HomeMy WebLinkAboutKINCAID HEIGHTS LT 9Kincaid H
ights
Lot 9
#011-122-09
Municipality of Anchorage Page
Department of Health and Human Services
Division of Environmental Sen4ces
On. Site Services Section 825 'L' S~'eet Room 502
P.O. Box 196650 Anchorage. AK 99519-6650
www.ct.anchorage.ak.us (907) 343-4744
ON.,SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELl. INSPECTION REPORT
Permit Number: SW0]L0405 PID Number; 011-122-09
"*"°: Wastewater System: New
The Petersen Group
~"~: ABSORPTION FIELD
:~820 Lake Otis Pkwy. Anch., AK 99508
~.: ~ "~ "'~"": Deep Trench
562-1170 Four (4)
LEGAL DESCRIPTION .8 c~e 11 r,.
9 Kincaid Heights 3
Well: City Water 3
F,. n. 768 re ASTM D3034 PVC
~,. Kincaid & Sons 11/16-12/1/01
": c,~ In'~rs"":n, ic..~ ..~o,~c,,.~:~ TANK
SEPARATION DISTANCES El septic (-I Holding n S.T.E.P. n Other:.
TF~Septic Absorption UR Holding ,ul~/Private
Tank Field Station Tank S~,~U~ Anchorage Tank 1,250
w~ >200' >200' N/A N/A >25' Steel Two (2)
s~.w,,.>100' >100' N/A N/A ~ / LIFT STATION- NONE ON LOT
~. >5' >iO' N/A N/A
~,~ >5' >10' N/A N/A
c.~,~ None INoted
"-,~,~: BENCH MARK
Garage Slab.
100.0
Engineer's Stamp
.' ~J"" -.~'"0' ·
Inspections performed by: Mike Anderson Dales: 1" 11/16/01 ~~.'. -'. 4f~D..._~JD'~.J t i
2"~ 12/1/01 ~__' ..c. ~ ~. '~.
Department of Health and Human Services approval
Reviewed and approved by:~/ //-/}' Pc4/'~ Date: ~-I'~-D.2..
Page 2 of 3
-Municipality of Anchorage
DEVELOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK 99519-6650 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Pen~it Number SW010405
PID No. 011-122-09
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LOT 9
^ B
Sl 13.7 14.4
S2 21.6 21.2
C4 51.6 59.2
M1 51.3 58.2
C5 47.4 41.2
'Al~f~grnate
Bedroom
llome
S2
TH1
PLAN AS-BUILT
SCALE 1" = 40'
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number:SW010405
Page 3 of 3
PID No..011-122-09
98.1
/ FG ]~ACK~ILL
Geotexti~le r__~brgc_
DreinFietd Rock
Trench Length
PROFILE AS-BUILT
Scole: I' m i0°
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 522-6779 (FAX)
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
June 11, 2002
Jeff Poet
Mike Anderson, P.E.
Lot 9, Kincaid Heights Subdivision
Certificate of Health Authority Approval
Test Hole No. I was actually located approximately 6' south of the new absorption
trench on a 15% slope. The elevation at the bottom of the hole is more than 6' below
the bottom of the trench verifying that no bedrock or other impervious matedal was
present. The elevation on the as-built has been modified to show the 6' difference in
elevation between the bottom of the test hole and the bottom of the trench.
The elevation shown originally was computed by subtracting 1,6' (the dep, t,h ,of the hole)
from the orig nal ground elevation at the trench. The eepth snoul(3 nave been
subtracted from the original ground elevation at the test hole. Please let me know if
further clarification is required,
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 522-6779 (FAX)
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
June 10, 2002
Jeff Poet
Mike Anderson, P.E~
Lot 9, Kincaid Heights Subdivision
Certificate of Health Authority Approval
Attached is the revised brown sheet for Lot 9, Kincaid Heights Subdivision with the
revisions to the tank installation date and the addition of the public water note. The
surveyor has indicated the most easterly cleanout is 10.1' from the property line. A
waiver is therefore unnecessary. Please let me know if you need additional information
prior to issuing the certificate.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wasteweter Program
4700 South Bragaw Street
P.O, Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
/I-16-ol II:oo
/
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Sep 27, 2001
Expiration Date: Sep 27, 2002
Permit Number: SW010405
Legal Description: KINCAID HEIGHTS LT 9
Design Engineer: 0014 Anderson Engineering
! Owner Name: The Petersen Group
Owner Address: 3820 Lake Otis Parkway Suite 204
Anchorage, AK 99508-
Parcel ID: 011-122-09
Site Address: 006731 REKLAS ClR
Lot Size: 45524 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 DSD at least 2 hours prior to each inspection. Provide notification by caliing
(907) 343-7904 ( 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,
Received By:
Issued By:
/
Date: ?-- ~. 7--o/
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR a SINGLE FAMILY DWELLING
Parcel I.D. 0t1-122-09
Permit Number SWO I0
Property owner(s) The Petersen Group
Mailing address (1) 3820 Lake Otis Parkway, Suite 204
Mailing address (2)
Day phone 562-1170
Anchora.qe~ AK 99508
Zip Code
Legal description (Lot, Block & Sub'd.) Lot 9~ Kincaid Hei.qhts Subdivision
Legal description (Section, Township & Range)
Lot Size 45,524 SF Acres/Sq.Ft. Number of Bedrooms Four
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
[] Well Only
I-"1 Water Storage
[] Jacuzzi []
~--] Water Softening Unit []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 12]00)
Waiver Fees:
Date of Payment:
Receipt Number:
L ANDERSON 'ENGINEERING
P.O. BOX 240773 i
.A?NCHORAGE, AK 99524
522 7773522-6779 (FAX) r '
September 19, 2001
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Su~e~:
Lot 9, Kincaid Heights Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 9, Kincaid Heights Subdivision intends to construct a four-bedroom
home on the property. We are therefore requesting a permit be issued for the
construction of a new septic system to serve the new home. The attached Site Plan
and backup documentation identify the location and configuration of the new septic
system and the parameters used in the design. Also identified on the plans are the
location of the water service on the lot and the test hole locations. Existing drainage
patterns are shown and will not be altered by the development of the lot. The
subdivision is currently served by a Community Water System.
Two test holes were placed near the location of the new absorption trench. These
holes indicated gravel with some sand and varying degrees silt. Percolation tests in the
material resulted in rates of 10 minutes per inch near the primary absorption trench and
46 minutes per inch at the alternate site, No groundwater was found during placement
of the test holes, and none was noted during the monitoring period, We are therefore
proposing to place a deep absorption trench system with 8' of gravel beneath the
distribution pipe. The total depth of the trench will be 11'. The distribution pipe will be
placed at 3' below the ground surface. The alternate site will have 10' of gravel for a
total length of 67',
The ground surface on the lot slopes as shown on the attached Site Plan with only
minor slopes near the proposed septic system site. The majority of the slope is fairly
flat with a minor drop at the front of the lot to Reklas Circle. The new absorption trench
will be constructed on a fairly fiat surface in conformance with Municipal requirements
and parallel to ground contours where possible.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future. The subdivision Is currently
served by a community water system.
Lot9, Ktncaid Heights
September 19, 2001
Page Two
The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
" Sep.
NOTE:
\
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Four
TH:
" ' Alte:
· ~ .. Sit
I~1 ' .~.-~_. './ /.
'---' "~'~','"',.- ~- ' / .
Munxcipal Water System. "~ ~ / '
No Conflicts With ~djacent
.Septic Systems. "
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' · ~IT~ D/AM '~'... ..."%~
LOT 9, KINCAID HEIGHTS SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home Deep Trench System
Perc. Rate: 10 Min./Inch 1,250 Gallon Septic Tank
Avg. Application Rate: .8 GPDISF 8' Drain Field Rock
4 Bedrooms X 150 GPD 1.8 GPD/SF = 750 SF of Absorption Area
750 SFI16 SF/LF = 46.9 LF Trench Length
Therefore: Construct An Absorption Trench 47' in Length by 3' Wide With 8' of D_rainfield
Rock Beneath the Distribution Lateral. Distribution Lateral to Be Placed 3' Below ,-xisting
· Ground. Total Depth of Trench to Be lO'from Existing Surface. Mound Over Trench if
Necessary to Provide Minimum Cover of 3'.
'-. ~ ' ~'=?~ .~ · .
· "l' -6" : ~ Backfill ~ ' '
· - ./._~ __ Geotextil~
· F [ ~ Fabric '
/ . ~ 1'~ ~erforate~
'~ . PUC (Slots DO~)
G~ . · . · · - . . % - .
·
, ~ <Drainfie ld
"I 3' I ""
NOTE:
TYPICAL DEEP TRENCH SECTION
' (NO SCALE) ~'~
_-.ks.... ....::: ·
Grade Area Over Trench to Drain Away. ~.~.1' ,'~ '
Minimum 6' Separation From Bedrock. ~. --~" .
Minimuml0'Sepa~tionFromLotU~e. ~.~ 49~ ~-.. ~ '
Minimum 4' Sepa~tion From Groun=water. ~:.=-~----7'--- ~ ~ ;;~ ~ -~ '-'"J ..... '~'~'~' ~
Minimum 100' Separation From Well on Lot ~~.~
SLOPE· . ~ITE PLAN
11-
WAS GROUND WATER
ENCO~NTI:RED? '
.'_
IF YES. AT W'rl AT /
DEPTH? '
iJ!-.J' ' : ";
P~RCOLATtON RATE 'j 0 (m~nute~'mch) PE. RC I:tOLE OULM.ETER '"/ ' - '
PF..RFORMED BI::. ~ I Mich CERItFY THAT THIS TEST WAS pERFORMED
ACC0RDANC~ 1NiTH AU. ~TATE AlqD MU~iCiPA.L GUiDF~.tNES i~ EFFF. CT ON THIS DATE. DATE:'
PI:RFORMED FOR:
.Municipality of Anchorage
· Development Sendces Department
· 4~00 South Bragaw Street Anchorage AK 99519-665O ·.
- SOILS LOG - PERCOLATION TEST
The .Peterse'n Group DATE PERFORMED:
~L.,~. Township. Range. ~6o~
1
11
17-
18: ' '
20-
SLOPE~ . SITE PLAN
WAS GROUND WATER
, IF YES. AT WI~AT : ' OL
(~e~iach) pERC ~HOI~EDIA&tET[R ~'~ II
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION AND MATERIAL SPECIFICATIONS
SUBJECT: LOT 9, KINCAID HEIGHTS SUBDIVISION
GENERAL:
The scope of this project includes the procurement and placement of a
new 1,250-gallon septic tank at the location shown on the site plan.
Work also includes the construction of a new 47' long X 3' wide X 8'
effective depth absorption trench at the location shown on the Site
Plan. The distribution line in the trench will be placed at 3' below the
existing ground surface. Total depth of the trench will be 11' below the
existing ground surface. The new septic tank and trench must be
constructed at least 10' from the water service to the lot.
Construction shall be in accordance with the approved site plan,
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 all underground utility
locates and for the layout of the septic system and verification of the
location of all lot lines.
Unless specifically agreed otherwise, the contractor shall be
responsible for final grading areas subseque.n, tly depressed from soil
settling. Property owner shall be responsible for revegetation of
affected areas unless specifically agreed otherwise.
Contractors installing wastewater disposal systems must be certified
by the Municipal Department of Health and Human Services for
system installations. Owners installing their own systems must receive
prior approval from D.H.H.S. before beginning system installation.
SEPTIC TANK INSTALLATION
1. A new 1,250-gallon septic tank must be procured from an approved
source and installed at the location shown.
2. A septic tahk is to be const.ructed 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.
Tanks installed without 4' of cover shall have a minimum of 2" of direct
budal insulation.
A foundation cleanout shall be installed one to four feet from the
building foundation. Two cleanouts are required between the tank and
the drainfield,
Lot 9, Kincaid Heights
September 19, 2001
Page 2 of 3
7. Final grading over the tank shall be such that a positive slope exists
away from the septic tank.
DRAINFIELD CONSTRUCTION:
1. The drainfield shall be constructed to the dimensions shown on the
design. The bottom of the trench shall be within 2" of level.
2. Distribution piping must be placed level with perforations down atop a
level bed of drainfield rock. Rock should then be placed over the pipe
to provide a minimum of 2" of cover.
3. A silt barrier or geotextile fabric must be placed between the drainfield
rock and the natural soil backfill.
4. Monitor tubes must be 4" in diameter and installed at the locations
shown on the design. The portion below ground must be perforated.
Contractor shall vedfy the septic tank and drainfield are a minimum
100' away from any pdvate water wells in the area, 150' from a Class
"C" Well or 200' from any community well.
Direct bury insulation must be placed over the distribution system if
less than 3' of backfill depth is available. Finish grade over the trench
must be mounded to prevent settlement or depressions.
7. Grade area surrounding the absorption trench to drain away.
A minimum 2' of accepting soil is required below the drainfield rock for
a 5' wide trench. Contractor shall verify this condition pdor to
placement of the rock. All pockets of unacceptable materials must be
removed and replaced.
MATERIAL SPECIFICATIONS:
1. Septic tanks must be constructed by a municipally approved septic
tank manufacturer.
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated
and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and
ASTM D2662 or A.B.S. (perforated and solid).
Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Co. Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Femco, or equal).
Lot 9, Kincaid Heights
September 19, 2001
Page 3 of 3
5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed
between the final drain rock layer and the native soil layer.
6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing
the #200 sieve..
INSPECTIONS:
Municipal Ordinance requires a minimum of two inspections. These
inspections must be conducted under the supervision of a professional
engineer registered in the State of Alaska. The first inspection must be
conducted after the excavation of trenches, beds or pits and before the
installation of any gravel. A septic tank may be set in place, but may not
be backfilled.
The second inspection must be conducted after the placement of the
geotextile fabdc, gravel, distribution piping, standpipes, cleanouts and
insulation. No backfill should be in place at the time of inspection.
Contractor shall provide a copy of all field survey layout and construction
notes for use in preparing the certified as-built of the completed system.
Parcel I.D. 011.122-09
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Expiration Date:
1. GENERAL INFORMATION
Complete legal description Lot 9, k'incaid Heights Subdivision
Location (site address or directions)
Current Property owner(s) The Petersen Group
Mailing address
Lending agency
Mailing address
Real Estate Agent ·
Mailing Address
Unless otherwise requested. HAA will be ~eld by DSD for pickup.
2. NUMBER OF BEDROOMS: Four(4)
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class ~
Public Water System
Day phone 562-1170
3820 Lake Otis Parkwayf Suite 204 Anch.~ AK 99508
Day phone
Day phone
Well
TYPE OF WASTEWATER DISPOSAL:
Individual On-site []
Individual Holding tank []
[] Community On-site
[]
[] Public Sewer [-]
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of ,aJaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with
valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public
water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional
engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verity that my investigation,
based on procedures outJined in the Health Authority Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further vedty 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(are) in compliance with all applicable Municipal and State cedes, ordinances,
and regulations in effect at the time of installation.
Name of Firm Anderson En.qineerin,q
Address P.O. Box 240773' Anchoraqe, AK 99524
Engineer's Pdnted Name Michael E. Anderson, P.E.
5. DSD SIGNATURE
Approved for ~
Disapproved.
Conditional approval for
bedrooms.
Phone 522.~ii3
Date 6/05102
,.~ _-.,.~. ...... ~b4~ .
bedrooms, with ~e fo[lowing stipulations:
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Odginal Certificate Date:
(., - I 3 -
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage. AK 995196650
w~v,ci.anchomge.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Desc~pflon: Lot 9, Klncald Hel,qhts Subdivision
A. WELL DATA
Well type Public Water
Date compteted __
Total depth fl.
If A, B, or C provide PWSlD #
Cased te fl.
FROM gV~t[ LOG
g.p,m.
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform __.celonies/100 mi.
Date of sample:
mg.a.
Parcel ID: 011-122~9
Well Log (Y/N)
w~es propedy protected (Y/N)
Casing height (above ground)
AT INSPECTION
colonies/100 mi.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel
Tankalze 1,250 gal.
Date of pumping
C. ABSORPTION FIELD DATA
Date installed t2/1/2001
Number of Campartments 2_
Dep~__~ion over tank (y/N) N_
Soil ruling (g.p.d./fl~ or ~/bdrm) ,8 6PO/SF
Date instaned 11nS/2001
Cteanouts (Y/N) Y
High water alarm (y/N) iq
Leogth 48
Total depth 13 fl.
Date of adequacy test
Fluid depth in absorption field before ~est in. Water added gal.
Elapsed T~me: min. Final fluid depth in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (y/N & type) N
fl. Width 3 fl. Gravel below pipe 8 ft.
Eft. absorption area 768 fl2 Monitedng lube Y Depression over field Fi
Results (Pass/Fall) For __ bedrooms
New depth in.
g.p.d.
ff yes, give date
System type DeepTmnch
D. LIFT STATION
Date installed
'Pump on' level at in.
Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
Manhele/~ (Y/N)
High water alarm level at
Meets almm & Circuit requirements?
Size in gallons
'Pump off' level at __ in.
Cycles tested
On adjacent lots
On adjacent lots
Public sewer manhole/clsenout
Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Abserptk~ field >5'
Sudace water >100'
Water main >10'
Driveway, pa~ng/vehide storage >10'
Building foundation >5' Property line >5'
Water main N/A Water sewice line >10.
Wells on adjacent lots >200'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation >10'
Surface water >1~0.
Wells on adjacent lots >200'
Property line >10'
Water Service line >10.
Curtain drain None Noted
F. COMMENTS
G ENGINEER'S CERTIFICATION '"~'%~"" ''"~"~q'&
I certify that I have determined through field inspections and
review of Municipal tecerds that the above systems are in
conformancewithMOAHAAguidelinesineffectonthisdate. "~.~~
HAA Fee $
Date of Payment
Receipt Number
(Rev. 12mo)
Waiver Fee $
Date of Payment
Receipt Number