HomeMy WebLinkAboutKNIK VIEW BLK 2 LT 9Knik View
Block 2
Lot c)
#051-031-40
Municipality of Anchorage Page I of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O: Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: <~'{/~'/c:J~O~'~-~ PID Number: 0-~'1-- O3 ~-- ~
Name: ~0~ ~/~P~lq Wastewater System: ~ New D Upgrade
A~,e,~; ~0 ~ ~5~?,~/~/~ ~7 ABSORPTION FIELD
Phone: ~_ ~ I.o. of Bedrooms:~ ~ Deep Trench ,ShallowTrench .Bed .Mound .Other
LEGAL DESCRIPTION SoilRating: J,~ GPD/Sq. Ft. Total Depth from original grade:
Lot: ~ Block: ~ Subdiv~'on:~ I~ ~1 ~ ~pth to pipe bottom from original~gr~e: Ft. Gravel depth beneath pipe
Township: ~ Range: Section: Fill added above originsl grade: Grovel length:
WELL: D New ~ Upgr~ araveiwidth: 5 Number of lines:
Ft. { Ft.
C ~s f cat on (Pr rate, A,B,~) ~ Cased To: Total absorption ar.~ I Pipe mate~ah
~b{ I~ ~ ~ Ft. Ft. SO. Ft. A¢T~ D30~q~lO
~~ ~,~ ~t ~. TANK
SEPARATION DISTANCES ~s~c ~ Ho~ng :
WelY ~ ~ ~ ~ __ ~.,~da.: 5tee J NumberofOompa.ments: ~
Sudace
Water l~V l~ LIFT STATION
C~.~?~n --~0~, /~-- ~ IEl~tricallnsp~ti°nsped°=edby:
Remarks: P*~c ~a C~=~ 5~] BENCHMARK
Assumed Elevation: I O~
Inspections pedormed Y'~gie ki~r, Aiaska ~zz ~nd ~- 1~-~ ~ no"~nT C. COW~
Depadment of Heallh and Human ~e~ces approval -- ~.--. ... ~.
72-013 (Rev. 9~J1) MOA 25
PERMIT NO SW990073 PAGE 2 or 3
Municip. cti$_ _y_..oC Anchorcae
DEPARTMENT OF HEALTHAND HUMAN SERVICES
ENVIRONNENTAL SERVICES DIVISION
P.[D, Box 196650 ·Anchopcge, Atcskc 99519-6650·TeLephone~ 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 9, BLOCK 2, KNIK VIEW S/D
P.I.D. NO. 051--031--40
/
LO? 8,
1250 GALLBN
//
/
/
/
/
LOT 10
ROBERT
CE - 8801
PERMIT NO SW990075 PAGE 5 OF 5
Municip.~U~.. _y_..o~ Nnchor~ee
DEPARTMENT OF HEALTHAND HUM'AN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P,B, Box 196650 eAnchor'o, ge, A[o, sko, 99519-6650eTetephone~ 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 9, BLOCK 2, KNIK VIEW S/D P.I.D. NO. 051--051--40
90.1'
FINAL
NEW
1250 GAL
SEPTIC
TANK
GRADE
~INSULATION
'85.9'
C01
C02
MT2 MT1 CO1 = 86.1'
~[1~~.~ 2" INSULATION
~1~ CO1 83.6'
MT2 = 80 9'ff ~MT1 = 80.9'
·
NO WATER FOUND
73.4' B,0.H.
A B
FCO 17.5' 15.5'
ST1 23.0' 15.0'
ST2 28.0' 21.5'
DBL1 29.5' 23.5'
DBL2 S0.5' 24.5'
~rl 28.5' 46.0'
Col 27.0' 46.5'
~02 70.5' 48.0'
MT2 68.0' 46.5'
Municipality of Anchorage.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS. LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: LO+ ~ ~lO~:~ 2.,~#]~V,~R~Township, Range,Section:
4-
5
6
7
8
9
..10
11
12
13.
14
15
16
17.
18-
19-
20-
SLOPE
WASGROUND WATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
Gel)th lo Water After ~-
Menitoril~g? Oate:
SITE PLAN
I
N
Reading Dete Gross Net Depth to Net
Time Time Water Drop
0
P,e£;ll~* ~" 60~;-i ~" I~/~''
PERCOLATION RATE'~'~ ~'~ (minutes/inch) PERC HOLE DIAMETER ~ ~.t
TEST RUN BETWEEN .~ FT AND ~' FT
COMMENTS ~3~'/~- ,,IO~.~3~T' ~ ~V~5~o~) ~lb~ ~c,'L~ ~0 /~ ~/ ~
ACCORDANCE WI~[~EE~8~L GUIDELINES IN EFFECT ON THIS DATE. DATE: F /7 / ~ ~
72-008 {Rev. 4/~)
i'ROBERT C. COWAN, RE.
ROBERTA. SHAFER, EE.
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
WELl. INSPECTION
&FLOWTESP
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUM~/q SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
RECEIVED
MAY 2 4 1999
Municipality of Ancr~orage
Dept. Health & Human Services
The septic i~ections for the referenced property were
performed on |0-99 and ~-IO-9~ · Prior to submitting
the On-site Wastewater Disposal System and~or Well Inspection
Report we are waiting for the ~'~,~ ~W to be
completed.
If we may be of further service please contact us.
Sincerely,
Robert C. Cowan, P.E.
17034 NORTH EAGLE RNER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 99577
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
Initial
Date Issued: Apr27, 1999
Expiration Date: Apr 26, 2000
Permit Number: SW990073
Legal Description: I~J~I~i~f,,BLK 2 LT 9
Design Engineer: 0003 S & S Engineering
Owner Name: Leroy Alderman
Owner Address: PO Box 670045
Chugiak, AK 99567-
Parcel ID: 051-031-40
Site Address:
Lot Size: 20000 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] 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 notify 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.
At the time of construction an additional soils test shall be performed to cover the South end of the Alternate site.
The ML./SP layer underlying the GW layer shall be perced at that time.
Any changes to the attached design are subject to approval of DHHS.
Received By:
Issued By:
ENGINEERING STUDIES
AND REFORTS
APR 09 1999
MUNICIPALITY
OF
ANCHOPo~'(~J~OBERT C. COWAN, P.E.
ENGINEERS
(907) 694-2979
FAX (907) 694-1211
April 8, 1999
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 9, Block 2, Knik View
Request you issue a permit to install a septic system to serve the four bedroom
dwelling on the referenced property.
A test hole was excavated and a percolation test was performed. The approximate
location of the test hole is'located on the attached site plan.
At the time of excavation 3/30/99 water was not found. After seven days of ground
water mon~toring the monitoring tube was dry.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the
adjacent properties.
If you require additional information, please contact us.
S~cerely,
Robert C. Cowan, P.E.
RCC/jbm
Enclosure
17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER, ~KA 99577
' '. 1"'= 40' ' PLOT PLAN DESIGN
SCALE ....
/
I
TO
PERFORMED FOR:
LEGAL DESCRIPTION'?
Municipality of Anchorage.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMEr
Township, Range, Section:
4-
5-'
6.
7.
8.
9.
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
SLOPE SITE PLAN
IF YES, AT WHAT
DEPTH?
I
N
~ I~-~
P--~
S
Dep~ lo Waler Alter
Mofl~ring? ~)/~ "~ Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE '~ ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN "~ FT AND L~ FT
PERFORMED BY: ~'-~ ~ -'--,- ~ , ..... I CERTIFY THAT TH~S TEST WAS PERFORMED iN
...... , ........... ~ ........ ._ . , ,~/ /,~
ACCORDANCE W~L~"~rL~Z~PAL GUIDELINES I" EFFECT ON THIS DATE. DATE; ~1
72-008 (Rev. 4/85)
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
ROBERT C. COWAN, P.E.
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
REFERENCE: Lot 9, Block 2, gafik View
Aplil 8, 1999
GENERAL:
The scope of this project includes the installation of a 1250 gallon septic, tank and
leachfield trench for the four bedroom house located on the referenced property.
Construction shall be in accordance with the approved site plan and design drawings,
Municipal permit with any special provisions or conditions, and all applicable State and
Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary underground utility
locates.
Unless specifically agreed otherwise, the property owner shall be responsible for final
grading areas subsequently depressed from soil settling.
Contractors installing wastewater disposal systems must be certified by the Municipal
Health Department for system installations. Owners installing their own systems must
also receive prior approval from the Municipal Health Department.
SEPTIC TANK INSTALLATION:
A septic tank is to.be constmcted by a certified septic tank manufacturer. Construction
shall include two 4" cleanouts for pumping access.
The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank.
All standpipes on the septic tank shall extend a minimum of 12 inches above final
grade.
17034 NORTH EAGLE RIVER LOOP SUITE 204 "EAGLE RIVER, AL,~KA 99577
Page 2
Lot 9, Block 2, Knik View
April 8, 1999
Septic tanks installed with less than 4 f~. of cover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation.
In the line between the tank and the leachfield there shall be two adjacent cleanouts
(unless an effluent pumping system exists within the septic tank). These cleanouts shall
be located on undisturbed soil not more than 10 fi. fi.om the tank. The first cleanout, in
line, shall be to clean toward the leachfield. The second cleanout shall be to clean
toward the septic tank.
Final grading over the septic tank shall be such that a positive slope exists away fi.om
the septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
Excavate the proposed trench to the dimcmsions shown on the design. The bottom of
the excavation shall be within 2 inches of level. If the sidewalls of the excavation
become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock)
placement.
Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil backfill.
Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter, installed approximately in the
locations shown on the design, and extend a minimum of 12 inches above final grade.
The portion of the monitoring tube extending through the gravel shall be perforated
from the bottom of the trench to the invert of the distribution pipe. This is equivalent to
the effective depth of the gravel as noted on the design.
Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than tlfirty-six (36) inches.
The finish grade over the trench must be mounded to prevent the formation of a
depression after settling.
Page 3
Lot 9, Block 2, Knik View
April 8, 1999
S/D
MINIMUM MATERIAL SPECIFICATIONS:
Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the inspecting
engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inle~ and outlets shall be fitted with watertight couplings (Caulder, Femco,
or equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform
to current M.O.A. or D.E.C. reqnirements, which ever requirement applies.
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of
the wastewater disposal system. These inspections will occur as follows:
Page 4
Lot 9, Block 2, Knik View
April 8, 1999
· S/D
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting
engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a
pre-construction meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these
specifications and plans and in accordance with the attached M.O.A. permit. There will be no
contractual arrangement existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the contractors work rests with the
owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or may other persons performing work on this project or the failure of the contractor
to carry out the work in accordance with these construction documents. S & S Engineehng's
inspecting engineer will not be responsible for the construction means, metbods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
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
Parcel I.D. # O~-/ '-O~l - ~/O
1. GENERAL INFORMATION
Complete legal description
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
HAA#
Lot 9, BlOck.:2, K~ik:View-Subdivision
NHN Inlet Vista Drive
Location (site address or directions)
%iM~211Leroy Alderman
~P~ropert~/owner % ~ Day phone
· ?--'M~ilinga~'dr~ ....... ?.0..18o× 670045, Chugiak, A~ 99567
688-3403
~:l-e' ~gency,-'- ,, Day phone
;Mailing address
Agent ' -~.~ Day phone
Address
Unless otherwise requested, HAA wifl be held for pickup.
NUMBER OF BEDROOMS: 4
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water × XX'
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 on-site
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 (Re~. 1/91) Front MOA ¢r21
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 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 S ~, S £NC:::?=~:;;C, Phone c~ ~ ~ ~. ~/ ?
17034 Eagle River Loop Roa¢{ No. 2G4
Address Eagle ~iver, ~.l~sl(a/5~5~7~ /
Engineer's signature ~)/~._~ ~ / /h ~ Date
o
DHHS SIGNATURE
C'//' 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
professio hal engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of ho mss
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DH HS 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,
"
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICE~UG
Environmental Services Division
Health Authority Approval Checklist
LegalDescription: ~-e~-°l 8~oc,~ ,,~ K~,~ v,,~cJ ParcelI.D.: 05'~/ -OD
A. WELL DATA
Well type
If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Date of test
Static water level
Date completed ~
Cased to Casing ~ground)
~erly protected (Y/N)
FROM WELL LO~ AT INSPECTION
Well production
Date f~sample:
g.p.m, g.p.m.
Nitrate Other bacteria
Collected by:
B. SEPTIC/HOLDINGTANK DATA
Date installed 5-'//o/~ Tank size )3 5-o
Foundation cleanout~/N) '"f,~ / Depression (Y~ ~ O High water alarm (Y~
Date of pumping ~'//A ~-,u~.~ Pumper --
C. ABSoRpTION FIELD DATA ":
Date installed ~'-/I ~ / ~J °~'i Soil rating r fF/bdrm)/,- :~L System type 7 ~ e...,.,, c- ,'~
Length' ~ c~ W~dth :' ~" Gravel thickness below pipe ~ '/~ Total depth
EffeLive absorption area ~T,~ I ~ Monitoring Tube present~/N)~J Depress on over field (Y(~.
Date of adequacy test /"//4 - ~u ~ Results (Pass/Fail) For
Fluid depth in absorption field before test (in--er added (in.):
Fluid depth · · : ' = g.p.d.
Absorption rate =
Pemxid~past 12 months) (Y/N) If yes, give date
Number cf Compartments ~- C eanouts(~N). '~'~J
bedrooms
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed Size in gallons
Manhole/Access (Y/N) "Pump o "..~Je~~ ~Pump off" le,~el at*
High water alarm level at* .-----/*Datum
Cycl~
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding lank on lot On adjacent lots
Absorption field on lot ~
Public sewer main ~Public sewer manhole/cleanout
S~ Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation ! ~ Property line ~ I Absorption field
Water main/service line I0 --/- Sudace water/drainage /o o ~
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line
Building foundation ~) '~ Water main/service line
Sudace water )Oo 4- Driveway, parking/vehicle storage area
Curtain drain /,~
JoY*
F. ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and review of Municipal records
in conformance wt'th ,MOA HAA guld. elines in effect on this date.
Signature
Engineer's Name
Date
HAA Fee $
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
mnq
ROBERTC. COWAN, P.E,
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAO DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
August 13, 1999
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
PO Box 196650
Anchorage, AK 99519
REFERENCE: Lot 9, Block 2, Knik View Subdivision
Request you grant a waiver on the referenced property for the horizontal separation
distance between the septic leachfield and the north property line at 5 feet.
We do not anticipate any adverse effect on the adjacent property.
[f you require additional intbrmation, please contact us.
Sincerely,
RCC/sh
i<ECEIVED
AUG 19 1999
/'/tUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
17034 NORTH EAGLE RIVER LOOP · SUFFE 204 · EAGLE RIVER, ALASKA 99577
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 r'L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www,ci.anchorage ak.us
S & S Engineering
ATTN: Robert Cowan, PE
17034 Eagle River Loop Rd, #204
Eagle River, AK 99577-0000
August 25, 1999
Subject: Waiver Request forKNIK VIEW BLK 2 LT 9
Waiver # WR990059 Lot Line Request for Parcel ID 051-031-40
Dear Engineer:
Your request for a waiver of the required 10 feet horizontal separation of the on-site wastewater
disposal system to the lot line has been approved The approved separation distance is 5 feet.
This waiver approval applies to the current on-site wastewater disposal system and lot line
separation only. Any future upgrade to the on-site wastewater disposal system and lot line will
require all separation distances to be met or another waiver approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office at
343-4744.
Sincerely,
Jeff' Poet
Engineering Technician III
On-Site Water Quality Program
WR~ WR990059 PID~ 051-031-40
Date Received: August 19, 1999
Legal Description: Lot 9 Block 2 Knik View
Engineer: Robert C Cowan, PE~ S & S Engineering
17034 Eagle River Loop Road~ Suite 204, Eagle River. Alaska
Applicant: Leroy Alderman % MC2I
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
HA~ HA990421 Permit ~SW990073
99577
Waiver Requested:
line of 5 feet.
Lot line waiver from the leachfield to the north property
Criteria: 1. Geology:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2. Special Conditions:
Points:
3. Other:
Waiver is Granted: Waiver is NOT Granted:
List Conditions or Reasons for above:
N~e/~f~viewer
Rec ~: #05249/7859 Amount: $ 115.00 Date Paid:
Aug 19, 1999