HomeMy WebLinkAboutCINERAMA TERRACE BLK 3 LT 13Cincrama
Terrace
Lot 13
Block 3
#
Municipality of Anchoroge Poge 1 of. 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 545-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW000212 PID Number: 020--035-- 19
Name:
ROBERT AND NANCY CARLSON Wastewater System: [] New · Upgrade
Address:
16310 KING'S WAY DRIVE, ANCHORAGE, AK 99516 ABSORPTION FIELD
No. of Bedrooms:
Ph°ne:\907!( ~ 349--0955 DDeep Trench MShallow Trench rlBed r'lMound mOther*
LEGAL DESCRIPTION so,, RaUng:4 OPD/Sq. FL Toff31 Depth from
13 3 CINERAMA TERRACE 1.0
- - - 1.57+
FL FL 214+ s~, FL D 3034/ F-BIO
~ ~. A+ HOME SERVICES 7/19/00-7/20/00
SEPARATION DISTANCES [] Se.t,a [] .o,d,,~ · S.T.~...
From Tank Reid StoUon Tank Sewer Un., ANCHORAGE TANK/ORENCO 1500
Well 100'+ 100'+ 100'+ - 25'+ STEEL 2
au.aaa 100'+ 100'+ 100'+ - LIFT STATION
Water
Line 1 500 ANCHORAGE TANK/ORENCO
Foundation 5'+ 10'+ 5'+ - - TIMER TIMER
Drain NONE KNOWN #20 OBI 05 HHF
Remarks: * ADVANTEX SYSTEM BENCH MARK
BOTTOM OF SIDING, FRONT OF HOUSE.
127.89 FL
Inspections performed by:. AWWC, INC. Dates: 1st 7/19/2000 ,~.." 4 -~J J ~ ...'~7~
2nd 7/20/2000
7/20/2000
( ) -,~ ; i~. ~ :- ,...,-,~; . ....~.
4th 7/21/2000
Department of Health and Human Services approval. ' vOi~&~u[¥,~ % ''j''C~' ..... -795~......'~,,e~,~,,~
Reviewed and approved by:/')-~/~--~,,-"¢'c~. ~o-;'"'"'"'"~' Date: ? 2.?-oc ~,{~o~e~o%%~,=~'" -~'""'
'~;~o~U~: A S - B U I LTD R AWl N G
I
o 100' WELL RADIUS
t I ST1 32.6 61.6
/
MH 37.5 71.7
/ C01 4-5.6 57.6
/ C02 55.8 72.2
/ C03 71.2 79.7
~ C04 120.7 123.3
C05 120.7 134.2
cj_ FD 59.2 70.7
~ ~ ~ MT 122.7 131.3
EXI~NG THREE
BEDROOM HOUSE
~ FCO
~ ~ c o~
~ ~. ' ~ (ADVAm~).
~ ..... D~WN BY:
ROBERT AND NANCY CARLSON (907) 545-0955 2 OF
~E OF WORK: rOfesstO~
AS-BUILT OF SEPTIC SYSTEM UPGRADE (ADVANTEX SYSTEM)
PeRMit NUMBER: AS BUILT DILAWING PARCEL )D NUMBER:
SW000212 - 020-0~-19
AdvanTex Treatment System
~ Sehes - Mode 1 a ~
T~ee (3) 34x48 Pods ~'
FINAL G~OE =
TOP OF TANK AT ~ 97.5~ (AVG.) ~ N~ ~T ~ TOP Of T~K AT
I~ERT OF BUNO -- I~d~ mur~ SCREENED
AT IN~ = 92.14 ~ 5.f,~,P.f~K ~ VAULT
~ ~ --ORENO0
7/2~/2000
D~WN
AI,AS~ ~TER & WASTEWATER K.D.W.
........ -~ ............ ~;~ CONSULTANTS, INC,~ ................ ~,=~;;~ SCA~:~(.. . .T .... .....
}REP~EO FOR: PHONE NUMBER: PAGe NUMBER:
ROBERT AND NANCY CARLSON (907) 545-0955 5
cmNERAMA TERRACE SUBDmVISION; LOT 13, BLOCK 3 q~,"...... ...."~
WPE OF WORK: ofess~O~J
AS-BUILT PROFILE OF TRENCH AND ADVANTEX SEPTIC TANK
EDS. ELECTRIC:
ED'S ELECTRIC INC.
3138 COMMERCIAL DRIVE
ANCHORAGE, ALASKA 99501
ER! PO1
ANCHORAGE
(907) 272-4591
Fax: (§07) 272-4590
A Plus Hame 5er¥ices
140th Drive
Anchorage, RK
RECEIVED
dUL 27 2000
Municipality at A~chora~
Dept. Health & Human Servh3e~
Attn; Bev
Sub J: Septic system et 16310 Kings Way Drive.
New electrical for septic system was installed to the National
Electrical Code Standards.
Than~..y~au,
y e R. Bruns
Ed's Electeic, ~:nc.
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 06, 2000
Expiration Data: Jul 06, 2001
Permit Number: SW0002'I2
Legal Description: CINERAMA TERRACE BLK 3 LT 13
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Robed & Nancy Carlson
Owner Address: 16310 King's Way Dr.
Anchorage, AK 99516-
Parcel ID: 020-033-19
Site Address:
Lot Size: 106917 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holding Tank [] Privy
Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. 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 ( 18AAC80 ).
3. The engineer must notif7 DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN INNOVATIVE ADVANTEX TREATMENT SYSTEM. AS
A CONDITION OF THIS PERMIT THE OWNER SHALL MAKE ARRANGEMENTS FOR THE SYSTEM TO BE
SAMPLED ONCE A MONTH FOR A MINIMUM OF 12 CONSECUTIVE MONTHS AFTER BEING PUT IS USE.
THE ATTACHED PROPERTY OWNER AGREEMENTS SHALL BECOME A PART OF THIS PERMIT PACKAGE.
Received By: ~ ~,j~j,~ C~ Date:
Issued By: ~/~/_ .. '¢' .' , Date:
ALASIG WATER & WASTEWATER
June 22, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Septic System Upgrade for Lot 13, Block 3, Cinerama Terrace.
RECIRCULATING TRICKLING FILTER (AdvantexT~9 SYSTEM
To whom it may concern:
1. GENERAL: The existing 3 bedroom home is served by a private well and septic system.
The existing septic system is surcharged and must be upgraded prior to the sale of the house.
The site has relatively steep topography, and shallow bedock.
The primary concern is the presence of shallow bedrock and our ability to maintain a 6 foot
separation to it from the bottom of the new drainfield. Given the variations in the bedrock profile
(3 test holes were excavated) we are reluctant to install a shallow drainfield that would span over
an extensive area. Therefore, in order to maximize our chance for success we have opted to
utilize an alternative technology system that will allow for a reduced drainfield size, specifically
the Orenco Systems, Inc. AdvantexTM treatment system. The topography (roughly 35%) is such
that an ISF system could not be installed. The MOA Onsite Technical Review Board authorized
the installation of three of Advantex systems on 6/14/00. The proposed drainfield will have a
4'+ vertical separation to groundwater and a 6'+ vertical separation to bedrock or impermeable
soils. The soil application rate will be the same as was approved for the Reactex units. The
following is a summary of the design:
2. SOIL CONDITIONS: Three test holes were excavated on the subject property (see the
attached site plan). Only test hole #2 had a soil profile suitable for an onsite septic system.
Below the oganic layer was a mixture of GM, SM, and ML soils to a depth of 9 feet. Between 9
feet and 13 feet the soil transitioned to fractured/weathered bedrock. It is our intent to limit the
system depth to 3 feet so as to ensure a 6 foot separation to bedrock.
6901 Debarr Road, Suite 2B - Anchorage, AK 99504
Ph: (907)337-6179 - Fax: (907)338-3246- Website: akwwc.com
3. DRAINFIELD: The intent is to install a Recirculating Trickling Filter (Advantex) System
that will allow the use of a small drainfield in the area around a 30 foot radius of TH#2. The size
of the drainfield will be based upon an allowable application rate of 4 GPD/FT2. We are
proposing to install a 5 foot wide drainfield that is 35 feet long and has an effective dej~th of 2
feet (will only consider 1.5 feet). This con'esponds to an absorption area of 224 ftL, or an
application rate of 2.0 gpd/ft2 (assuming 450 gpd total flow).
Drainfield Design Criteria:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 4 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 112.5 ft2
f. Maximum depth: 3 feet
g. System Type: Shallow Trench
h. Effective Depth: 2 feet (will only consider 1.5 feet)
i. Width: 5 feet minimum
j. Reduction Factor = 0.78
k. Length: 35 feet.
I. Effective absorption area = 224 ft2
4. ORENCO ADVANTEX SYSTEM: The Advantex STEP tank and trickling filter will be
manufactured by Anchorage Tank & Welding to meet the latest design criteria established by
Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their
standard STEP tank, it is equipped with a high water alarm per M.O.A requirements.
5. SURFACE WATER: There is no surface water within 100 feet of the proposed septic
system upgrade.
6. TOPOGRAPHY: The new trench will be installed on rougly a 35% slope. The existing,
(surcharged) trenches are on a similar slope and daylighting has not occured. The area below the
proposed trench is natural and vegetated. In short, given the performance of the exisiting system
it is reasonable to believe that placing the proposed trench on a 35% slope should not create any
adverse impacts.
7. CLOSING: I am open to any suggestions from your department that would be an
improvement to the proposed system. I am unaware of any negative impacts that this installation
would impose on adjgc~nt wells, or septic systems. If you have any questions, please call us at
337-6179. ///
6901 Debarr Road, Suite 2B - Anchorage, AK 99504
Ph: (907)337-6179N Fax: (907)338-3246-Website: akwwc.com
I ) LOT 8, BLOCK 2 ./ ~ / "~-~ // /
/ /
I I CINERA)~B~ TERRACE / / / ~ ' / /
,, /// ~
) I I , / "'-.. /I /
) I / /
/ '
,,I ///
I ,/ / ,/ ClNERAMA TERRACE // /
I I / / / /
) I / ? / / / / CINERAMA TERRACE
,, / / / .----..~o^~
I / ,' / -'" "- ~ //'L'-'~'---..
I I ~ ~ k .J~ ~.~:~ / !,
I ~ "~";'~:;:;i / /--EXISTING THREE I
I '\~. '~~'~il LI-- ~-EXISTING SEPTIC SYSTEM I
, ,,
l i~ ",5 '! \ /~;~ '~" ~ ,
~l ',,\ ',, \ "'
I
I I ,\ \ \
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6/21/2000
.......
AI~ ~TER & W~TEWATER ~.w.u.
ROBERT AND NANCY CARLSON (907) 549-0955 1 OF 3
ClNERAMA TERRACE SUBDIVISION; LOT 15, BLOCK 5
SITE P~N FOR SEPTIC SYSTEM UPGRADE (ADVANTEX SYSTEM) -~
o 100' WELL RAOIUS
/
/
/
/
/
/
WITH ~VA~ ~LT~R ~ ~
PROPOSED O~N~ELD. ~ ~ ~R UNE
EXCAVATE A ~ENOH T~T [ ~ ~
~ IS ~ FED DEEP (~.), BY ~ ~
~ 5 ~ WIDE, BY ~5 FE~ ~ ~ -~
~ LONG. ADD 2 F~ OF
'~ D~INROCK BELOW THE ~ ~ INSTATED JN THE ~TURE.
' ~% / ~ ~-- co~PL~E~ A~gON~O.
~ /X. ~. r~l~lNO D~N~EmS TO BE
D~WN BY:
A~S~ WATER & W~TEWATER ~.w.u. .~ ...
ROBERT AND NANCY CARLSON (go7) 545-0955 2 OF 5
ClNERAMA TERRACE SUBDIVISION; LOT 15, BLOCK 5
DESIGN FOR SEPTIC SYSTEM UPGRADE (ADVANTEX SYSTE~)
, NOTE= ~E BB~'D ,NSU~T,ON ,0 % AdvanTex Treatment System
INSTALLED OVER THE SEPTIC TANK &:
BEYOND ON ALL SIDES ~CEPT UNDER
~ ~v~ .~.. ~,~ w,~ ~ow ~ Series - Mode la
~ 40 ~DISCHARGE
....... ~ ~ RX 50 FtLTER OE
~3' FERNCO THREE (3) ~-10
THE ~-10 PODS COUPLING FILTERS CONNECTED
SHALL BE PLUMBED FOE TOG~HER.
SO THAT TH~ CAN FLEXIBILITY
~CH BE ISO~TED.
INLET ~ '
~ ' PUMP
DATE:
6/21/2000 ~
AI,ASI~ WATER & WASTE%~TER K.D.W. '
ROBERT AND HANCY CARLSON (907) ~45-0955 5 OF
CINERAMA TERRACE SUBDIVISION; LOT 15, BLOCK 5 ~q~jo~ '. ............ '¢~
TANK AND FmLTER SYSTEM DIAGRAM FOR ADVA~TEX SYSTEM
6901 DEBARR ROAD, SUITE 20 * ANCHORAGE, AK. 99504
PHONE (907) 337-6179 * FAX (907) 558-5246 ·
LEGAL DESCRIPTION: ClNERAMA TERRACE SUBDIVISION; LOT 15, BLOCK 5, ~'...... ~jl~"~ ........
PERFORMED FOR: ROBERT ~ NANCY CARLSON ~iH e' .................... fr~ ) A. Garness;;'"'~
DATE PERFORMED: 4/28/00 [0~...1 1~.'_7B53 ...'
I I
TEST HOLE #1 '"~,~o',o,. .... . ,...o~,.,=~
DEPTH ~
(fele!!-t~ORGANICS SOIL CLASSIFICATIONS .~~~~ % %%~~~~/7
i SM/ME "":""'¢'~ GW ~ OHO
~GP ML
%~. GM CL
4 --~ FRACTURED GC OL
~,FJl BEDROCK
,so
DEPTH TO DATE
GROUNDWATER
DRY 4/28/00
__ DRY 5/5/OO
10
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12 5/1/2000 PERC__.. HOLE WA_ S PRESOAKED 4+ HOURS PRIOR TO TESTING
15 1 4:47 6"
2 5:17 30 1 3/16" 4 13/16'_~__
14 3 5:47 -- 6"
4 5:47 30 15/16" 5 1/16"
15 --- --'- -~ 6:17 -- 6"
16 --- -~ ___ 6:17 30 15/16" 5
17
18
19 PERCOLATION RATE 5.9 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RUN BETWEEN 1.5 FT. AND 2 FT.
COHMENTS:
PERFORMED BYALASKA WATER &: WASTEWATER. I, JEFFREY A. OARNESS, CERTIFY THAT THIS
WAS PERFO~MEI~ IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE~ //~/~"1
DEPTH TO DATE
GROUNDWATER
DRY 4/28/00
DRY 5/2/00
DRY 5/5/00
ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~ O.~../,~,.,,,TP
PHONE (907) 337-8179 * FAX (007) 338-3246
LEGAL DESCRIPTION: CINERAMA TERRACE SUBDIVISION; LOT 13, BLOCK 3, ""
PERFORMED FOR: ROBERT & NANCY CARLSON ~),¢ '~/~J~"] fre]~ X:'U~ ;~:.'""',~
DATE PERFORMED: 4/28/00 '(]~%~/".. [ ¢ E -7953 ...'
(f~t) TEST HOLE ~2 ~?~* '"¢ .........
ORGANICS
~SOIL C~SSIFICATIONS
GH CL
GM/SB/ML ~ ~ SW HH
SH '~OH
SC
DEPTH TO DATE
GROUNDWATER
u~y 5/2/oo
~Rf S/S/CO
~1 MIXTURE OF DATE READING CLOGK NET TI~E WATER LEVEL NET DROP
SILT AND TI~E (~INUTES) READING (INGHES)
F~OTURED 5/1/2000 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING
12 BEDROOK 6"
13 2 4:52 10 DRY 6"
3 4:52 ~ 6"
14 -~-~ 5:02 10 DRY 6"
5 5:02 ~ 6"
15 6 5:12 10 DRY 6"
16 7 5:12 6"
8 5:22 10 DRY 6"
17 9 5:22 6"
10 5:52 10 DRY 6"
12 5:42 10 DRY 6"
19
PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. (INCHES)
20
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT,
COHHENTS:
PERFORMED BY A~SKA WATER ~ WASTEWATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS
WAS PERFUMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE: ~/~11~
DEPTH TO DATE
GROUNDWATER
DRY 4/2B/00
DRY 5/2/00
DRY 5/5/00
6901 DESARR ROAD, SUITE 2B * ANCHORAGE, AK, 99504
PHONE (907) 357-6179 * FAX (907) 358-5246
LEGAL DESCRIPTION: CINERAMA TERRACE SUBDIVISION; LOT 13, BLOCK 3,
PERFORMED FOR: ROBERT & NANCY CARLSON i....;.[//~ .~ ~ ..... ....'~....:....~
DATE PERFORMED: 4/28/00
I I '"";;: :;'""
TEST HOLE #5
~EPT~ ~
(feet) ..... ORGANICS
3 ~ GP HL
~ F~CTURED ~GH CL
4 ~ BEDROCK GC
, ~ ~, SW MH
5 ~ ~ SP CH
; s~ I OH
DEPTH TO DATE
~ ROUNDWATER
10
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIHE (HINUTES) READIN6 (INCHES)
13
15
17
19 PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RUN BETWEEN - FT. AND - FT.
COHHENTS:
PERFORMED BY A~SKA WATER · WASTEWATER. I, JEFFR~ A. GARNESS, CERTIW THAT THIS
WAS PErFORmED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE:
DEPTH TO DATE
3ROUNDWATER
\
PROPERTY OWNER MAINTENANCE AGREEMENT
ON-SITE WASTEWATER DISPOSAL SYSTEM
This agreement, dated ~'0 1~"/ 5- ,200_~, is made between the Municipality of
Anchorage Department of Health and Human Serv.~i.c~s (DHHS) and the property owner(s) of
This agreement is made for the purpose of maintaining an on-site wastewater disposal system
on the subject property.
The property owner(s) agree to the following:
The property owner(s) will have an annual inspection of the system performed by a registered
professional engineer. This inspection shall verify that all effluent and air pumps, timers, and
alarms are functioning as designed. Any deficiencies shall be corrected and the engineer's
statement that the system is functioning as designed shall be filed annually with the DHHS.
Pr~'e-r~Owner
Property Owner Name
(Notarize Here)
.,,:
Judicial District _~ SS.
On this ~- day of ~?~& in the
year ~'-~ , before me, the~tndersigned notary
public, personally appeared:
]./~lF~ ,~). ~¥61y~tY/ known to me to be
th~ person(s) whose ha{ne(s) i~/are subscribed to the
within instrument and acknowledged that he/she/they
executed the same for the purposes therein
contained.
In witness whereof, I hereunto set my hand and
0 1 '~ seal. ~-
Notary l~>lic (signatur.e)
Vt ' tmfr /-.,
(Notary~ printed
My commission expires:
Municipality of 'Anchorage
Department of Health and Human Services
826 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
h~r./h~ww.d.anchorage, ak.us
Dear Homeowner/Prospective Buyer:
The on-site wastewater disposal system you are purchasing/installing is an "alternative" wastewater
disposal system. This system, known as an AdvanTex Treatment System Septic System:, is
undergoing testing within the Municipality of Anchorage under the Alternative System section of the
Wastewater Disposal Regulations (AMC 15.65). There are certain risks involved with the ownership
of one of these systems:
The technology used in this system has been shown to be effective in other areas. The system
is currently undergoing a two-ye~tr testing period in Anchorage under the guidanem of the
Department ofHeaith & Human. Services. (DHHS) and the State of Alaska Department of
Environmental Conservation (Al3EC) to detente its effectiveness in a subarctic environment.
2. The system for this property received a vertical separation distance waiver from both the State
of Alaska and Anchorage Municipal Codes to ground water. This waiver was g~anted due to
the system's expected performance within the site conditions on this property.
I (we) certify that I (we) have read the above statements and am(are) aware of the risks outing. I (we)
also certify that I (we) a~n.(are) in the proc~s, s of purchasing (property legal description):
~ (P~fir~h~er N~m~) ' ' (Pm'chaser Name)
~ (Patchier gi~nat~)"~ ~urch~ser Signature)
Notarize Below
s ,eof ff/ 5
,200 0
p~rsonally appeared before m~,
__ whose identity I provM on the oath/affirmation of ,
a credible witness to be ~he signer of the above document, and he/s h e.,ac kn,~ w I e~ged it~ai he/she silted
~ "~31'~' T *q -'.~'e/~ ~qqo~'y Public Printed Name)
Parcel I.D. #
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Sita Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
(907) 343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILLY DWELLING
020-035-19
# ooo
GENERAL INFORMATION
Completelegaldescription CINERAMA TERRACE SUBDIVISION: LOT 13. BLOCK
Location (site address or directions) 16510 KING'S WAY DRIVE. ANCHORAGE. AK 99516
Property owner ROBERT AND NANCY CARLSON Day phone (.907) .345-0955
Mailing address p.o. BOX 110517. ANCHORAGE. AK 99511
Lending agency
Mailing address
Day phone
Agent NElL THOMAS w./ FORTUNE PROPERTIES Dayphone (907) 562-7653
Address 2525 "C" STREET. ANCHORAGE. AK 99503
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual well xxx
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site xxx
Holding Tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide wdtten confirmation from State ADEC
lng to the legality and status of system.
72-025 (Rev. 1/91) Front MOA f~21 Computer Version
Note: Alaska. Water. and Wastewater Consu. ltants, Inc.. shall be paid $1400.00 at,
or prior to, Closing for the engineering services provic/ecL
5. STATEMENT OF INSPECTION BY ENGINEER
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
wastawater disposal system is safe, functional and adequate for the number of bedrooms and type of
structure indicated herein. I fudher redly that basg~d on the information obtained from the Municipality of
Anchorage files and from my investigation and in~j3ection, the on-site water supply and/or wastewater
disposal system is in compliance with ail Mu~ic~i and State codes, ordinances, and regulations in effect
on the date of this inspection. ~ / ~ I
NameofFirm ALASKA~/ATEp,&,i/A~FEWA~'ERCONSULTANTS,'NC. Phone (907)337-6179
^ddres
In conducting this evaluation, AWWC, I tte/ ~pted to provide a thorough, conscientious engineering analysis of the
performance of the system under the condition, encountered at the time of the test, and separation distances
measured to readily identifiable features. The c )erational life of all wells and septic systems depend
on the local soils condition, ground water levels that may fluctuate during the year, and the water
usage of the family being served by the system, These conditions are outside the control of
the evaluator of the system. Satisfactory test results do not guarantee future performance
of the system, nor do they guarantee that there are no hidden defects or encroachments.
AWWC, Inc. can therefore not provide any warranty for future estimate of how long the
system will continue to meet the operational requirements of the ADEC or MOA DHHS,
The content of this report is for the sole benefit of the owner listed above. Any
reliance upon or usa of this report by any other person or parly is not authorized,
nor will it confer any legal right whatsoever.
6. DHHS SIGNATURE
~'~ Approved for ~
Disapproved
__ Conditional approval for
bedrooms
bedrooms, with the following stipulations:
Additional Comments
Date_.7- ~- ?" 0 ~
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 [ending 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) Sack MOA #21 Computer Version
Municipality of Anchorage ~JU/
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825 "L" Street, Rm 502 Anchorage, Alaska 99501 (907) 343-4744 "~'~,IFNT^~
Health Authority Approval Checklist
LoT 13~ BLOCK 5Parcel I.D.:
IfA, B, or C, attach ADEC letter. ADEC water system number
Legal Description: ClNERAMA TERRACE S/D;'
A. WELL DATA
Well Type PRIVATE
Log present (Y/N) YES
Total depth 193'
Sanitary seal (Y/N)
Date completed
Cased to 41'
YES
020-035-19
8/21/86
Casing height (above ground)
Wires properly protected (Y/N)
N/A
19.5"
Yes
FROM WELL LOG
Date of test 8/21/86
Static water level 58'
Well production 12
WATER SAMPLE RESULTS:
Coliform 0
Date of sample: 7/21/2000
SEPTIC/HOLDING TANK DATA
Date installed 7/19/2000 Tank size.
Nitrate
AT INSPECTION
4/~ 0/2000
70'
g.p.m. 5.7 g.p.m.
"O:',~-~--m~-'/~ Other bacteria. 0
Collected by: A.W,W.C., INC.
1500 Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression (Y/N) NO High water alarm (Y/N). YES
Date of Pumping NEW Pumper -
AN
* THIS IS SYSTEMIj
ABSORPTION FIELD DATA ADVANTEX
Date installed 7/20/2000 Soil rating (g.p.d./ft2 or ft2/bdrm) *4 System type *TRENCH
Length 30' Width 5' Gravel thickness below pipe 2' Total depth
Effective absorption area *214+ SQ FT Monitoring Tube present (Y/N) YES Depression over field (Y/N) NO
Date of adequacy test NEW Results (Pass/Fail) For ~
Fluid depth in absorption field before test (in.)~ded (in.): __
· reatment (past 12 months) (Y/N) If yes, give date
72-026 (Rev. 3/g6)* Computer Version
D. LIFT STATION
Date installed
Manhole/Ac~ss (Y/N) ~/~ ~' level at* //~ "Pump o~' level at* ~/~
// .
High~~~ ~tum~
~d
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
100'+
100'+
N/A
On adjacent lots 100'-F
On adjacent lots 100'+
Public sewar manhole/cleanout N/A
Sewedseptic service line
25'+
Liffstation__ 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation. 5'+ Property line_ 5'+ Absorption field
Water main/service line 10'+ Surface water/drainage 100'+ ,Wells on adjacent lots
5'+
100'+
SEPARATION DISTANCES FROM ABSORPTION FIELD ON LOT TO:
Property tine 10'+ Building foundation
10'+ Water main/service line 10'+
Surface water 100'+
Curtain drain
NONE KNOWN
I certify that I/I, ra~ )"~da~rr~ln~d/th!
of Munic/pa[reco,
with MOA ~
Signature ~ t~llV
EngineeFs Nam~
Date ~ ~/~
field inspections and review
syatems are in conformance
on this date,
/¢ l/ JEFFREY A, GARNESS
Driveway, parking/vehicle storage area 1
Wells on adjacent lots 10/O%
~"4 6;E-7953 ..." ¢¢
¥'... ...' ~o,;~
HAAFee$ ~ L~ ' ~'~
Date of Payment
Receipt Number
72-026 (Rev. 3/9S)* Computer Version
Waiver Fee $
Date of Payment
Receipt Number
Sent By: Alaska Water & Wastewater Oonsu; 907 338 3246;
07-25-00 1~:4S FRO~¢TE ENVIRONMENTAL
,~1~ CTaE Environmental Services Inc.
5615301
dul-26-O0 16:11; Page 2/2
T-Sg3 P.02/03 F-51g
CT&E
ClieO. t Name
Clie~! Sample ID
M~tri~
Ordered By
Pw$ID
Clien~ P~
Printed l~al:ef'l'Jme 07/26/2000 10;50
Collected DalrJTime 07/21/20~0 15::~0
Rec~iv,:d Date/Time 07,r21/2000 16:25
S~nple Rgma~ks:
R~ul~; p(~£ Omts Me.od
0.$00 u 0,500 mF,fL EPA 300.0 10 max o?J21100 SCL
PLi. a:eobxo 1 oe~'
Tot. al Colitbnu 0 col/lOOnfl. SMI8 9222B 0?121100
Jul-22-00 16:53 CT&E Anchorage/Micro 907 561-5301 P.02
zTr ==::m.,,
200 W. Potter Drive
Drinking Water Analysis R~port for Total Coliform Bacteria Anc,o,,eo. AK eos~8.~eos
Tel: (9071 562-2343
READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTING SAMPLE Fax: (907) 561-5301
MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY L.\BORATORY
[] PUBLIC WATER SYSTEM I.D.#
PRIVATE WATER SYSTEM
[] Send [nvoice
Send Results
[] Send Invoice
Name
Month Day
SAMPLE TYPE: .-'
/~ Routine D
Repeat Sample (for routine sample
with lab ret'. no. )
~ Special Purpose
SAMPLE LOCATION
Year
Treated Water
'~ Untreated Water
Time Collected
Coll.=ted By
crt
Analysis shows this Water SAMPLE to be:
Satisfactory
D Unsatisfactory
[] Sample over 30 hours old, results may
be unreliable
Sample too long in transit; sample should
not be over 48 hours old at examination
to indicate reliable results. Please send
new sample via special deliver~ mail.
Date Received
Time Received
Analysl~ Be~,,
Analytlczl Method: ")~.'~.ernbrane _Filter
iD MMO-MU~
* Number of colonies/100 mi,
Result* Analyst
1 004004 F071
J Fbkl Jun
Faxed
Date: Time;
Client notified of.~sltll!~ results.
Phoned Spoke with
Date: ~7/~7.-- Time:
BACTERIOLOGICAL WATER ANALYSIS RECORD
COLIFIRM.
MMO-MUGRen~ Total CoUferm E, C~l
Membrane F;;ti~; DIr*~ Count .O.---- Cotonles/~l~ mt
Verification: LTB. RGB
Fe~l Coliform Confirmation
Final Membrane Filter Results (~) Coliform/100 mi
ReportedBy ,~~a~~ate --~,~.~./~L~ Time \(,4~[~''~ hfs
/
~ ~l~ Member of the SOS Group ($oeiete G6neral~ de Surveillance)
ENVIRONMENTAL FACILITIES IN ALASKA. CALIFORNIA, FLORIDA. ILLINOIS, MARYLAND, MICHIGAN, MISS0UB~, NEW JERSEY, OHIO. WggT
MUNICIPALITY OF ANCHORAGE
: DL ATMENT OF HEALTH AND HUMAN SER ES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
- ...."~2~. T0 SEPTIC ABSORPTION
AddressPleUra ~ TANK FIELD WELL
Phoneis, l Perr~,i NO No.o' rooms WELL
LEGAL DESCRIPTION LOT LINE
Subdivision
Lot [& Block 3 C,~m. Te~ FOUNDATION
Township, Range, Section
AS-BUILT DIAGRAM (Show Iocahon ol well, septic system, property hnes, foundahon,
~ ~ / T // /¢/~ ~ ~ dnveway, water bodies, etcJ
TANKS
~ ~ N
y SEPTIC ~ HOLDING ~ I
Mater~al No. of Compadments ~ L
TYPE OF SYSTEM
~ TRENCH ~ BED ~ W. DRAIN ~ OTHER
De~th to p~e hot'tom from Total depth lrom original gra~e
or~gm~ grade ~ I/~ FT "~
Gravel length Gravo' w,dth
~ ~ 5~ ~ Io~ FT ~ FT
Number oi hnes Pipe materiat
~ ~ t~ 8/o ~ , ~~.
installer D~e installed
WELLS
~ PRIVATE ~ OTHER (Identitv)
FT~ FT
REMARKS:
Scale: ~5 ENGINEER'S SEAL
inspections PeHormed by:
Municipal and S~ gmdelines in effect on this date:
72-013 (3/85)
0 iii I :L -q- l ~iit S
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: /'~m1~¢¢ 7~ Co..-J.¢o,.~ d,-
DATE PERFORMED:
(ENGINEER'S SEAL)
LEGAL DESCRIPTION: ~i~e~'''~-~t '7~c'''t('~ ~"-~/'/,.,~ Township, Range, Section:
10
11
12
13
14
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water Alter t O
Monitoring? 1~. Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
I"
~/1 zo 3o ~.53~
~-z I Io qo
cwt /o ?~
PERCOLATION RATE '~' Z"-(minutes/inch) PERC HOLE DIAMETER
COMMENTS
PERFORMED BY: ~ ~c~ IFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT dTHIS DATE. DATE:
72-008 (Rev. 4/85)
0 0 0 0 0 0 0 0 0 0 0 0
Z
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL,-~ ,-,.,.,~=~(~'"" ~1~
OF ON-S TE SEWER AND WATER FAC. TY
264-4720
Application Date '//////~'~
Legal Description (include lot, block, subdivision, section, township, range)
~.~ t.l."5 c/NE£,~A -[~f~/~Ac~ ,SEC. /
Location (address or directions) ,
(b) Applicant Name ~'0~'~ C~O~ Telephone:Home 277-~V Business
Applicant Address 2~ ~ P052~ ~,. ~~ ~ ~~
GENERAL INFORMATION
(a)
(c) Applicant is (check one): Lending Institution []; Owner/builder I~; Buyer []; Other [] (explain);
(d) Lending Institution.
Address
(e)
(f)
Real Estate Company and Agent
Address
Telephone
Mail the HAA to the following address:
Telephone
TYPE OF RESIDENCE
Single-FamilyJ~ Multi-Family []
Number of Bedrooms
Other
WATER SUPPLY
Individual Well [~ Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
SEWAGE DISPOSAL
Onsite [~[,' Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72-025 (11/84)
ENGINEERING FIRM PROVIDII~ INSPECTIONS, TESTS, FILE SEARCH, DA rA AND INFORMATION
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 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 /~ ! A/'~
Address
Date
o
DHEP APPROVAL
Approved for -~ bedrooms by
ApproVed ,. ' /-/ . Disapproved
Terms of Conditiohal ApPr~o~l
Conditional
Date
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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.
Page 2 of 2
72-025 (11/84)
MUNICIPALITY OF ANCHORAGE (MOA) ~.t4~/~,Ot't~'~'~
HEALTH AUTHORITY APPROVAL (NAA)
CHECKLIST- FEBRUARY 1984
Legal Description: ~.~/'"/-~ ~'~'~¢~'
WELL DATA
Well Classification
Well Log Present (~)/N)
Total Depth I C~3' Cased to /~//'
Static Water Level ,-~' /
Casing Height Above Ground ~-' ~' '
Electrical Wiring in Conduit ~)/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot I ~'~ '
To Nearest Edge of Absorption Field on Lot 20 ?
If A, B, C, D.E.C. Approved (Y/N)
Date Completed ~ /Z ~//_~ Yield
Depth of Grouting ~//~
Pump Set At
Sanitary Seal on Casing {~/N)
Depression Around Wellhead (Y/~
; On Adjoining Lots
/ ; On Adjoining Lots I00 ""/"
To Nearest Public Sewer Line /~//~ To Nearest Public Sewer
Cleanout/Manhole A//,~ To Nearest Sewer Service Line on Lot /I/'//~
Water Sample Collected by -J, .~/..~'/7~/'~/C~' (~'C,..~) ;Date
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed JO/~~
I '/
Standpipes {~)/N)
Depression over Tank (Y~
Size !OO("~ No. of Compartments
Air-tight Caps {~N) Foundation Clean~N)
Date Last Pumped
Pumping/Maintenance Contract on File (Y/N) , for
Holding Tank High-Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
TO Property Line
To Water Main/Service Line
Course
I
To Building Foundation
I0
To Disposal Field
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Abso[ption Strata
Date ,nsta,,ed /0171
/ ,
Width of Field ~ z
Square Feet of Absorption Area
over Field (Y/~
Depression
Results of Last Adequacy Test
Type of System Design
Length of Field /0~ /
Depth of Field ' ~ ~ ~'
Gravel Bed Thickness 0, ~' '
Standpipes Present ~N)
Date of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation
Lot /V'//~
To Water Main/Service Line
ZO'/'
'-lq'
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments~ 2 / OF
To Property Line lO ''j-
; On Adjoining Lots
To Existing or Abandoned System on
To Cutbank (if present)
I00 '*
F/
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for ~
Electrical Codes (Y/N)
Comments
Dimensions ~
Manhole/Acces~
"P~:~rl~Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I ha,~e c_,.becked,,verifie, d or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed Date /
Company [ [ ~.~-~ //~C. MOA No.
Receipt No. /00/ 003C
Amount: $
A FfAtNM£~iT.~
Page 2 of 2
72-026 (11/84)
LABORATr RIES, INC,
:""/127 OLD SEWAIU) HIGh.'A¥
ANCHORAGE, ALASKA 99518
(907)344-8551
I.D.
BAC1L:RIOLOGICAL MATER ANALYSIS
TO BE COi~LETED BY I~TER
I~TE COLLECTED TII~ DAY
I.D. NO. (PUBLIC *SYSTEMS)
I : ! I ,,I t I_ I A
NAME 0£
TYP~ OF SYSTEM
~1PUBLIC~I~NDIVIDUAL
CIRCLE CLASS B C,
SYSTEM ADDRESS
CITY
STATE
ZiP CODE
LOCATION WHERE SAMPLE WAs COLLECTED
COLLECTED BY:(SIGNATURE) ~
TYPE OF SAMPLE
(CHECK ONLY ONE THIS COLUMN)
~DRINKINGWATER
/CHECK TREATMENT
I"1 RAW SOURCE WATER
I"1 NEW CONSTRUCTION OR REPAIRS
I:~ OTHER(Specify)
I~CHLORINATED
r'iFILTERED
~[,UNTREATED O~ OTHER
IS THIS SAMPLE A CHECK SAMPLE TO A PREVIOUS NON-CONFORMING SAMPLE?
I'1 YES 'NO PREVIOUS COLLECTION OATE
ANALYSIS REQUESTED (IF OTHER THAN TOTAL COLIFORM)
SEND REPORT TO:(PRINT FU~L NANE,AOORESS AND ZIP COOE
BACTERIOLOGICAL MATER ANALYSIS RECORD
FOR LAB USE ONLY
"~TOTAL COLIFORNS
r--I FECAL COLIFORNS
I'--] OTHER
C~ RESUBMIT SAMPLE
Sample rejected because:
CHECK ONE OR MORE
I~] Sample too long in transtt.
Sample should not be over 30 hours.
l~ ~a~.]e received too late tn week
I~l~n.proper container
C3Leaked out
r'l Insufficient information provided.
Please read instructions on form.
[:3Other (Specify)
RECEIVED FROM
RECEIVEO BY
DATE TIME
ANALYTICAL HETHOD:
~NE FILTER
E]FERMEflTRTION TUBE
Date &Ttme Started
Date & Time Completed i1-~/:~
LABORATORY RESULTS
I-1 Other Bacteria
ri Test unsuitable because:
[~] Confluent Growth
I-1 TNTC '
SATISFACTORY D~'//UMSATTSFACTORY []
Membrane Filter: Direct Count
Verification: LTB
Final Membrane Filter Results
Repo~ted By
BGB
Date
Coliform/lOOml
.Coliform/lOOml
Time A.M.
P.M.
READ SAMPLE COLLECTION INSTRUCTIONS ON BACK OF FORM
ALASKA UIROIllllE[1TAL CO[1TROL SEkuICES, Inc.
I~n§Jn¢¢rJnq $ ~nuironm~nlal Studies
SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - LOT 18, BLOCK
CINERAMA TERRACE SUBDIVISION
1.0 GENERAL
1.1 THE DRAWINGS, SHEETS 1 THRU 2, SHALL BE PART OF THIS
SPECIFICATION.
1.2
ALL MATERIALS AND WORKMANSHIP SHALL MEET THE
REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE,
DEPARTMENT OF HEALTH & HUMAN SERVICES (DHHS), THE
CONDITIONS OF THE PERMIT, AND ALL APPLICABLE
RULES AND REGULATIONS CURRENTLY IN EFFECT.
1.8
ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE
VERIFIED OR MODIFIED IN THE FIELD BY A DHHS APPROVED
INSPECTOR.
1.4
1.8
IT IS THE RESPONSIBILITY OF THE INSTALLER TO ADHERE
TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN THE
SPECIFIED SEPARATION DISTANCES, AND TO HAVE THE
APPROPRIATE INSPECTIONS.
IF THE INSTALLATION IS NOT INSPECTED BY AN AECS
ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE
DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED
PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF
INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN
WHAT THESE INSPECTIONS WILL INVOLVE.
2.0 SEPTIC SYSTEM
2.1
THE SEPTIC TANK SHALL BE A UPC-APPROVED TWO-COMPARTMENT
TANK, CONSTRUCTED OF 12-GAUGE STEEL WITH BITUMASTIC
COATING, SET LEVEL ON UNDISTURBED SOIL, AND INSULATED
WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE
POLYSTYRENE.
2.2
THE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM THE
HOUSE FOUNDATION, AND A MINIMUM OF § FEET FROM THE
ABSORPTION AREA.
2.8
THE SEPTIC TANK AND BED SHALL BE A MINIMUM OF 100 FT.
FROM ANY PRIVATE WELL OR BODY OF WATER, 1§0 FEET FROM
CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS.
2.4
PIPING SHALL BE FITTED WITH A MECHANICAL WATERTIGHT
CALDER COUPLING ON THE OUTLET AND INLET OF THE
SEPTIC TANK. PIPING SHALL BE 4-INCH SOLID PVC ASTM
D3034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" PER FOOT
WITH A MINIMUM OF 4 FEET OF COVER.
1200 LUcsl 33rd Aucnue. Suite B, Anchore§e, Aloska 99503 . [907) 561-50/10
2.5
CLEANOUTS SHALL BE INSTALLED AS DESIGNATED AND CAPPED
WITH AIR-TIGHT RAIN CAPS (JIM CAPS OR EQUIVALENT), AND
EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL.
3.0 SEEPAGE BED
3.1 SUFFICIENT FILTERING MATERIAL HAVING A GRADATION MEETING
THE FOLLOWING STANDARD:
SIEVE SIZE (MM)
PERCENT FINER BY WEIGHT
#4 (4.75) 100
#10 (2) 75 - 100
#60 (0.25) 5 - 75
#200 (0-074) 0 - 15
MUST BE PLACED ON TOP OF THE ACCEPTING STRATUM OF NATIVE
SOIL TO LEVEL OUT THE BED BOTTOM.
3.2
THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH,
SCREENED ROCK WITH LESS THAN 3~ PASSING #200 SIEVE
RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHHS
APPROVAL.
3.3 THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED
WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT
BEEN COMPACTED DURING EXCAVATION.
3.4 THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH
A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL
BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS.
3.5 MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN THE
DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR
OR 4 INCH DIAMETER CAST IRON. THE SECTION SHOWN WITH
HOLES MAY BE EITHER DRILLED 0.5 INCH HOLES ON THE 6 INCH
CENTERS ON OPPOSITE SIDES OF THE PIPE, OR A SECTION OF
REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE
SOLID SECTION WITH A NO-HUB COUPLING OR SOLVENT JOINT.
A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED
OVER THE TOP OF THE PIPE.
....... i z;CilO?.I
1988
3.6
IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET
ABOVE THE ORAVEL, INSULATION IS REQUIRED, USINO DOW
EXTRUDED BLUE STYROFOAM BOARD. THERE SHALL BE ! INCH OF
INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED
4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18 INCHES OF
SOIL EVEN THOUOH INSULATION IS USED. THE SOLID PIPE
EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL
ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF
INSULATION COMBINED WITH SOIL TO PREVENT FREEZING OF
THE LINE.
3.7 IF INSULATION IS NOT NECESSARY, THEN THE GRAVEL MUST BE
8.8
COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS
MIRAFAI, FIBRETEX 200 GRADE, POLY-FILTER X, OR
EQUIVALENT).
THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A
WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS.
4.0 INSPECTIONS
4.1
THIS BED WILL REQUIRE THREE INSPECTIONS. THE FIRST
INSPECTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE
THAT THE SYSTEM IS INSTALLED IN PROPER STRATA AND
DEPTH.
4.2 THE SECOND INSPECTION WILL BE PERFORMED AFTER SAND FILL
IS INSTALLED, BUT PRIOR TO PLACEMENT OF GRAVEL AND
DISTRIBUTION PIPES. THIS INSPECTION WILL VERIFY THAT
THE FILLER IS PROPERLY INSTALLED, THAT IT MEETS
SPECIFICATIONS AND THAT IT FULFILLS THE INTENTION OF
THE DESIGN.
4.8
THE THIRD INSPECTION WILL BE PRIOR TO BACKFILL AND
VERIFY THAT DISTRIBUTION PIPES ARE POSITIONED PROPERLY,
SUFFICIENT GRAVEL IS PLACED, AND THE SPECIFICATIONS OF
THE DESIGN ARE MET.
1986
ALASKA ENVIRONI~ENTAL
CONTROL SERVIC , INC.
1200 west 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
JOB ~--~', :'/c',.-o....,,~..,~ 7'~_--," .~.r"~'
SHEET NO
CALCULATED BY
/
CHECKED BY
SCALE / ~ ~'
OF
DATE '~ '~.,.PL~"~ f"~"
DATE
1986
RECEJVi:D
ALASKA ENVIRONlaENTAL
CONTROL SERVIC , INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
JOB
SHEET NO.
CALCULATED BY '~ a ~ '7
CHECKED BY
SCALE /~7 ~
DATE
ALASKA ENVIRONMENTAL
CONTROL SERVIC
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
, INC.
SHEET NO. OF
CHECKED BY DATE
sOA~E 1"~30'
~ U/ELL