.
3163 LINDEN DRIVE
ANCHORAGE, ALASKA 99502
REo Lot 110 Sect. 1.5 TN12 N R3¥t Slvl
WitTER WELL LOG
0 ft to 2 ft
2 ft to 15 ft
~5 ft to 47 ft
47 ft to 5/~ ft
5/t ft to 57 ft
~? ft to 6o ft
60 ft to 65 ft
65 ft
Brown silt with course gray & cobbles
Course gravel and ~ray silt
Sand with some fine gravel
Same but weeps h2o
Brown silt ..dry
Same but weeps H2o
l¥Iedo sand and gravel ,.heaves 5' to ?'
Clean course gravel s,nd sand water
Z~5 ft Static ( 20 ft head )
Test baile~ at 16 GP~I
2 ft drawdown
Leave ?0'-l" casing for grade
SEt pump at 58
bearing
Parcel I.D. #
1.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL. FOFI A SINGLE FAMILY DWELLING
015-483-06
GENERAL INFORMATION
Complete legal description
Lot 110, T12N R3W Section 15
Location (site address or directions)
10160 Our Road, Anchorage, AK 99511
Property owner _R_oland,~Step~¢n & Patricia
Mailing address 10160 Our Road, Anchc~r~ge,~ AK
Lending agency N/A
99511
Day phone
Day phone
N/A
Mailing address
Agent
Address
N/A
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: 4
TYPE OF WATER SUPPLY:
x
Individual well
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system,
TYPE OF WASTEWATER DISPOSAL:
Individual ()n-site X
Holding tank
' Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
5. STATEMENT OF INSPI-'CTION BY P'NGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm Eagle River Engineering Services
Address P.O. Box 773294, Eagle River, AK
Engineer's signature ~ ~-
Phone 694-5195
99577
Date
DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOA ti21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Legal Description: ~.UT- //D
A. WELL DATA
Well type /~/~,4-/'~ If A, B, or C, attach ADEC letter.
)/~ Date completed
~',~5~ Cased to ~,~ /
Parcel I.D.
ADEC water system number
Casing height
Wires properly protected (Y/N)
FROM WELL LOG
Date of test /5~"~
Static water level
Well flow
Pump level
g.p.m.
INSPECTION
gN¥ip, oNMF-N~AL SERviCES D VIS~ON
g.p.m.
RECEIVED
SEPARATION DISTANCES FROM WELL TO:
Septic/hehC4~g tank on lot /~)
Absorption field on lot
Public sewer main
Public sewer service line
I1¢
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform 7 Nitrate /,
Date of sample: _~ '7'/7*/¢ /¢~'ollected by:
Other bacteria
B. SEPTIC/HOEDING TANK DATA
Date installed P?/? ~-// ~/~ Tank size ,/'~ ~c9 Compartments ~-
Cleanouts (Y/N) .~¢~ Foundation cleanout (Y/N) ~/~/ Depression (Y/N)
High water alarm (Y/N) /"///] Alarm tested (Y/N)
Date of pumping /"///¢ ~
SEPARATION DISTANCES FROM SEPTIC/H'EH=BhNG TANK TO:
Well(s) on lot //-) '~ ~ On adjacent lots
To property line / ¢" Absorption field
Surface water/drainage ,/"//~
Foundation
Water meir~service line
72 028 (Rev. 3/91) Front MOA 21 CONTINU ED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent(Y/N)
"Pump on" level at
Fligh water alarm level
Meets MOA electrical codes (Y/N)
SEPARATION DIS~ANCE'~F~FROM LIFT STATIQN TO:
W.~__~~''/ On adjacent lots
D. ABSORPTION FIELD DATA
'Datelnstalled. O~J
Length /O0~,/~z Width ~'j ~ / Gravel thickness
Total absorption area _
Depression over field (Y/N)
Manufacturer _
Manhole/Access
~'"/'-' _ "Pump off" level at
/'~Cycles tested
Surface water
Results (pass/fail)
Peroxide treatment (past 12 months) (Y/N)
SEPARATION DISTANCE FROM~ABSORPTION FIELD TO:
Well on lot J,/~Z- ! On adjacent lots .¢-/O~ / __ Property line
'To building foundation Z~ ~,. /
-- To existing or abanctoned system on lot
Iots~
On adjacent Cutbank /h(,L~_ Water mainYservice line.
Surface water __ ~/.4 Driveway, perking/vehicle storage area
Curtain drain ~.~lA
.,~//~ / Totaldepth /~,,'~/ /~ /
Cleanouts present (Y/N) __ X/:Z :-,)_/ YE'5
Date of adequacy test _ ~ ~4 ~'~ z~w~ ~.~- ~/~ ~
for __ ~]' bedrooms
If yes, give date
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in eff~.c~.e~f'h~,,~&(e~of this inspection.
Signature _~:~
Engineer's Name ~'~' /'~'Y-~'~
[)ate
HAA Fee $ //d Waiver Fee: $
Date of Payment /- ~ ¢ - %~ Date of Payment
Receipt Number ,--P ¢__~- ,~ 5~° /9 ~ :3..) Receipt Number
72-028 (Rev. 3/91) Back MOA 21
Eagle River Engineering
P.O. Box 773294
Bagle Rivet ~lal~ka 99577
sampl~ Typel
Routine Untreated
Method of Analysis:
Membrane Filtration
NORTHERN TES'¥!NG LABORATORIES, INC.
3330 INOUSIR)AL AVENUE FAIRBANKS, ALASKA ~9701 907-&~.3118
Public .Water sy~t;em ;t.D.#
Date ~rialyzod~
Date Reported~
Next ~ample Due~
Comments:
ND -
~A =
Old =
0S/~4/93 Time Receiv~dl
05/25/93 Time Analy~dt 0~00
05/27/93 Time Repor'~d~
Satisfactory :
Unsatisfactory
t'oeitive Te~t Result
None Detected
Too Numerous To Court2 {m~O ~lonie$
Collfluent G~owth
}leery sediment Masking, R~eu~te May
Not Be Reliab].e
Sample Age >30 Hou~
Results May Not Be
Sample Age >48 }{ours, Too Old ~of
Re,ample Required
No Test
* # Coloniee/lO0 mi ** #
Sample Sample T~tal* Fecal* other* HPC**
Location Date Time Lab# Coliform Coliform Bacte~£a Result Oo~ent~
I TllN R3W, SiS, L]LiO 05/24/93 16~00 A}~1049 0 NT 0 NT S
Microbiology Supervisor
~arch 29,1982
Municioality of Anchorage
DHEP
825 "L" St.
Anchorage,Alaska 99501
Attn. ~r. [Les Buchholz
Reft: Lots 110 &111,Sect. 15,T12N,R3W,SM,AK.
Owners-[Paul Lethenstrom & Larry Neas
Dear Mr. Buchholz,
Enclosed is test hole data for the referenced project. A. perc
· test was run on Lot 111. Visual examination off material in TP#2
located on Lot 110 indicated that it was similar to the material
found on Lo~ '111 but appeared to have a somewhat higher silt
content.An es%imated perc rate is shown for SM material found
between 3.0 to 10.0 fit. in T~#2 based on perc test data obtained
sn Lot 111. Please note that we did encounter a fairly clean
poorly graded sand below the 10 ft. level at this location.
Recommend that trenches first be located to fit the topography
for both lots and then locate well sites £or desired clearance.
~?he owner was advised accordingly.
Very truly yours,
Cortland X~./Broberg 2E
APPLIC' NT FILLS OUT UPPEFI HAt ONLY
'- '~ Phone
Ma ng Addre~ ~ ~ ·
Address f~, [ Zip Code
Lending Institution ~ :~ ~.)~ ,~ ...... m ~.-- X< ..... ~ ~~, Phone
4 -' {<J Zip Code
Phone
Really CO. & A~nt ~
Legal Descriplion ~..o--~ ~ ~t~ :L .... ~ ~ -~ ~ ;[ ~) ~2 ~.
Type of ~esi~nce
i~?le Family .~.:{ X,~ ~..
~ Itiple Family No. of Bedroo~
g Olher
Water upply
~dividual ~ ~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975.
/ ~ Community For wells ddPed prior to that date. give well depth (attsch log ii available),
~ Public Utility
Sewer~lisposal
~dividual Year Individual installed:_
~ Public Utility When Connected to Public Ulility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED.
Time Time Time Time
Date Date Date Date
Inspector Inspector Inspector Insp6ctor
'~ - ~ ~UNICIPALITY OF ANCHORAGE
BECEI [D
"~- ~¢ Z Well to Tank / / 4~ ,k Seplic T~k Size
,qeptomber 17, ].9,q2
P & P Productions
Box 10-367
Anchorage, AK 99511
,,u~ject. Lot 110 15 T12N R3W
~, ,- and water facilities cannot
A.)pproval for the individual
be granted until the following items have been
I, ~IJ~ A well log ',n]bmitted to thi,~i office for onr fi].(;s and
The, top of 'the well casin~] sealed ~¢ith
that it is water tight.
water analysis report needs to be sub)-~Qtted 'to t,t
ofJ-'.J, ce 'f~?oHt the Chem Lab, 5633 13 .~3tr~,~3~t, for ou:c reviev~.
o
Plea,~)o notify this Department for a reinspec'tion when the
noted dJ. sorepanoie~3 'have b~en corrected. If .there are any
fn:t~theF questions, please call , .' o ' .
fetid.' (z%) inch ca,~}t iron cle~u~out needs to bo in;~ta].led to
septic tank and/or leaching area.
Robert, C,, pratt
Af~sooiate i~nvirol%mental
Speeiali. s t