HomeMy WebLinkAboutPROSPECT HEIGHTS #4 BLK 1 LT 8Pro
pect
Heights
lock I
Lot 8
015-152
-49
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW070~7 PID Number: 015-132-49
Name: Wastewater System: [] New [] Upgrade
RONAI,D & .lANE ~qlMONO
Address:
10301 SIDOROF LANE. ANCHORAGE. AK 99516 ABSORPTION FIELD
Phone: Number of Bedrooms:
4 [] Deep Trench [] Shallow Trench [] Bed [] Mound [] Other:
Soil Rating: Total Depth from original grade:
LEGAL
DESCRIPTION 1.2 GPD/F¢ 5.00 Ft.
Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe:
1 8 PROSPECT HEIGHTS #4 0.6 Ft. 4.40 Ft.
Township: Range: Section: Fill added above original grade: Gravel Length:
4.1 - 5.3 Ft. 60 Ft.
Well: [] New [] Upgrade Gravelwidth:5 Ft. Number of lines:l I Distance between lines:.. Ft.
Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material:
Private 175 Ft. 20 Ft. 600 Ft2 F810 & D3034
Driller: Date Drilled: Static Water Level: Installer: Date Installed:
Alpine 7-26-99 11 Ft. S & A Enterprises 08/07/07
Yield: Pump Set at: Casing Height Above Ground:
5 GPM Ft. 2 Ft. TAN K
SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other:
T~ To Septic Absorption Lift Holding >ublic/Private Manufacturer: Capacity:
Tank Field Station Tank Sewer Line Anchorage Tank 1250 GeL
Material: Number of Compartments:
wel~ *95'+ 100'+ NA NA 25'+
Steel 2
SuffaceWater 100'+ 100'+ NA NA ~ / LIFT STATION
Size: Manufacturer:
Lot Line 5*+ 109+ NA NA Gal.
Foundation 5*+ 10T+ NA NA "Pump on" level at: "Pump off" level at: in. High water alarm at:
in. in.
Curtain Drain NA **50+ NA NA Pump Make & Model Electrical Inspections performed by:
Remarks:
*Waiver request submitted w/this inspection report. BENCH MARK
Location and Description:
**None known Top of gas meter
Assumed Elevation:
100 Ft.
Engineer's Stamp
Inspections performed by: ArcTerra Dates: 1st 8~7/07
3rd 8,9,10
Development Se,rvices, Department/~proval
Reviewed and approved by: ,,(~~ ~,, ~~e:~--2
AS-3UILT SYSTEM DETAILS/SITE PLAN Per'mi-I; ~ SW070007
PROSPECT HTS SUBD #4, LOT 8, BLOCK 1 PIP#, 015-138-49
· Well ® ~ ' Ne`
2" ondul
nsul
A-C= lO.P4
B-C= 22,24
A-D= 17,82 ~
B-D= 27,09 ~
A-E=103,88 ~ ~ -, w ~ ~ []
o o o o d dd ~~A
B-E=l16,66 o~ z FINAL GRADE
A-F= 153,08 ~ E r~'.~' Insut, & FILTER FABRIC~ GRADE
~,., _ -, , - I 0.5'
B-F= 157,00 o~ ~ ~ 1250 GAL ~
3-G= 134,76 ' · .... ' RUSK'"" ":'~":~ :'::":;'": ~'~ :C~'j;~: .(~ 4,40'
,B-H: I 60'
ABBREVIATIONS
BOH = BOTTOM OF TESTHOLE
~~~ CO = CLEANOUT
~ OF ~ ~ MT = MONITORING TUBE
~ ~ .....'~'~~ SCALE: NTS
~-"" ~"' PREPARED FDR~
F.. 9 TH '.. 10301 SI~OROF LANE
r~'"~' 2' Insut, & I 0.5'
1250 GAL
ANCHORAGE, AK 99516
(907)563-5656
FIELD BOOKS COMPUTED:
BOUNDARY: NA DRAWN: KMD
STAKING: NA. CHECKED: KMD
ASBUILT: LANTECH DA~: 8/9/10
2541
ACAD FILE: 99055.DWG JOB No.: 99055
NNServer\stomge\WELL & SEPTIC - Filed by Legal\Prospect Heights\Block 1\Lot 8\99053.dwg
Rick Mystrom
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 'L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
htr p:lfwww.cl.a nchora ge.ak, us
Permit Number: #SW 990190 Date of Issue: 7-13-99
Date Started: ?-26-99 Date Completed: 7-26-99
Legal Description:
Property Owner Name & Address:
Borehole Data:
Soll Type, Thickness & Water Strata
stick-up
gravelly silt
bedrock
Parcel Identification Number: 015-132-49
Is well located at approved permit location? [] Yes [] No
Prosoect Hqts #4Blk f lot 8
Donna York C/O Norm Bristow
12440 Turks Turn
Anchorage, Ak 99516
Depth (fl)
From To
0 2
2 13
13 175
Method of Drilling [] air rotary [] cable tool
Casing type: steel
Wall Thickness: .25 inches
Diameter: .6.6 inches Depth: 20 fcct
Liner Type:
Diameter: ~ inches Depth: ~ fcct
Casing stlckup above ground: _2 fcct
Static water level (from ground level): 11 feet
Pumping level:, 175 feet after
_2 hours pumping _5 gpm
Recovery Rate: _5 gpm
Method of Testing: air.lift .'.i ' ' ' ' '
Well Intake Opening Type:
[] Open End [] Open tlole
[] Screened Start feet Stopped ~ feet
[] Perforations Start~ feet Stopped feet
Grout Type: bentonite # 8 Volume: ] bag
Depth: Start 0 feet Stopped ~ feet
Pump: Intake Depth feet
Pump size __ hp Brand Name
Well Disinfected Upon Completion? [] Yes [] No
Method of Disinfection: clorox
Comments:
Well Driller: Alpine drilling & Enterprises
P.O. Box 110496
Anchorage AK 99511
Attention: The we4~ driiler.~ball.provide a well log to the property owner within 30 days of completion and the property
E. 51 st Ave, Anchorage, AK. 99503
(907) 868-3791, Fax (907) 868-3793
August 16, 2010
Jeff Poet, On-Site Engineering Technician
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
RE: PROSPECT HTS. #4 LOT 8, BLOCK 1 - WELL/SEPTIC TANK WAIVER
Dear Jeff,
Per previous correspondence with you, we are submitting a waiver request for the
separation distance between the septic tank to the well located on the referenced lot. Per
the Lantech as-built survey dated July 23, 2010--the septic tank was measured at 96'+/-
to the subject property's well. We are therefore requesting that a waiver to 95 feet
between the referenced well and septic tank be granted at this time. Any potential septic
effluent contamination will flow downhill towards the Southwest and away from the
well.
Per ADEC Separation Distance Waiver Guidelines for SCRO:
· Water Table (11' static water & 13' ground elevation diff = 24')
· Soil Sorption (See well log-predominately impermeable bedrock)
· Permeability (See well log-predominately impermeable bedrock)
· Water Table Gradient (0%)
· Horizontal Separation (95')
3.00 points
6.00 points
3.00 points
2.90 points
2.75 points
TOTAL: 17.65 POINTS
The point total indicates that the well would almost sure to be free or no contamination
possible from any form of household sewage contamination.
Prospect Hts. L8, B 1
August 16, 2010
Page 2 of 2
We respectfully request that the waiver be granted and the on-site inspection report be
approved. If you have any questions or require additional information, please contact me
at 868-3792 / FAX 868-3793.
Respectfully,
ArcTerra Consulting, Inc.
Kenneth M. Duffus, . .
20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PIt (907) 868-3791 ° FAX (907) 868-3793
~ ........ ip lity
~ Munic a of Anchorage
~ P.O. Box 196650 ® 4700 Elmore Road
~ Anchora.qe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:liwww.muni.or.qlOnsite
Development Services Department
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
WR#: OSP101161 HA#: Permit#: aw070007
PID#: 015-132-49
Legal Description: Prospect Heights #4, Block 1, Lot 8
Engineer: ArcTerra
Applicant: Arc Terra
Your request for a waiver of the required 100 feet horizontal separation from the septic tank to
the private well has been approved. The approved separation distance is 95.0 feet.
This waiver approval applies to the existing septic tank to private well separation 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: 8/20/.____2_0_1_0 Approved by'~,4,/~.//~"~.~.~
Rec#: 03596C Amount: $1,050.00 Date Paid: 8117/2010
**** VARIANCE/WAIVER REVIEW ****
pas.pas.read_only, 2/12/2008 00:00:00
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(gO7) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jan 29, 2007
Expiration Date: Jan 29, 2008
Permit Number: SW070007
Legal Description: PROSPECT HEIGHTS #4 BLK 1 LT 8
Design Engineer: 0070 ARCTERRA ENGINEERING & SUI~
Owner Name: RONALD & JANE SlMONO
Owner Address: 10301 SlDOROF LANE
ANCHORAGE, AK 99516-1209
Parcel ID: 015-132-49
Site Address:
Lot Size: 127769 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] DisposalField [] 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 Cede 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 calling
(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 B~
Issued By:~J~
, Date: __/~ ~/V'~
Date: //~' ~'7
/ /
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www. muni.org/onsite
(907) 343-7904
ON-SITE SEWEPJVVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-132-49
Property owner(s).Ronald & Jane Simono
Mailing address 17130 Laoana Dr. Eagle River~ AK
Site address 10301 Sidorof Lane~ Anchorage~ AK
Legal description (Sub'd., Block & Lot) Prospect Hts.//4, B1, L8
Legal description (Township, Range & Section)
Lot Size 127~769 Sq. Ft. Number of Bedrooms 4
Day phone 562-1234
Zip Code 99577
Zip Code 99516
THIS APPLICATION IS FOR (~3 ail that apply):
Absorption Field []
Septic Tank []
Holding Tank
Privy []
Pdvate Well []
Water Storage []
THIS APPLICATION IS AN:
Initial []
Upgrade []
Renewal ~
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.
ArcTerra En~ineerin~ & Surve~/in~, Inc.~
(Signature of property owner or authorized agent)
Permit/Rush Fees: $460 + $175
Date of Payment:
Receipt Number:.
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:.
ENGINEERING AND SURVEYING, INC.
January 19, 2007
Municipality of Anchorage
Development Services Deparh'~lent
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Renewal sewer/well permit - Prospect Hts. S/D #4, Block 1, Lot 8
Gentlemen:
The owner has requested we proceed forward to obtain a septic permit on the
subject lot. On June 22, 1999 one testhole was performed for the proposed
system. The results of this test are attached. The general slope of this lot is from
east to ~vest at a grade of approximately 15-20%.
We have designed our system utilizing the existing testhole that was excavated
for the proposed 4-bedroom house. The lot will be served by an individual well,
located on the northern portion of the lot. We propose to install one 5' wide
shallow trench. Water was not encountered during the excavation or
monitoring.
There are no r)ublic or private wells within 200' of our proposed system location
except as not'ed. There is no surface, water withi,n 100' of the proposed system
and there are no known curtain drams within 50. We do not expect there to be
any adverse effect on adjacent lots by the development of this system. If you
have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
ArcTerra Engineering & Surveying, Inc.
~ac en's.D~~l and Sewer A pplicat~on
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test - copy
Owner/Contractor Specs
20441 PTARMIGAN BLVD ° EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793
WELL & NVASTENVATER DISPDSAL SYSTEM DETAILS/SITE PLAN
PROSPECT HTS SUBD, LOT 8, BLOCK 1
/
SCALE: 1"= 100 DES
4 BDRM X 1~0 OPD = 600 6PD
600 OPD/I.2 OPD PER ~0. FT. (IA MIN/IN.)= $00 SO. FT
(~O0/$'(W)) X .~(RF) (4.0' ORAVEL) ~ $0 FT. TRENCM
NOT~: F~A~ USE I ~RENCH - ~0 (L) X ~' (V) X
~II · LOT ~N~$ P~OR To&o& ~ep&h o? $y$~em I$ ~.0' From orIDIno&
To~o& depth o? ~?ove& beloe dlm~rlbu~iom plpe I$ 4.0' .
TO CON,RUctiON.
, NDTES:
I. USE 1000 OAL SEPTIC TANK. INSULATE IF <4' 0~ COVER.
~lt ~ NI~NIN ~ ~ ~. INSULATE TRENCHE~ ~ITH ~' HD BURIAL FDAM.
~mv~c ~L~ vtmm ~ ~ 3. CONTRACTOR WILL ENSURE MINIMUM ~ SLOPE INTO SEPTIC TANK.
~PTIC $YST[~ VI~IN ~ ] 4. ADDITIONAL FILL rILL ~E ADDED OVER SYSTEM TO ACHIEVE
~CD ~LL CX~PT AS ~Tt~ MIN. 3' CBVER IF
5. CONTRACTOR ~ILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL ~THER SETBACKS.
~~----~~ PAGE 10F
17190 LAOANA D~IV~
'*" (907)~48-E133
~ ~ 99055.DWG ~ ~: 07004
TH
WASTEWATER DISPF1SAL SYSTEM DETAILS
PROSPECT HTS SUBD, LOT 8, BLOCK 1
S~NG-TIE CHART
A-C=29.53
B-C=30.84
A-D=133.86
B-D=127.59
A-E=172.91
B-E=171.05
SOLI
-.2% ~
,DE
INSULATI~ --1250 GAL
STEEL ST
CONSTRUCT TREI
OF FP~I P~RALLEL TO
/
PREPARED FDR:
RONALD & JANE SIMONO
17130 LAOANA DRIVE
EAGLE RIVER, AK 99577
(907)248-;:'133
,'c~r,~ggo53.DWC
07004
SCALE: 1°= 30'
PAG.E 2 DF 2
/
20441 I'q'ARMIGAN BLVD.
EAGLE RWER, AK ~5~-87~
__ - ..... ..............
SOILS PERCOLATION TEST
P~fo~ed fo< Donna York Date
Project: Prospect Hts#4, BI, L8 TEST HOLE # 99-1
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12---
13-
14-
16-
18-
Depth
Org.-dry root mat, grass
GP- Loose, bm, sandy
gravel, dry, angular
ML- Soft, brown, moist
B.O.H.
ilole Presoaked Prior to Testing
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
was Ground water encounte~<l? NO
Depth to water after monitoring? DRY
What depth? N/A
Date? 711199
Reading Date Gross Net Depth to Net
Time Time Water Drop
I 6/22/99 6.'06 8"
2 6.'07 2 min 4 12/16" 3 4/16"
3 6.08 8" .
4 6:10 2 min S 8/16" 2 8/16"
S * 6:12 8" ..
6 6:14 2 rain $14116" 2 2/16"
7 ' 6:16 - 8"
8 6:18 2 rain 6" 2"
9 ° 6:19 - - 8"
10 6:21 2 rain 6 9/16" 1 7/16"
11 * 6:22 8"
12 6:24 2rain 6 9/16' 1 7/16"
· Water Added
19- I Percolation Rate 1.4 (rain/in) Perc Hole Diameter 6"
20- ] Test Run Between ~.5 fe~,t and 4.5 feet
L Kenneth M. Duffus, certify Ihat this test was ix, rformed in accordance with all State and Municipal guidelines in
effect on this date.
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACHCES AND MATERIAL SPECIFICATIONS
LEGAL DESCRIPTION: PROSPECT HEIGHTS #4, BLOCK 1, LOT 8
GENERAL:
1. The scope of this project includes the installation of a septic tank and/or
drainfield to serve a single-family residence on the referenced property as
delineated on the attached Municipality of Anchorage (MOA) permit and site
plan. Construction shall be in accordance with the approved site plan and
design drawings; MOA permit with any special provisions or conditions, and all
applicable State and Municipal Wastewater Disposal Regulations.
2. ArcTerra Engineering & Surveying, Inc. (ArcTerra) assumes no responsibility o,f
the accuracy of the as-built survey provided by the owner or owners
representative.
3. The owner or contractor is responsible to notify the engineer of any discrepancies
noted on the design plans or drawings prior to commencing work. These
discrepancies could be, but not limited to, possible encroachments, surface water,
varying soils, unplatted easements, types or use of dwellings on or adjacent to
property, nearby public wells, etc.
4. The contractor shall be responsible for locating any necessary underground
utilities, easements, property lines and surface water. The owner and/or
contractor shall ensure, ffdeemed appropriate, that a registered land surveyor
prior to construction flags all setbacks. The contractor shall be responsible for
verifying all pertinent separation distances and component layout.
5. Unless specifically agreed otherwise, the property owner shall be responsible for
final grading areas subsequently depressed from soil settling. On all leachfield
mound systems, the property owner shall be responsible for ensuring a
satisfactory vegetation growth over the mounded area.
6. The MOA Development Services Department On-Site Water & Wastewater
Program must certify contractors installing wastewater disposal systems.
Owners installing their own systems must also receive prior approval from said
MOA Department.
SEPTIC TANK ! HOLDING TANK / LIFT STATION INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts forpumping access.
2. The septic tank shall be sufficiently bedded withproper material and compacting
to prevent damaging, settling or shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches above the
final grade.
4. Septic tanks installed with less than 4 foot of cover shall be insulated. The
contractor will ensure that the fill over the tank does not exceed the burial depth
rating.
S. 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
PROSPECT tITS. #4, B1, L8
January 19, 2007
Page 2 of 3
adjacent cleanouts (unless an effluent pumping system exists within the septic
tank). These cleanouts shall be located on undisturbed soil not more than 10 feet
from the tank. The second cleanout, in line, shall be to clean toward the septic
tank.
6. Final grading over the septic tank shall be such that a positive slope exists away
from the septic tank.
7. All H.D.P.E. tanks shall have a vertical length of 4-inch perforated drainpipe
besides the tank extending to the bottom of the tank to above grade to monitor
ground water.
8. All tanks shall be anchored when there is not enough adequate soil cover to resist
buoyancy forces in high-groundwater areas.
9. All holding tanks and lift stations shall have an audible and visual alarm inside
the residence.
10. All lift stations shall be wired in compliance with the Uniform Electrical Code
and all MOA guidelines.
11. The contractor shall remove the old tank, or abandon it in compliance with the
Uniform Plumbing Code. The contractor is solely responsible for the
abandonment procedure.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the design. The
bottom of the excavation shall be within 2 inches of level. If the sidewalls of the
excavaction become smeared, they must be raked or scratched (roughed-up)
before gravel (sewer rock) placement.
2. Once the sewer rock is installed, the distribution pipe is installed level with the
perforations facing downward. Gravel is then to be placed over the distribution
pipe to provide a minimum of 2 inches of cover over the pipe.
3. 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.
4. Monitoringtubes shall be 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.
5. Backfill over the final gravel layer must not be less than twenty-four inches.
Insulation must be installed when the backfill depth is less than thirty-six (36)
inches. The finish grade over the trench must be mounded to prevent the
formation of a depression after settling.
6. All advanced technology waste water disposal systems (Advantex, Biocyde,
Intermittent Dosing Sand Filter, etc...) shall be constructed, installed, maintained
and monitored per manufacturer's specifications and MOA requirements.
MINIMUM MATERIAL SPECIHCATIONS: 1. A MOA approved septic tank manufacturer must construct any septic tank
proposed for installation.
2. The following pipe materials are MOA approved for use in septic system
installations:
Type of Pipe p~rforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793
PROSPECT tiTS.#4, B1, L8
Januarylg, 2007
Page3 of 3
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow
Chemical Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall befitted with watertight couplings (Caulder,
Fernco, or equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be
installed between the final leachfield gravel l,a, yer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5 '-2.5' screened gravel with less than
3% passing the #200 sieve. If deemed necessary, a sieve analysis should be
performed.
7. When sand is being used as a filter material, its gradation specification must
conform to current MOA or ADEC requirements.
INSPECTIONS:
Typically there will be three (3) inspections required during the installation of the
wastewater disposal system. These inspections will occur as follows:
1. 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.
2. The second inspection must be conducted after the placement of the sewer rock,
distribu.tion lines, standpipes, and cleanouts, but before the placement of the silt
barrier, insulation, or 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. 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-sit,e. The inspecting engineer
will not coordinate, direct or control in any way the contractor s activities.
The owner shall contract with the contractor to perform the work outlined in these
specifications and attached plans and in accordance with the attached MOA permit. All
materials, comp, onents, and construction practices shall comply with the MOA's and the
State of Alaska s latest ordinances, regulations, or policies regarding wells and septic
systems. The failure of the inspecting engineer to notice a material or construction non-
compliance does not relieve the contractor of his/her responsibility to correct such
deficiency. There will be no contractual arrangement existing between the contractor
and ArcTerra. ArcTerra shall be the owner's representative and will inspect the work a,s
stated above to document the contractor's activities. Final acceptance of the contractor s
work rests with the owner and the MOA.
ArcTerra shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the
contractor to carry out the work in accordance with these construction documents.
ArcTerra's insvectin~ engineer will not be responsible for the construction means,
methods, and t~chniq~es, ~'equence, procedures or the safety precautions inddent to this
project.
BY PROCEEDING FORWARD WITH TIlE INSTALLATION OF THE WATER
AND/OR WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CON~IRACTOR,
AND WELL DRILLER ACKNOWLEDGE HAVING READ AND ACCEPTED THESE
SPECIFICATIONS.
20441 PTARMIGAN BLVD · EAGLE RIVER, AK 99577-8736 · PH (907) 868-3791 · FAX (907) 868-3793
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 SEWEPJVVELL SUBMITTAL COMMENT SHEET
To: ARCTERRA ENGINEERING
Legal description: PROSPECT HTS ~ BLI LT8
The attached paperwork has been reviewed and is being returned for the following reasons:
[] SITE PLAN SHOWS PROPOSED TRENCH IS TOO CLOSE TO TOP OF CUT BANK
OR SLOPE GREATER THAN 25%, TRENCH NEEDS TO MAINTAIN 50 FOOT SETBACK
FROM SLOPE GREATER THAN 25%. OR 35 FOOT HORIZONTAL SEPARATION USING
INSTRUCTIONS ON A'I-rACHED MEMO DATED APRIL 7, 2004. PLEASE CHECK
CONTOUR SLOPES.
Name of reviewer: JOE
Date: January 25, 2007
Please supply the necessary information and re-submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
711312001
Municipality of Anchorage
George P. Wuerch, Mayor
Building S,'tfc~' Di;tsion
P.O. Box 19GG-50" 4700 S. Bragaw Street
Anchorage, Alaslm 00519-C-C~0 ,, (007) 8-'t8.8801
h t t p://www.cl.anchoragc.ak.us
Public Works
Donna York
10601 Prospect Dr.
Anchorage AK 99516-1209
Subject:
On-Site Water and/or Wastewater Permit.
Permit Number: SW000290
Legal Description: Prospect Heights g4 Blk 1 Lt 8
Dear Donna York:
An On-Site Water/Wastewater Permit, number SW000290, issued by this office for a single-family
system, will expire on August 10, 2001. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to
this office for reviexv, approval and documentation. This as-built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As-built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit may be issued free of
charge for a second year if the application for the renewal is received on or before the date of expiration
of the original permit.
When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Manager
On-Site Water and Wastewater Program
eno: Copy ofpermit
MUNICIPALITY OF ANCHORA GE
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 I WATER SUPPLY PERMIT
Renewal
Date Issued: Aug 10, 2000
Expiration Date: Aug 10, 2001
Permit Number: SW000290
Legal Description: PROSPECT HEIGHTS #4 BLK I LT 8
Design Engineer: 0070 KND Engineering
Owner Name: Donna York
OwnerAddress: 10601 Prospect Drive
Anchoage, AK 99516-1209
Parcel ID: 015-132-49
Site Address:
Lot Size: 127769 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] D sposa Fie d [] SepticTank [] Holding Ta.k [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail 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.
Received By:
Issued By: ~
Rick Mystrom,
Mayor
Mtmicipality of And oragc
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage. Alaska 99519-6650
http:/Iwww.cLancl~otage.ak.us
June 7, 2000
Ronald & Jane Simono
17130 Laona Dr.
Eagle River, AK 99577
Subject:
Prospect Heights//4, Block 1, Lot 8
Permit # SW990190 PID # 015-132-49
The subject permit #SW990190 issued by this office for a single family well and/or on-
site wastewater system, is due to expire 365 days after it's issuance on July 13, 1999.
If this is a well permit and you have drilled the well, a well log must be sent to this office
for documentation of the installation and to close the permit.
If this is an on-site wastewater system and a licensed Professional Engineer has inspected
the installation, the original as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports must be submitted within 30
days of construction completion.
A new permit must be obtained from this office for a well and/or on-site wastewater
system NOT installed by the expiration date. However a new permit can be issued free of
charge for a second year if the application for the renewal is received on or before the
date of expiration of the original permit for which a fee was paid.
When applying for a new permit after the original permit has expired or for more than a
second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well
permit.
Ifyou have any questions, please call this office at 343-4744.
Program Manager
On-site Services
enc: Copy of Permit
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Sen/ices
On-Site Sen/ices Program
825 L Street. Room 502
P.O. Box 196650, Anchorage. AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 13, 1999
Expiration Date: Jul 12, 2000
Permit Number: 8W990190
Legal Description: PROSPECT HEIGHTS #4 BLK 1 LT 8
Design Engineer:. 0070 KND Engineering
Owner Name: Donna York
Owner Addres ? ~,.J4,.~ Total Bedrooms: 4
This permit f, 1'7150 1-0-0
[] Disposal Fi, ~"7 ;ling Tank [] Privy
/
Parcel ID: 015-132-49
Site Address:
Lot Size: 127769 SQ. FT.
Permit Bedrooms: 4
[] Pdvate Well [] Water Storage
All construction-m~'st
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 ( t8AAC72 ) and Ddnking 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 Apd115, 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 i~
Date: ~/~:
· ]~ND ENGINEERING
20441 I~FARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111 / FAX (907)696-8111
July 4, 1999
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519-6650
Subject:. New sewer/well permit - Prospect Hts S/D #4, Block 1, Lot 8
Gentlemen:
On June 22,1999, we excavated one testhole for the subject property. The results of
this test and water monitoring are attached.
We propose to install a 5' wide shallow trench. There was no water monitored
during our excavation or after water monitoring. The percolation test indicated that
the soils percolate between 1 - 5 minutes/inch. Additional fill will be placed over
lhe system to provide a minimum of 3' of cover when complete. This lot slopes
from east to west at approximately 15-20%, which is away from the proposed house,
and any surrounding wells.
We propose to drill the well north of the house and septic area. There are no public
or private wells within 100' of our proposed system location. There is neither
surface water within 100' nor any known curtain drains within 50'. We do not
expect that there will be any adverse effect on adjacent lots by the development of
this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
li~ I~ ~ Engineering
Kenneth M. Duffu~.
attachments:
On-Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL
WASTEWATER DISPnSAL SYSTEM DETAILS/SITE
PROSPECT HTD S/I:), LOT 8, BLOCK
LOT 15
/
i
i
i
/'
/
/
i LOT 27
/
/
/
/
/
PLAN
LOT 8
LOT 7 ~
%
/ \
4 ~nRH X l~O GPD -- 600 CPD
60~ GP~/1.~ GPD PER S~. FT. ¢1.4 ~IN/IN.)-- 500 S~. FT
(500/5'(W)) X .50(RF) (4.0' GRAVEL) = 50 FT. TRENCH
USE I TRENCH - 50(L) X 5' (W) X 4'(D)
Toto. t depth OF system Is 5.0' f'ro~ orlglno( Or'ode.
To'cot depth o¢ Or'eve( be(ow distr'lbutlon pipe is 4.0' , NOTES,
I. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF 44' COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FDAH.
3. CDNTRACTDR WILL ENSURE HAXIMUM 2X SLOPE INTO SEPTIC TANK.
4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
VELLS 8, SEPTICS.
PREPARE]) FBR~
BBNNA YORK
ANCHDRACE0 AK
(907)345-0212
FIELD 800K$ co~',u'r[o:
eou.o~ ALD$ ~*~: KMD
~'~r: ALDS ~*~: 7/5/99
· c*o n~c: 99055.DW0 ~"~'= 99055
$cc,.te: 1'= 100'
PAGE 1 OF 2
~ ~ 1.~) ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(007)606-611 I/FAX (907)696-81 ! 1
~/ASTE~/ATER DISPnSAL SYSTEM
PROSPECT HTD S/D, LOT 8, BLOCK
:SEE /E
HT
]DETAILS
1
/
12
CB
PROPOSED
SYSTEM
FCB
PREPARED FOR:
DONNA YORK
ANCHORAGE° AK
¢907)345-9818
FIELD BOOKS COU~Ul[D:
B~.D~ ALDS ~*~: KMD
S~X,N0: ALDS c~(c~(o: KMD
· ~U,L~= ALDS o~: 7/3/99
o~ ~: ~o: 2.541
,,.c~) ~,L~: 99053.DW0 .,oe .~.= 99053
Scate: 1'= 80'
PAGE 8 DF 8
) ['/~ ~',~ ENGINEERING
a0441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-611 I/FAX (907)696-81 l I
Municipality of Anchor. age
Department of Health and Human Services
825 'L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
Rick Mystrom htr p:l/www.ci.anchorage,ak, us
Mayor
Permit Number: #SW 990190 Date of issue: 7-13-99
Date Started: 7-26-99 Date Completed: 7-26-~9
Legal I~crlptio~.'~
Property Owner Name & Address:
Borehole Data:
Soil Type, Thickness & Water Strata
stick-up 0 2
gravelly silt 2 13
bedrock 13 175
Parcel Identification Number: 015-132-49
Is well located at approved permit location? [5~] Yes [] No
MAR ?_8 2000
Prospect Hqts #4Blk 1 lot 8
Donna York C/O Norm Bdstow
12440 Turks Turn
Anchorage, Ak 99516
Depth (ft)
From To
Method of Drilling [] air rotary [] cable tool
Casing type: steel
Wall Thickness: .25 inches
Diameter: 6 inches Depth: 20 fcct
Liner Type:
Diameter: ~ inches Depth: ~ fcct
Casing stlckup above ground: 2 fcct
Static water level (from ground level): 11 fcct
Pumping level: 175 fcct after
_2 hours pumping _5 gpm
Recovery Rate: _5 gpm
Method of Testing: airlift : ' ' ' '
Well Intake Opening Type:
I'-] Open End [] Open tIole
[] Screened Start feet Stopped ~ feet
[] Perforations Start feet Stopped feet
Grout Type: bentonite # 8 Volume: I bag
Depth: Start_0 feet Stopped ._9 feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? [] Yes [] No
Method of Disinfection: clorox
Comments:
Well Driller: Alpine drilling & Enterprises
P.O. Box 110496
Anchorage AK 99511
Attention: The we~,drit~s~all provid~ a well log to the property owner within 30 days of completion and the property