HomeMy WebLinkAboutHIDDEN HILLS BLK 1 LT 10Onsite File
Hidden Hills
Block 1
Lot 10
#011-121-35
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241065 PID Number: 011-121-35
Dwelling: Fill] Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade
Name
Brent Aafedt
ABSORPTION FIELD
[:1 Deep Trench El Wide Trench 9Bed El Mound
Site Address
6301 Quiet Circle
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
5
1 GPD/SF
10.0 / 7.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
9.4/6.4 Ft.
Gravel depth beneath pipe
0.6 / 0.6 Ft.
Subdivision Block Lot
Hidden Hills 1 10
Fill added above original grade
-0.1 /0.9 Ft.
Gravel length
32.5 - 55.2 Ft.
Township Range Section
Gravel width
25 Ft.
Beds: Number of Lines
5
Distance between lines
5.0 Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
N/A
Dist. between trenches
N/A
From
Tank
Field
Tank
Line
1072 Ft,
Ft.
Well
>100'
>1 00'
N/A
N/A
>25'
TANK ❑� Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1500 Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
1.0'*
N/A
N/A
NA
Foundation
> 10'
3.8'*
N/A
N/A
LIFT STATION
Ma rer Capacity
Gal.
Remarks *OSV241014. Deep burial tank.
Field info listed as high side / low side.
Alarm location installed by
PIPE MATERIAL House to tank D3034Tank to D3034
drainfield
Installer
Red Dog Masonry
Drainfield D3034 CO/MTD3034
Inspector J. Opheim & M. Jakubisin
BENCH MARK (Assumed elevation) 100 ft
Inspection 15, 5/3/24 8/22/24
Location and description
dates: 2
r m (h
Concrete Slab (See Plan)
3 4
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
... i4Cq�,�i +
Ale
49 TH
.
.................
�Ij. �• Benjamin Schiller12592
Septic Syster
Approved / Date
v1lF�PROFESSIONA
f� h�F CE 12/18/24
,Gal
dte: this approval does not include well permit requirements.
(Rev 05/02/1)'
ALTERNATE SITE:
CAT III ADVANCED TREATMENT w/
PUMP VAULT
20' x 5' x 4' ED
IF USED, EXCAVATE BED 8'
AROUND AND REPLACE WITH
IN-SITU SOILS TO ACHIEVE
SEPARATION
Benjamin Schiller
CE 12592R
E
GISTEREDPROFES S I O N A L E N GINEER
1"=20'
1072 SF ABSORPTION BED
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
2CO
PERMIT # OSP241065 PID # 011-121-35
HIDDEN HILLS, BLOCK 1 LOT 10
AB
C
FEET
0 20 40
FCO
5-BDRM HOME
PLAN AS-BUILT
12/18/24
10' UTILITY EASEMENT
LU
C
Y
S
T
QUIET CIR
CARPORT
MT4
1500-GAL SEPTIC TANK
EXISTING WELL
MT3
TH#1
MT1 MT2
25.0
55.2
32.5
TH#2
CO6
CO7
CO8
CO9
CO4CO3CO2CO1
CO5
CO10
A B
FCO 30.0
MH 40.1
SV 44.3
C
2CO 47.1
MT1 50.1
CO1 50.9
CO2 55.6
10.3
16.2
16.6
17.3
65.3
64.2
CO3 60.3
CO4 65.0
CO5 69.5
MT2 72.3
MT3
CO6
CO7 31.6
8.4
9.8
16.3
CO8
CO9
CO10
28.8
28.3
29.2
MT4 30.5
23.7
30.2
37.0
39.9
64.6
65.9
67.1
68.2
70.5
34.6
34.7
MH
SV
BM
PROFILE AS-BUILT
(NO SCALE)
92.8
87.0
93.4
101.4
FC
O
MH
SV
PERMIT # OSP241065 PID # 011-121-35
HIDDEN HILLS, BLOCK 1 LOT 10
1500 GAL
SEPTIC TANK
101.4 FINISH GRADE ON HIGH SIDE
LENGTH VARIES
(SEE PLAN)
DRAINFIELD ROCK
MT
1
TH
#
2
NO GROUNDWATER 5/13/24
92.2
CO
1
CO
1
0
80.0
92.2
101.5 ORIGINAL GRADE ON HIGH SIDE
MT
4
2C
O
92.7
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFE S S I O N A L E N GINEER
12/20/24
99.4 FINISH GRADE ON LOW SIDE
98.5 ORIGINAL GRADE ON LOW SIDE
MOA APPROVED SAND
89.589.5
91.591.5
FLOW LINE
92.2
BOT ROCK
91.5
BOT SAND
89.5
BOT FOOTING 92.2
FINAL GRADE 101.4
FLOW LINE
@ TANK
92.7
CONCRETE PAD 100.0
3.7'
0.7'
BOT TANK
87.0
FINAL GRADE 99.4 - 101.4
FEET
0 2 4
12/31/24
Benjamin Schiller
CE 12592
R
E
G
ISTEREDPROFE S S I O N A L E N GINEER
1"=2'
PERMIT # OSP241065 PID # 011-121-35
HIDDEN HILLS, BLOCK 1 LOT 10
FOUNDATION TO BED
WAIVER PROFILE
I
N
F
L
U
E
N
C
E
L
I
N
E
1
1
BED TO FOUNDATION BED TO TANK
FILL NOT
TO SCALE
unlclallty ®f Anchorage
�_ i)rparr,,,t•,r
P.O. Box 196650 0 4700 Elmore Road
Anchorage Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * VARIANCE/WAIVER REVIEW
Waiver#: OSV241014 COSA#: Permit#:OSP241065
�(4
PID#: 011-121-35 p
Legal Description: HIDDEN HILLS BLK 1 LT 10 �pI I �,
T n k -f-o i s i'\ 0, 7
Engineer: Forqe engineering^ f
Rd -+V �ounda�co n i 35 '
Your request for a waiver of the required 10 feet horizontal separation from the absorption field to
the property line has been approved. The approved separation distance is 1.0 foot. In addition, the
trenches do not follow the contours but are allowed if installed per engineers design.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
Waiver is Granted: X Waiver is not Granted:
Date: �11 2 Approved by:
Name of Revievy
**** VARIAN C E/WAIVER REVIEW ****
December 31, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Hidden Hills Block 1 Lot 10 – 6301 Quiet Cir
Septic system design and waiver requests
Dear On-Site Services Engineer:
At the time of permitting, we had requested a waiver for a 2’ separation from the tank to the septic
field. During installation, however, the actual distance ended up closer to 0.7’.
We have discussed with the contractor and the same justifications apply to this lesser separation.
The effluent will not degrade the plastic tank. The primary treatment is the 2' sand filter, and even
in fast-draining gravel the effluent is assumed to flow vertically through it. As gravel is mostly
incompressible and minimally affected by liquid flow there is little risk of either preventing
treatment or undermining the tank with effluent from the sand filter. This did not cause a difficulty
for construction.
For all of these reasons we request a reduced waiver for 0.7’ from the field to the septic tank.
Sincerely,
Benjamin Schiller, PE
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: _____________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? XX Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road i.
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 �r
hftp://www.muni.org/onsite
L)eparct�lc-�tt
On -Site Wastewater Disposal System Permit
Permit Number: OSP241065 Effective Date: 5/1/2024
Work Type: Septic Initial Expiration Date: 5/1/2025
Tax Code Number: 01112135000
Site Legal Address: HIDDEN HILLS BLK 1 LT 10 G:2222
Site Mailing Address: 6301 QUIET CIR, Anchorage
Owner: AAFEDT BRENT & ALEXXANDRA M Lot Size in Sq Ft: 10120
Design Engineer: FORGE ENGINEERING Total Bedrooms: 5
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
• A LNO from ROW for the well in the Utility Easement is required prior to IR approval.
a dJO eVklfl4 tf r"9 to be Ivy -Ae bo -H -o,,, &7 4k, beA.
Re e
-Received-By: � s � �t � � -to �orc►
Issued By: rif%
o� ue- �U 15,o 115
�/z�/Zy
Date:
Date: Z _
Municipality of Anchorage
__,. Urp:rtmenr
P.O. Box 196650 ® 4700 Elmore Road
Anchoraqe, Alaska 99519-6650 0 (907) 343-7904 Fax (907) 343-7997
http://www.muni.org/Onsite
Services ii i
On -Site Water and Wastewater Program
* x * * VARIANCE/WAIVER REVIEW x
Waiver#: OSV241014 COSA#: Permit#:OSP241065
PID#:011-121-35/�� S��(I .
f'I o a�o�� •
Legal Description: HIDDEN HILLS BLK 1 LT 10 ,
r4,) k z
Engineer: Forge engineering
y(d
Your request for a waiver of the required 10 feet horizontal separation from the absorption field to
the property line has been approved. The approved separation distance is 1.0 foot. In addition, the
trenches do not follow the contours but are allowed if installed per engineers design.
This waiver approval applies to the proposed absorption field only. Any fixture upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
............................................... ■ ............................ 0 ■ i
Waiver is Granted: X Waiver is not Granted:
Date: � Approved by:
Name of Revie
**** VARUANCEMAIVERh REVIEW****
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWERA/VELL`PERMIT APPLICATION
Parcel I.D. 011-121-35
Property owner(s) Aafedt Brent & Alexxandra M pay phone
Mailing address 2835 Lily St, Anchorage, AK 99517
Site address 6301 Quiet Cir, Anchorage, AK 99502
Legal description (Sub'd., Block & Lot) Hidden Hills Block 1 Lot 10
Legal description (Township, Range & Section)
Lot Size 15,120 sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field r_X� Initial FX] Single Family (SF)
(wlwo ADU)
Septic Tank FX]Upgrade ❑ :Duplex (D)
Holding Tank ❑ Renewal ❑
Multiple Dwellings
Privy (SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A'VARIANCE / WAIVER REQUEST FOR:
Tank/Absorption trench to property line Distance: 91 / 11
I certify that the above information is correct. I further certify that this is in accordance with
applicableMunicipal Codes.
(Signature ,of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees: Z
Date of Payment: Date of Payment:
Receipt Number: Receipt Number:
Permit No. 05P `7 ' Waiver No. 0--' -
Permit App_'-'-:- ,'_:c,
Jame 18, 2024
UTE
E E R I N G
Municipality of Mdlor
On-site Water and Wastewater
REVIEWED FOR CODE COMPUANCE
0--X241001, Deb tM cken(uss, 0&211,
PO BOX 240773 (-o
ANCHORAGE. AK 99524 ��((//
522-7773
677-7766 (FAX)
FORGECIVIL.COM
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Hidden Hills Block 1 Lot 10 — 6301 Quiet Cir
Septic system design and waiver requests
Dear On -Site Services Engineer:
The owner of the above lot intends to build a 5 -bedroom home on the property, so we are
submitting this permit application for the construction of a new septic system. The attached site
plan identifies the location of the home as well as the existing well, septic location and alternate
site. No conflicts exist between this proposed system and any other well or septic system, whether
on this lot or adjacent lots.
The ground surface on the lot slopes moderately to the east at between 5-10% in general. There
are some areas that are steeper but do not approach 25%. Contours are shown on the site plan
showing the grade and direction of flow. Stormwater drainage will not impact this septic system.
The new bed will be constructed over the lower gravel layer and will be flat.
The soils on this lot support a deep -bury shallow bed, as there is very rocky gravel about 10' below
grade, as measured from original grade on the high end (toward the center of the lot). The lot slopes
down toward the east, where the gravel is about 7.5' below grade along the property line. However,
with the limited area and the location of the existing well the system will only fit if the separation
distances to the building, lot lines and septic tank are reduced. The lot lines are the boundaries for
the ROW in Quiet Circle and Lucy Street. The installation of bed will not cause problems for the
ROW, and will not affect any neighboring lots. Currently, the excavation has been open for the
construction of the foundation and installation of the septic tank for well over four weeks, and
there have been no problems with sloughing of the side walls.
The rocky bed with the sand filter does not undermine any structures. The attached profiles show
the relative elevations of the building foundation, bed, and septic tank, and show the reduced
separation distances. The bed is outside the line of influence of the building foundation and there
is only a small portion of the sand below that falls within that. As clean filter sand is solid
structurally and typically considered non-compactable (as is larger gravel/sewer rock), this does
not adversely affect the foundation. The effluent from the bed will disperse fairly rapidly through
the sand and larger gravel below, spreading laterally minimally. It could reach the septic tank
before flowing further downward but will not degrade the plastic tank. The primary treatment is
the 2' sand filter, and even in fast -draining gravel the effluent is assumed to flow vertically through
it. As gravel is mostly incompressible and minimally affected by liquid flow there is little risk of
either preventing treatment or undennining the tank with effluent from the sand filter. For all of
these reasons we request waivers for 1' to both South and East lot lines for the bed, 3.5' to the
building foundation, and 2' to the septic tank.
Code limits beds to being constructed on slopes less than 10%. In this case, we have verified that
the gravel layer that we are installing on is flat below the surface of the ground, and we have test
hole information down more than 12' further below with no impermeable layers or groundwater.
The bed will be built flat, and we have evidence of much more than sufficient vertical separation
even taking into account the approximate 3-4' difference in surface grade from one side to the
other. We request a waiver to allow the bed to be built as a deep burial bed on a slope greater than
10%.
The bed, as it fits, would be wider than the standard 15'.1 have discussed this with the contractor,
and they will be able to construct the bed from both sides of the excavation to a width of 10'
without tracking onto the bed. They are able to construct the middle portion, whatever they're not
able to reach with the equipment, using workers with shovels. We therefore also request approval
to construct the bed as a 25' wide bed, the length changing depending on the well radius.
We recognize that this is a non-standard installation; however, we are able to make the design
work with these basic waivers. The homeowner understands that in the case of drastic failure it
may not be easy to excavate or repair the bed after the home and driveway are built, and in that
case, they will be looking at using advanced treatment with the alternate site.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water. The alternate site is located more than 16' away. Please refer to the
attached test hole log, plan and profile pages for the septic design. If this design is followed, there
will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
HIDDEN
HILLS, BLOCK 1 LOT 10
Onsite Water and Wastewater
REVIEWED FOR CODE COfVPLJANI.E
OSX241001, Deb VWckenfuss, 06/2
14
LOTS
L_ `FG�
�( I
I
---- --------------------------------
EXISTING WELL 10' UTILITY EASEMENT
t l tc
CARPORT
1
1
ALTERNATE SITE: -
CAT Ill ADVANCED TREATMENT
I
w/ PUMP VAULT
-
20'x5'x4'ED
I
LOT 11
LOT 14
I
5-BDRM HOME _
1
f
I
APPROX. LOCATION OF EXISTING
BM TOP MT'
SEEPAGE PIT. TO BE LOCATED,
FOUNDATION 100.0
EXCAVATED, AND BACKFILLED
WITH ACCEPTING SOIL (NATIVE
cd'
EXISTING. GRADE 94.2
SOIL FROM EXCAVATION) OR MOA
TH#2
Q' CO
I
_- SAND
-
C0- .
C0
CO
55.6 I
FCO
I
100.
TH#1 OG EL 97.7
1coCo
CO CO '
T MT
--------------------------------------------
1500-GAL
SEPTIC TANK W/ 20"MANWAY 25.0
MIN 10' TO FOUNDATION
EXISTING GRADE 94.7
QUIET CII
1072__ SF_ ABSORPTION BED,
MAX SEPARATION BETWEEN LEGS 5',
MAX SEPARATION TO EDGE OF BED 3'
- � — MT'S TO BE WITHIN V OF CORNERS
ENG IH E``E0.I NG
kk
OF At�`ptt�l
.rte • " ,�
i*'4sTM^ • *��i SEPTIC PLAN
�• �. + .
Benjai Schiller .:� 0 20 40
2592
islF .,• 5113!24 ,.•�� , FEET
tli`F�pROFESSIO0 1"=20'
- DEPTH OF EXCAVATION
TO GRAVEL LAYER: 7.5'
i
LEGEND
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
7'
Cil
Or�-site ORC�
tewterHIDDEN HILLS, BLOCK 1 LOT 10 REWEVVEDONPUAl
OSX241001, Deb Kbckenftas, 06
DESIGN FACTORS: SYSTEM REQUIREMENTS: C-o'-gj
750 GPD PEAK FLOW SHALLOW BED SYSTEM W/ SAND FILTER
PERK RATE: <1 MIN/IN 1500 -GAL SEPTIC TANK
APPLICATION RATE: 0.7 GPD/SF
750 GPD / 0.7 GPD/SF = 1071 SF BED REQUIRED (1072 SF SPECIFIED)
WIDTH: 25', LENGTH CHANGES ALONG WELL RADIUS
BOTTOM OF BED: 8' BELOW OG(MEASURED FROM THE HIGHEST OG ELEVATION)
BOTTOM OF SAND: 10' BELOW OG (TOP OF GRAVEL LAYER)
FLOW LINE ELEVATION: 7.5' BELOW OG
NOTE: GRADE HAS BEEN CUT DOWN SIGNIFICANTLY FOR FOUNDATION CONSTRUCTION.
MAX DEPTH NEAR PROPERTLY LINES IS 7.5'
OG AT WEST END OF FIELD 100.0 PROVIDE ADDITIONAL FILL TO
(AT TH#11) ACCOUNT FOR SETTLEMENT
-4"' PERFORATED PVC
(HOLES DOWN)
FLOW LINE 92.5
BOT ROCK 92.0
BOT SAND 90.0
01 A 'k
•A
*F49 M
.......... .......
Benja in Schiller
CE 12592
6/13124
HIDDEN HILLS, BLOCK 1 LOT 10
E N Gk"-�
I�--
FLOW LINE
89.9
BOT ROCK
89.4
BOT SAND
87.4
On-site Water and Wastewater
REVIEWED FOR CODE COlVPUA
OSX241001, Deb Mckedun R
EXISTING GRADE @ TH1
97.7
FLOW LINE
@ TANK
90.0
2'
BED SEPARATION PROFILES
SCALE 1" = 2'
0 2 4
FEET
E
OF
P'�q���1
� :f 1
*:Q TH ••tt
• • • •
..
• ' • Benja 'n Schiller '
CE 12592���
�il'j • • , 6113{24 •(�
lill:� pROFESS10Na��., ��
SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: HIDDEN HILLS BLOCK I LOT 10
PERFORMED FOR: BRYAN AAFEDT
DATE: 1121121 PARCEL ID#: 011-121-35
DEPTHTEST HOLE 1
((eel)
G
1
1
1
1
1
1
mKol 3
aPERC TEST LOCATION
SM (SILTY SAND)
SP (SAND / COBBLES)
NO WAS WATER ENCOUNTERED'?
- IF YES @ WHAT DEPTH?
DRY DEPTH TO WATER AFTER MONITORING
1/28/21 DATE OF MONITORING
DATE
READING
START TIME
NET TIME
DEPTH To
WATER
NET DROP
(MINUTES)
(INCHES)
INCHES)
1/21/21
1
1:02
9:21
10
716
6
16
2
1:12
10:00
1 0
516
416
3H1:23
10:00
1 16
416
3 16435
10:00
116
4 a
3 1°-6
5
1:47
10:00
1
4
3
16
16
16
6
1:50
10:00
1-1
3 is
2 16
PERCOLATION RATE: 3.4 (MIN/INCH)
COMMENTS: USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
SITE PLAN
TECHNICIAN: L. TIDWELL
DEPTH
(feet)
1
2
3
4
5
6
7
8
9
1
1
1
1
1
1
1
1
1
1
2
2I.J
E
E N G i N E E g i N G
Co 70f I
1. SOILS LOG AND PERCOLATION TEST
LEGAL DESCRIPTION: HIDDEN HILLS BLOCK I LOT 10
PERFORMED FOR: RED DOG MASONRY
DATE: 5/6/2024 PARCEL ID#: 011-121-35
TEST HOLE
LOT HEAVILY GRADED.
RELATIVE ELEVATIONS
CONFIRMED WITH LASER
SM (SILT WITH SAND)
aPERC TEST LOCATION
GP (POORLY -GRADED GRAVEL
W/ SAND)
NO WAS WATER ENCOUNTERED?
IF YES �( WHAT DEPTH?
NONE DEPTH TO WATER AFTER MONITORING
5/13/202Z' DATE OF MONITORING
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH To
WATER
NET DROP
INCHES)
(INCHES)
5/6
1
3:00
0:07
1 0
7 0
616
2
3:00
0:09
1 0
7 0
616
3
3:00
0:10
1 16
716
616
4
3:01
0:13
1 16
7 16
6 16
5
3:01
0:14
1 16
716
616
6
3:01
0:16
1 16
716
616
PERCOLATION RATE: 0.04 (MINANCH)
SITE PLAN
TECHNICIAN: J.OPHEIM
COMMENTS: USCS SOIL CLASSIFICATION OF GP DETERMINED BY LABORATORY ANALYSIS
oGRE"- R ANCHORAGE AREA BOF"'JGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
SEPTIC TANK:
DISTANCE /
FROM WELL
INSIDE LENGTH
MANUFACTURER ('~-Jl')--f;~ ..... ¢: I)~' MATERIAL ~ -- -
'-- INSIDE WIDTH ..... LIQUID DEPTH - -
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY i~}C) O GALLONS.
SEEPAGE PIT:
NUMBER OF PITS I DIAMETER OR WIDTH i:z) '~ /
--- ~ LENGTH t~, DEPTH l"~:~ '
LINING MATERIAL J._--0~%l CRIB SIZE: DIAME-TER____DEPTH ~_'/ DISTANCE FROM: WELL
BUILDING FOUNDATION ~C~-~ / NEAREST LOT LINE '~-,~]) / TOTAL EFFECTIVE
.... ABSORPTION AREA (WALL AREA) '~ [
SQ. FT.
ADDITIONAL ABSORPTION
TYPE (:P
BUILDING
FOUNDATION
C ESSPOO L
APPROVED
_CONSTRUCTION
NEAREST
LOT LINE
OTHER SOURCES
DISAPPROVED
NEAREST
SEWER LINE
REMARKS
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK. SYSTEM
INSTALLED BY: =b
PIPE MATERIAL:
LOT SLOPE:
Form No, EQ-031
DIAGRAM OF SYSTEM
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL (~UAI. ITY
3330 "C" STREET ANCHORAGE, ALASI'(A 99503
TELEPHONE 274-4§61
PERMIT NO,
SEWAGE DISPOSAL SYSTEM --- APPLICATION AND PERMIT
FINANCED THROUGH TO BE INSTALLED SY'~¢ O6¢ )/~ ~
_. NOTE: THI¢ PERMIT IS ~40'f VAI,,ID ~¢ITHOUT SOlE TEST
COMPI_ETION DATE ANTICIPATED ~/~
/
WELt. TO SEPTIC TANK (//~ j SEEPAGE PIT /'~00
WATER MA,N TO ~EPTIC TANK_ /'0 ., SEERAGE P~T / :~
'rG RIVER. LAKE, STREAM
TYPE
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION,
CERTIFY 'rFIAT I AM FAMILIAR WFFH THE REQUIREMENTS OF GREATER-~NCHORAGE A~ BOROUGH ORDINANCE
DESCRIBED SYfiTEM I$ IN ACCORDANCE WITH $AID CODE,,./ . / ~/, ¢"%/h/- /. / ~
THAT THE ASOVE
BILL SHEFFIELD, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
Telephone: (.o07) 274-2533
Address: 437 E. Street
Suite 200
Anchorage, AK
99501
October 5, 1983
Mr. Leroy C. Reid, P.E.
Alaska Environmental Control
Services, Inc.
1200 W. 33rd Avenue, Suite B
Anchorage, Alaska 99503
Dear Mr. Reid:
MUNICDIEPALITy OF Ai~.C
. -PT O[ ~ ' FIORAo.c
ENV Ro~,,,,i~,.' ,.'Z/.LTH ~:
"~ 'zr',!TAL pROTECFiON
RECEIVED
Subject: Lot 10, Block 1, Hidden Hills Subdivision
The Department has reviewed the request for a waiver of the 150 feet
well to septic separation distance on the subject property and cannot
grant the waiver because the small Lot sizes of Lots 8, 9, 10 and 11
increases the risks of contamination for these wells which have no
impervious layer between the source of contamination and the water
table.
Sincerely,
Environmental Engineer
BEE/msm
cc: Robbi Robinson, MOA
"One test is ~vorth a thousand opinion, s"
~62~ TUDOR ROADi ANCHORAGE, ALASKA ~g~O7 · TELEPHONE 333-8472
Performed For '3--t~ ~~ b~ Date Performed~-¢-7~
Legal ~escrintion: Lot./~__Block "~ Subdivision
This Form Re~orts Soils LoQ ~_ Percolation Test
nenth
Feet Soil Characteristics
1
5
7--
in
/s '
,I
~as 6round ~ater Encountered?
I~ Yes, At what Depth?
Percolation Rate Minute
Proposed Installation: SeeDaae Pit Drain Field
Den. th of Inlet DePth To Bottom Of Pit Or Trench
Test Performed By_ :~ m~:K Data Certified
Net Drop
Readin~ Date Gross Time Net Time Depth to
1
H20
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF MINING, LAND & WATER
Alaska Hydrologic Survey
WATER WELL LOG Revised 08/18/2016
Drilling Started: ____/____/______ Completed: ____/____/_______ Pump Install: ____/____/_______
City/Borough Subdivision Block Lot Property Owner Name & Address
Well location: Latitude Longitude
Meridian ____________ Township ______ Range _______ Section _______ , _____ 1/4 of _____ 1/4 of _____ 1/4 of _____ 1/4
BOREHOLE DATA: (from ground surface)
Suggest T.M. Hanna’s hydrogeologic classification system*
https://my.ngwa.org/NC__Product?id=a185000000BYub3AAD
Depth
From To
Drilling method: Air rotary, Cable tool, Other
Well use: Public supply, Domestic, Reinjection, Hydrofracking
Commercial, Observation/Monitoring, Test/Exploratory, Cooling,
Irrigation/Agriculture, Grounding, Recharge/Aquifer Storage,
Heating, Geothermal Exploration, Other
Fluids used:
Depth of hole: __________ ft Casing stickup: ___________ft
Casing type: __________ Casing thickness: _________ inches
Casing diameter: _________ inches Casing depth: __________ ft
Liner type: _________ Depth: _____ ft Diameter: _____inches
Note:
Well intake opening type: Open end, Open hole, Other
Screen type: _________, Screen mesh size: ____________
Screen start: ________ ft, Screen stop:________ ft, Perforated Yes No
Perforation description: Perf from: ________ ft, Perf
to: _______ft, Perf from: ________ ft, Perf to: ________ ft
Gravel packed Yes No Gravel start: ______ ft , Gravel stop:______ ft
Note:
Static water (from top of casing): _______ ft on____/____/_____ Artesian well
Pumping level & yield: ______ feet after _____ hours at _____ gpm
Method of testing:__________________________________________
Development method:______________ Duration: ____________
Recovery rate: _________ gpm
Grout type: _________________ Volume __________________
Depth: From ___________________ft, To ___________________ft
Final pump intake depth: __________ ft Model: _______________
Pump size: _____________ hp Brand name: __________________
Include description or sketch of well location (include road names,
buildings, etc.):
Was well disinfected upon completion? Yes No
Method of disinfection:
Was water quality tested? Yes No
Water quality parameters tested:
Well driller name: ..................................................................................
Company name: ...................................................................................
Mailing address: ....................................................................................
City: __________________________ State: AK Zip: ___________
Phone number: (________) ________- ______
Driller’s signature:
Date: ______/______/_________
Anchorage Municipal Code 15.55.060(I) and North Pole Ordinance 13.32.030(D) require
that a copy of this well log be submitted to the Development Services Department/City
within 30 days of well completion.
City Permit Number: _____________________________
Date of Issue: _____/____/_________
Parcel Identification Number: ______-_______-________
*Guide for Using the Hydrogeologic Classification System for Logging
Water Well Boreholes by Thomas M. Hanna NGWA Press
AS 41.08.020(b)(4) and AAC 11 AAC 93.140(a) require that a
copy of the well log be submitted to the Department of Natural
Resources within 45 days of well completion. Well logs may
be submitted using the online well log reporting system
available at:
https://dnr.alaska.gov/welts/
OR email electronic well logs to
dnr.water.reports@alaska.gov
North
sandy gravel - possibly silty
n110
gravelly sand
S
1973
12
105
94
JAMES LAUGHLIN ,
n
12
L10
9
silty sand
NW
n
39
137
110
HIDDEN HILLS
1
89
n
18
0
138
012N
n
gravelly, silty sand
004W
clayey sandy gravel 94
105
39
sandy clay
gravelly sand
NE
18
5
Municipality of Anchorage
ARCTIC DRILLING (ANCHORAGE)
B1
14180
89
gravelly sandy clay - dark brown
men t.
PV1IN1` R CffPALITY OF A` C H[O AGE N,°�
Devellopmenit Servkes Department q
4w,
Dight ®i Way Sectionopalt
ENCROACHMENT IENT PERIV[i �T R251079
THIS AGREEMENT, made this 10th day of January 2025, by and between BRENT AAFEDT
& ALEXXANDRA M and their heirs, administrators, and assigns, hereinafter called "PERMITfEE",
and the Municipality of Anchorage, a municipal corporation organized and existing under its Charter
and the laws of the State of Alaska, hereinafter called the "PERMITTER".
WITNESSETH:
WHEREAS, PERMITTEE is the owner of the following described real property:
HIDDEN HILLS SUBDIVISION, BLOCK 1, LOT 10, according to the official
records thereof, on file in the office of the District Recorder, Anchorage Recording
District, Alaska, and;
WHEREAS, PERMITTER owns and/or maintains the real property more particularly
described as follows:
The TEN FOOT UTILITY EASEMENT, immediately to the north side of
PERMITTEES property as shown on Plat No. 70-338, on file in the office of the
District Recorder, Anchorage Recording District, Alaska, and;
WHEREAS, PERMITTEE has placed a well upon the referenced real property which
encroaches 9.0 feet upon the PERMITTER'S 10.0 -foot Utility Easement.
NOW, THEREFORE, it is mutually agreed between the parties hereto that:
1. The PERMITTER, acting through the Director of Development Services
Department, hereby grants to the PERMITTEE the privilege of allowing well to
encroach 9.0 feet upon the PERMITTER'S l 0.0 -foot Utility Easement, as shown
on "Attachment A," included herewith.
The PERMITTEE agrees forever to indemnify, defend, save and hold harmless,
the Municipality, its officers and employees, from any and all lawsuits, claims or
actions brought to any person for or on account of damage to property or injury,
disease, illness or death of persons, including all costs and expenses incident
thereto, arising wholly or in part from or in connection with the existence of,
alterations, maintenance, repair, renewal, reconstruction, operation, use or
removal of the encroaching well, as placed upon the PERMITTER'S 10.0 -foot
Utility Easement.
The PERMITTEE shall not assign or transfer any of the rights granted herein to
another individual or company without first notifying and securing the approval
of the Director of Development Services Department.
4. This Agreement and Permit grants PERMITTEE no interest in PERMITTER'S
real property whatsoever, except only the encroachment rights described herein.
5. The PERMITTER reserves the right to revoke this permit upon twenty (20) days
written notice to the PERMITTEE. The PERMITTEE agrees upon such notice
of revocation, to move said encroachment(s) from the 10.0 -foot Utility Easement
in which it is placed. Should the PERMITTEE refuse or fail to comply with said
written notice, the PERMITTER may, without further notice to the
PERMITTEE, remove or cause to be removed the encroachment(s), and the
PERMITTEE hereby agrees to reimburse the PERMITTER for all costs
incidental to the removal thereof.
In addition to the mutual promises heretofore made, the PERMITTEE has paid the
PERMITTER a one-time permit application fee of $120.00. The PERMITTER hereby waives the
annual fee of $315.00.
IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seal the day
and year first hereinabove written.
GRANT
Alexxandra M Aafedt
Owner
Brent Aafedt
Owner
GRANTOR: MUNICIPALITY OF ANCHORAGE
John Snelson
Right of Way Supervisor
POST IN A CONSPICUOUS PLACE
ALL WORK MUST BE INSPECTED
Field Inspection Request required 2 working days in advance of starting work and 2 working
days in advance for final inspection. Call (907) 343-8206 (voice recorder) for scheduling.
Permit is not valid without the call-in and also must include the one -call ticket (utility locate)
number.
✓� MUNICIPALITY OF ANCHORAGE - RIGHT OF WAY DIVISION
4700 ELMORE ROAD
TELEPHONE (907) 343-8240 EMAIL: moarowrequests@muni.org
RIGHT OF WAY PERMIT
1)'_.partIII t'til
R251079
Type: Encrchmnt Status: Issued Grid: SW2222
Date Applied: 01/10/2025 Date Issued: 01/10/2025 Issued By: PWMSW
Construction Start Date: 01/10/2025 Last Updated: 01/10/2025 Last Updated By: PWMSW
Permittee: AAFEDT BRENT & ALEXXANDRA M
Work Order: Utility:
Contact Person: Ben Schiller, 907-522-7773 Primary Inspector: ROW Lead
Address/Loc: 7726 LUCY ST, Anchorage - @ Quiet
Legal Description: HIDDEN HILLS BLK 1 LT 10 G:2222
Original Work Encroachment of an existing well 9' into a 10' utility easement.
Description:
Summarized Financial Transactions
Fee Description Quantity Amount
Permit 1 $120.00
Total Fees: $120.00
See reverse for requirements/remarks.
I have read and understand both sides of this permit. I agree to the terms and conditions; and I certify that all work will comply with federal, state,
and municipal codes and regulations and the provisions of this permit.
Signature: '`'
9 �i Date: 1-9-2025
)
a Municipality of Anchorage
MUNICIPALITYDeveJUN 10 2024 Right lof Way Section Servicesent Department
4700 Elmore Road - Anchorage, AK 99507
APPLICATION FOR RIGHT OF WAY PERMIT p W, Permit Coun�one 907-343-8240
By MOAROWrequests@muni.org
PRIMARY SITE i
kL
Street # - 4-3VI Street Name Quiet Circle Parcel # 011-121-35
Nearest Cross Street Kincaid Road Plat 70-338 Grid SW2222
--- ----- — - _ . -- ------ - - - - - - ---- -- .... -- -
Subdivision Name Hidden Hills Block 1 Lot 10 Tract
APPLICANT AND CONTACT
Permittee Forge Engineering (Ben Schiller) ❑ Contractor ❑ Utility ❑ Owner
Mailing Address P.O. Box 2407773 City Anchorage State AK Zip 99524
PROJECT DETAILS
Type of Permit ❑ General ❑ Rental ❑ Driveway ❑ Utility ❑ Street Maint. ❑ FN Encroachment
MOA"
"MOA Project Name Project #
Work Order # Utility Acct #
Activity Date: From To
Description:
The well is located Inside the utility easement Onsite has requested we seek an encroachment permitfrom
ROW prior to approval of the inspection report.
ROAD CLOSURE DETAILS Use Supplement Worksheet for additional closures
Road Name ❑ Full ❑ Partial ❑ None
Adjacent to TCP Attached? ❑ Yes ❑ No
Closure Dates: From
T Hours of Closure From
0
To
❑ Sidewalk Only
❑ On its Way
A full road closure or a partial road closure on a classified arterial or collector street requires an approved Traffic Control Plan (TCP)
signed by MOA Traffic Department. Consult the OS&HP to determine road classification.
RIGHT OF WAY DETAILS Check all that apply. Use Supplemental Worksheet for additional rights of way.
Location Type
Surface
Material
Road Prism
Pavement Age
Construction Method
Curb & Gutter
❑ MOA Right of Way
❑ Gravel / Dirt
(see reverse)
❑ 1 orLessYr
❑ Trench Open
❑ None
X Utility Easement(s)
❑ Asphalt
❑ Inside
❑ 1to2Years
❑ Boring/Trenchless
❑ Type 1
❑ Drainage Easement
❑ RAP/Chip
❑ Outside
❑ 2to3Years
❑ Existing Conduit
❑ Type 2
❑ Public Use Easement
❑ Concrete
❑ N/A
❑ 3YearsPlus
❑ Aerial
❑ Type 3
❑ BLM Easement
❑ Grassy Area
❑ No Cut Required
❑ Closure Only
❑ Type 4
❑ Pedestrian/Bike Trail
� developed
❑ Maintenance Only
❑
❑ Sidewalk
❑ N/A
❑ Alley
Lineal Feet
Parallel to Right of Way Centerline
I certify 1 am the owner/authorized representative for the project described in this Right of Way Permit application and that all
work will comply with federal, state and municipal codes, regulations, relevant design criteria and conditions of the permit.
5/6/24 (907) 522-7773 office@forgecivil.com
signature Date Phone Email
Ben Schiller
Printed
R.cci'M Mard 2012 (PLEASE PRINT DOUBLE SIDED / FRONT TO BACK) 1'11gc 1 0-2
PARID:01112135000 LUC: 100
AAFEDT BRENT & ALEXXANDRA M 7726 LUCY ST TAX YEAR: 2024
Property Information
Property Location:
Class:
Use Code (LUC):
Condo/Unit #:
Tax District:
Zoning:
Plat #:
HRA #:
Grid #:
Deeded Acres:
Square Feet:
Legal Description:
Economic Link:
Owner
Owner
Co -Owner
Care Of
Address
City / State / Zip
Deed Book/Page
Tax Information
Parcel
Roll
Tax Cycle
DID Goss
Amount
Type
Year
Tax
.00
96.66
-881.00
Amount
01112135000
RP
20241
888.79
01112135000
RP
20242
888.78
01112135000
RP
20231
892.38
01112135000
RP
2023 2
892.38
01112135000
RP
20221
883.26
01112135000
RP
20222
883.26
01112135000
RP
2021 1
1,890.29
01112135000
RP
20201
2,101.59
01112135000
RP
20191
2,018.82
01112135000
RP
20181
2,054.92
01112135000
RP
20171
1,882.33
01112135000
RP
2016 1
1,722.77
Assessed Value
6301 QUIET CIR
R - Residential
100 - Residential Vacant Land
03
R5
70-338
SW2222
10,120
HIDDEN HILLS
BLK1LT10
No
Show Parcel on Map
AAFEDT BRENT & ALEXXANDRA M
2835 LILY ST
ANCHORAGE, AK 99517 0000
Res Sr/Vet IPC
Paid
Net
Exemption Exemption Billed
Amount
Due
112.21
-1,001.00
.00
96.66
-881.00
104.44
104.11
-996.49
.00
.00
-892.38
.00
.00
-883.26
.00
.00
-883.26
.00
.00
-1,890.29
.00
251.92
-2,353.51
.00
437.91
-2,456.73
.00
681.85
-2,736.77
.00
993.46
-2,875.79
.00
879.16
-2,601.93
.00
Make a Payment
Interest Penalty Costs Total Due
Due Due Due Due Date
.00 .00 .00 .00 06/30/2024
3.66 .00 .00 108.10 08/31/2024
.00 .00 .00 .00 06/30/2023
.00 .00 .00 .00 08/31/2023
.00 .00 .00 .00 07/31/2022
.00 .00 .00 .00 09/30/2022
.00 .00 .00 .00 06/15/2021
.00 .00 .00 .00 07/15/2020
.00 .00 .00 .00 06/15/2019
.00 .00 .00 .00 06/15/2018
.00 .00 .00 .00 06/15/2017
.00 .00 .00 .00 06/15/2016
Tax Year Roll Type LUC Class Land Building Total Appraised
2024 RP 100 R 110,100 0 110,100
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC241523
Parcel ID 011 -121-35 Expiration Date:
Legal description HIDDEN HILLS BLK 1 LT 10
Site address 7724 LUCY ST. ADU
12/10/2025
Current property owner(s) AAFEDT BRENT & ALEXXANDRA M
By:
This'Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
Development Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
The On-site system(s) is/are approved for bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
ATTACHMENTS:
COSA Checklist
Absorption Field Advisory
Tank Age Advisory
Other
X Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
M
12-1 v 3 4
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 011-121-35
Complete legal description Hidden Hills, Block 1 Lot 10
Location (site address) 6301 Quiet Circle, Anchorage, AK, 99502
Current property owner(s) Brent & Alexxandra Aafedt Day phone
2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS
3. TYPE OF WATER SUPPLY:❑ Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass
Age NEW - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ■❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for: Tank to absorption field Distance: 0.79
Expedited review requested: Al
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee
Date of Payment12 2 ZPZ`I
COSA # S c' t
Waiver Fee $
Date of Payment
Waiver #
COSA Application—June 2022
8.53
N/A N/A
N/A
Benjamin Schiller, P.E.
(907) 522-7773
WELL FLOW TEST REPORT
Conducted by Anchorage Well & Pump Service
7640 King Street, Anchorage AK 99518
Ph: (907) 243-0740 Fax: (907) 243-0742
OWNER INFORMATION PUMP INFORMATION
Owner: Intake Depth:
Address: Static Water Level:
Depth of Casing
Max Drawdown: None
Well Production:
PUMP ON Time: 12:58pm Date: 04/03/04 (at time of test)
PUMP OFF Time: 2:17pm Date: 04/03/04
Gallons Comments
Pumped
04/03/24 12:58pm Start
04/03/24 2:17pm
770.0 Stop
770 gallons in 79 minutes
770 ÷ 79 = 9.75
9.75 gpm
11220
11990
Water LevelElapsed
Time Feet Reading
9.75 gpm
Flowmeter
134'
99'
Gene Aafedt
6301 Quiet Cir
Anchorage, AK 99502
* Well chlorinated and flushed prior to test. Test performed at wellhead
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
On -Site Water and Wastewater Section
www.muni.org/onsite
�i
Nitrate Advisory
Certificate of On -Site Systems Approval # OSC241523
Subdivision: Hidden Hills, Block: 1, Lot: 10
907-343-7904
Fax: 343-7997
A water sample revealed a nitrate concentration of 8.53 milligrams per liter (mg/Q.
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached "Nitrate Fact Sheet" for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
N
12/18/2024
Feet
0 30 60