HomeMy WebLinkAboutVALLEY VIEW TERRACE BLK 2 LT 7Vail
T
y View
Block 2
Lot 7
#050-352-24
Mtmicipality orAnchorage .",,t
Developmen! Services Department
Building Safety Division
On-Site Water and Waslewater Program. 4700 S. Bragaw St.
P.O. Box 196050 Anchorage. AK 99519-6650 Page
wwwcl.anchorage.akus (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: ~ (A)OlO~/'f~ PID Number:
~O~S ~O~CSO~ WastewaterSystem: D New ~ Upgrade
~'~OY Lo~rTer,~ ~,~ ~a~lC ~;~er,~K qqs77 ABSORPTION FIELD
LEGAL DESCRiPTiON ~"~ J.; ~w,,,
Well: ~ New D Upgrade
~ANK
SEPARATION DISTANCES D septic D Ilolding ~ S.T.E,P. ~ Olhe~
s~=w.. 00~ ~001~ ]00~ ~ / LIFT STATION
n~"DljrA~?~o~ p,p~ ~ ]~ ~j BENCHMARK
370~EagleRIverL--pRoad,~.~Dates: 1" 7-~1'01 ~[~[. ~ ..~
I nspec U OhS performed by:__ ...... ,..t. --,.
Develdpmept Services Department Approval
b~ ~' ,~ ..~,,~'~
Reviewed and approved : Date: ~-~1-ol
PERMIT NO SWOJ 0240
PAGE 2 OF 3
Municip. otit oF
DEPARTMENT OF HEA~.THAND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.B, Box t96650 'lAnchor'o. ge, Ato. sk~. 99519-6650® Tetephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL iNSPECTION REPORT
LOT 7, BLOCK 2, VALLEY VIEW TERRACE P.I.D. 1~0. 050-352-24
LOT 5
yMT1
TRENCH
NEW 1300 GALLON
S.T.Ir.P.
DRIVEWAY
LOT 6
LOT 8
SCALE: I' ' 40'
I~OBEIIT C. COWAN
CE -8801
P£m~IT No..Sw010240
Municip. alit oF An£ h.o,r'ag.e,
DEPARTMENT OF HEA~_TH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 eAnchor~ge, Ai~sko 99519-6650 e Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 7, BLOCK 2, VALLEY VIEW TERRACE P.I.D. NO. 050-.352-24
ST1 MH/-85.0'
FINAL SULATION
,J 1500 GALLON ,
FINAL GRADE/
MT
MT1-91- .6'j
.....-,-- MT1 = 103.4'
NO WATER FOUND
84.6' B.O.H.
A B C D
FCO ,37.0' 34.5' - -
C01 50.5' 48.0' - -
ST1 94.0' 60.0' - -
MH 97.5' 62.5' - -
MT1 - - 14.0' 26.0'
I IdJII ; ~.ILLIED RLN~,N I=LI;:~IRIC FI-IX FlU.
Augu~ 17, 2001
TWEED Excavating & Construction
17034 Eagle River Loop Rd, Sulle 202
Eagle Riv~, Alaska 99577
To whom it may concerto
Th~ ILPt station st 123405 Lower Terrace street v~ wired by a licensed elect~e;o,,, in nccor,~nn~-e with the '
current national electric code. Und~pemlty of ~, I ccrt~ this Jn~rumtion tO be true ~nd corn:ct.
Sbcer¢lr,
ALLIED A1.ASKA ELECTRIC, LLC
Owllef
P.O. ~ 87~$10, IVas~ila, .,dlaska 99~$7
Offic~ (907) 373-.3593/Cell 232..~$gT/ Fwc $73.d$9~ ]
MUNICIPALITY OF ANCHORAGE
Development Sen/ices Department
On-Site Water & Wastewaler Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 16, 2001
Expiration Date: Jul 16, 2002
Permit Number: SW010240
Legal Description: ,VALLEY VIEW TERRACE BLK 2 LT 7
Design Engineer: 0003 S & S Engineering
Owner Name: Morris Roberson
Owner Address: 23405 LOWER TERRACE STREET
EAGLE RIVER , AK 99577-9633
Parcel ID: 050-352-24
Site Address: 023405 LOWER TERRACE ST
Lot Size: 28314 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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 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 By:
Issued By: ~
Date: .7/]I /o(
Date: ?-/I--D/
Municipality of Anchorage
Development Services Department
Building Safety Divlslon
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ct.anchorage.ak.us
{907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ~'C)-,.~5",3. - ~
Property owner(s) )-,3 0~/~, $
Mailing address (1) ,,.~_.%.V'~" /~s~ c'~'~
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
,o, ,ze 0.6
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Permit Number ~
Dayphone '"'J J-~-- ~O~',~
Zip Code
· Number of Bedrooms
r"l Well Only. []
[] Water Storage []
Jacuzzi . ' .
Water Softening Unit
I certify Ihat the above information Is correct. I further certily that this application Is being made for a
Single Family Dw6tllng and Is In accordance with applicable Municipal Codes.
$ & S ENGINEERING
(Signalure of properly owner or authorized agent)
PermiI Fees: '~) ~ O- '" Waiver Fees:
Date of Payment: ~/3' ~1/O , Date °f Payment: "7/~/
Receipt Number: O0 (~$ "/ Z Receipt Number:
(Rev. 12100)
June 28, 2001
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-1211
S04%TEET
TEST
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 7, Block 2, Valley View Terrace Subdivision
It is requested that you issue a permit to upgrade a septic system to serve the existing
three bedroom dwelling on the referenced property. A waiver for 5 feet of
separation distance between the west property line and the new leachfield is also
requested.
A test hole was excavated and a percolation test performed on 6/13/01. The approximate
location of the test hole is located on the attached site plan. Ground water was monitored
and after seven days the hole Was dry as shown on the attached soils logs.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
If you require additional information, please contact us.
Sincerely,
RCC/b]j
Enclosure
17034 NORTH EAGLE RIVER LOQP · SUffE 204 · EAGLE F~VER. ALASKA 99577
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LOT 7, BLOCK 2, VALLEY VIEW TERRACE S/
s; � B. J. J. I R. C. C.
rring DESIGN CRITERIA:
3 BDRM = 450 GPD
SOILS = 1.2 GPD/SO.FT.
450/1.2 = 375 SO.FT. REO'D.
I LOOP ROAD
1"# (907)694-1211 1
DRAINFIELD CRITERIA:
9.0' DEEP
7.0' EFFECTIVE
2.5' WIDE
27' LONG
LOT
0
10* MIN.
5
LIFT STATIONkIwIl.
I
6-28-01 1 1 OF I
CONTRACTOR IS REQUIRED TO
OBTAIN UTILITY LOCATES
PRIOR TO ANY EXCAVATION
WORK.
VoL".
'o e",
C', 0
196� 9p" llp
04f-
INSTAL�L FCO
)AIN.
OSED 1300 GALLON,
0 SYSTEM
3 5* OF
QATION.
I ROBERT C. COWAN I
CE -8801
LOT 6 .......
LOT
N
0101
M
PERFORMED FO : '
Munlclpalily o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage. Alaska 99502-0650
4-
5-
7-
8-
9-
12-
13
14
15-
16
18-
19-
20-
IF YES, AT WHAT
DEPTII? pO
A
Depth lo Welel
Mo~itofinD?
Reading Date G~oss Net Depth 1o Net
Time Time Water Drop
PERCOLATION RATE '~ / {m,nuteumch) PERC HOLE DIAMETER
'rEST RUN BETWEEN ~" FT AI~O ~ FT
COMMENTS
ACCORDANCE WI~&~~[~L GUIDELINES IN E~ECT ON ~HIS DATE. DATE;
k
AALASKA Client: S & S Engineering
T E S T L A 8
A o I v I* Ion a f OOWL LLC Project: Valley View Estates
Location. Submitted by Client
Engineering Classoficatoon- Well Graded GR AVFT. with Silt and Swd—GW---GM
Frp,qt rigssification- Not Measured E
§ t.. �g t%, , - �- � 9 g
100%
90%
80%
70%
60%
r
50%
40%
20%
10010
no/ -
too 10
(g) Alas� Testlal; L999
David L. Anderson, P.E., General Manager
1 .0.1 0.01
Particle Size (mm)
O.00L
-'"D=-AYM D421
W.O. A29355
Lab No. 1070
Received: 6/22/01
Renorted: 6/26/01
sw
PASSIK6 STIMCAMON
0,
:7
79M
100Y*
1 in"
9%
1.
92%
3w
86yo
Im
76%
3190
69%
No. 4
5 Ve
TOW WL 110449�
No. 9
No. 10
360A
NO. 16
No. 20'
23%
No. 30
No. 40
16%
NO. so
No. 60
13%
No. go
NO. I CO
I Dye
No. 200
7. rA
lriwwr, of Fin& Frld� -A U I
10.02 mm
4040 8 STREET - ANCHORAGE - ALASKA 5199503 . 807/662�,2000 - SO -7/663-:3853
ROBERT C. COWAN. P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-12 ! 1
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 7, Block 2, Valley View Terrace Subdivision
June 28, 2001
GENERAL:
The scope of this project includes the installation of a 1300 gallon IIDPE
septic tank, and a new trench to serve the existing three bedroom residence
located on the referenced property.
Construction shall be in accordance with the approved site plan and design
dra~vings, Municipal permit with any special provisions or conditions, and all
applicable State and Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary underground
utility locates.
Unless specifically agreed otherwise, the property owner shall be responsible
for final grading areas subsequently depressed from soil settling.
e
Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing their
own systems must also receive prior approval from the Municipal Health
Department.
SEPTIC TANK INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded to prevent settling or shitting of
the tank.
17034 NORTH EAGLE RIVER LOOP · SUITE 204 ', EAGLE RNER. ALASKA 99577
Page 2
Lot7, Block 2, Valley View Terrace Subd~ls~n
June 28,2001
All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
Septic tanks installed with less than 4 R. of cover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation. In
the line between the tank and the leach_field there shall be two adjacent cleanouts (unless
an effluent pumping system exists within the septic tank). These cleanouts shall be
located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line,
shall be to clean toward the leachfield. The second cleanout shall be to clean toward the
septic tank.
Final grading over the septic tank shall be such that a positive slope exists away from the
septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
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 excavation become
smeared, they must be raked or scratched (rafted-up) before gravel (sewer rock)
placement.
Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil backfill.
Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations
shown on the design, and extend a minimum of 12 inches above final grade. The portion
of the monitoring tube extending through the gravel shall be perforated from the bottom of
the trench to the invert ofthe distribution pipe. This is equivalent to the effective depth of
the gravel as noted on the design.
Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The
finish grade over the trench must be mounded to prevent the formation of a depression
after settling.
Page 3
Lot?fBIock 2, Valley Vl®w Te~ace Subdlvltlon
June 28,2001
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe
Cast Iron
ASTM D3034 (PVC)
ASTM F810 (HDPE)
ASTM D2662 (ABS)
Perforated Solid
Yes Yes
Yes . Yes
Yes No
Yes Yes
Use ora type of pipe other than listed above must be approved by the inspecting engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femeo, or
equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform to
current M.O.A. or D.E.C. requirements, which ever requirement applies.
INSPECTIONS:
Typically there will be a minimum of three (3) iuspectious required during the installation of the
wastewater disposal system. These inspections will occur as follows:
Page 4
Lot 7, Block 2, Valley View Terrace Subdivision
June 28, 2001
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading ofthe property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer
is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-
construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or
control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be
the owners representative and will inspect the work as stated above to document the contractors
activities. Final acceptance of the contractors work rests with the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or 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. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR / INSTALLER
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LOT 7, BLOCK 2, VALLEY VIEW TERRACE S/D
V. R.C.C. �TE;; 6-28 01 1 ��,: 1 OF 1
1�27 CONTRACTOR IS REQUIRED TO
DESIGN CRITERIA: OBTAIN UTILITY LOCATES
PRIOR TO ANY EXCAVATION
3 BDRM = 450 GPD WORK.
SOILS = 1.2 GPD/SO.FT.
450/1.2 = 375 SO.FT. REQ'D.
54 EAGLE &MEN LOOP ROAD
CLE RIVER, ALAS" 69577
14ONEI (907)694-2979
F"i (907)694-1211
5
DRAINFIELD
CRITERIA:
PROF
9.0' MAXIMUM DEPTH TF
7.0' EFFECTIVE
2.5' WIDE
27' LONG
PROPOSED 1250/1300 GAL
/HPDE SEPTIC TANK
W/UFT STATION
4.0
IX0
0
'p
-�o
NSTALLFCO
DRIVEWAY
EXISTING SEPTIC TANK TO BE
CRUSHED AND ABANDONED.
EXISTING TRENCH TO BE ABAl
C46
OF SYSrEW
IWOTIOW
E
LOT 6
ROBERT C- CONVAN
I 1p CE - 8801
.4
DT 8
L
N
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Strut
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Waiver Review Worksheet
WR#: W~010055 PID~: 050-352-34 HA#: 0/0 ~q~, Permifff: SW010240
Date Received: 7116/01
Legal Description: Valley View Ten'ace Blk 2 Lt 7
Engineer:. Bob Cowan P.E.. S & S Enalneerina
179~4 Eaale River Looo Rd. Suite 204 Eaale River. AK 99503
Applicant: Mort'Is Roberson
Waiver Requested: Sf~lotllnetofletd ~t, ]~*'/~ ]~ ]t'k~, ~
Criteria: Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
P~n~:
Total:
Waiver Is Granted: ~ Waiver Is not Granted:
List Conditions or Reasons for above: ~JEF_ F=~,~,/~,~,=~' f ~' Z £/7'£,~
Date: 7--~-0! By: D~/,,/
Name of Reviewer
Rec~: 7254 Amount: ~115.00 Date Paid:
September 18, 2001
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-121 !
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, Alaska 99519
REFERENCE: Lot 7, Block 2, Valley View Terrace Subdivision
Request you grant the following waiver for the existing three bedroom house on
the referenced property: a lot line waiver of one foot for the separation distance
from the existing septic tank and the northwest lot line for the above referenced
property.
The system has been installed and we therefore request a waiver of one foot for the
separation distance between the existing septic tank and the northwest lot line.
We do not anticipate any adverse effects on the neighboring properties by the granting
of this waiver.
If you have any questions, please contact us.
Sincerely,
Robert C. Cowan, P.E.
RCC jhm
17034 NORTH EAGLE RIVER LOOP * SUITE 204 * EAGLE RIVER. ALASKA 99577
~'-~ ,
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
/
NAME
LEGAL DESCRIPTION
LOCATION Lq
~_. I DICTA,CE TO:
~ {Manufacturer
~ 00~ F HOME~DE
m -- ~ Manufacturer
~_~ [~ No. oflines~ ~.
~ IT°p°ftilet°f~ishgrade
~ Length ~ Width
~ ~ Type of crib-- Crib diameter
~ OISTANCE TO: Well
~ Clas ~ Depth
,Absorption ~.~a.. Dwelling
Inside length~ Width
Dwelling
Foundation
Totallength oflines
Material beneath tile
Depth
Crib depth ~
Building foundation
OTHER
Driller
PIPE MATERIALS
SOl L T EST RA=i'I NG'
REMARKS
Material
Nearest lot
Trench wi~inches
NO. OF BEDROOM~
PERM'T NOrZ
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT NO..~ ~0 ~'/0 0
Distance between lines
Total effective ~,r~)area
PERMIT NO,
DATE LEGAL
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it: ]1 FIH F'EiHj[L. IFiR I.,.IITH THE F?.[.EG!LIII.;..'EHE:I'.C!'S:; FOR: Ot'.,!.--.S!TE S:;EI.4EI:;:.'S FIND I.,.!EL!_'.E: I::IS SI;ET
I::'O!:;fi'!4 BY 'THE: I',IUNIC::i_'F:'!::!LITY O,::' F:tNCHEIFd::!E'JE.
iL-": ]1 .b,!I!...L. ]:!qS:;T!aLL. THE: S'¢STE:H :IN FIC:CORDFII",!CE !,.I;['f'H THE: COPES.
:Z; I U1",IDEF~:STFIi",iD TFIEEf' 'THE: OI",F--SiTE: SE:I,.IE?. S"r'E;TEH I'"t1::;["*" I:;~:E[;!LII!:;~:E EI"~L. Ei!:;;:GE:I¥1EI",IT :!:F' THE'
I:E'.ES:t:[::,EI",!CE ZS:; F?.EHOE:,ELED TO Z,NCL..U[:,E HOF?.E TFIF~1",! ::ii: BE'.'DF?.OEd'"I'.:.:;.
F:It::' F' L ]: O Fil'.,!"r 1',1(3 R ,~'. ! SI; liE: 0 E~ E F,'. S Cd'.,!
.~;,;:,1...1[.[.. EiIY. .............................. [)!::I-['E:-..~.-~-~- ~- Y.;'?. :~:
LOCATION SKETCH
Not To Scale
Distances shown are approximate
and have not been measured by
surveying methods.
A ®
TEST HOLE LOG
Scale: 1"=3'
GRAVEL w/ SOME SAND, SO~
SILT (GM)
Brown, Dense
Occasional Cobbles
2.0'
GRAVEL w/ S~ME SA~;D, TRACE
SILT (G~)
Brown, Slightly Moist, Dense
Occasional Cobbles
Boulder @ 6.0'
GRAVEL w/ SO~'SAND (~'~)
Occasional Cobbles
Brown, Slightly Moist, Dense
Boulder @ 11.0'
· 14.0'
SANDY GRAVEL w/ TRACE SILT
(GP)
Brown, Slightly Moist, Dense
Groundwater was not encountered.
This log depicts subsurface soils
observed within the test hole at the
location shown.
See Drawings B-01 and B-02 for
explanation of symbols.
LOCATION SKETCH AND
TEST HOLE LOG
MORRIS ROBERSON
18.0'TD
IF'8'
GRID:
/IPROJ. NO 751193
/tDWG.No.
~-01
July 11, 1977
R&M No. 751193
Morris K. Roberson
4302 Garfield
Anchorage, AlaSka
99503
Subject Soil Investigation for Sanitary Sewer System, Lot 7,
Block 2, Valley View Terrace Subdivision, Eagle River, Alaska
Dear Mr. Roberson:
At your request of July 7, 1977, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the
subject lot. The investigation complied with those procedures required
by the Municipality of Anchorage Department of Health and Environmental
Protection.
This investigation, whic~ was accomplished on July 7, 1977, consisted of
a test hole drilled to a depth of 18 feet below the existing ground
surface. Th~ test hole was sited according to your instructions and its
~location is shown in attached Drawing A-01. Drilling was accomplished
with a rotary drill rig using continuous-flight solid-stem auger with an
outside diameter of 6 inches. A sample was taken at the depths shown on
the soils log in Drawing A-01. The sample will be held in storage at
our lab for approximately six months. In addition, all material brought
to the surface by the augers was continuously monitored by an experienced
engineering geologist.
The topography at the drilling site is generally gently-sloping to the
west. At the time of the investigation the site had original vegetation
consisting of birch and spruce. The top of the test hole was located in
an excavation approximately 1 foot below original ground surface.
The soils encountered in the bore hole are shown in the test hole log
in Drawing A-01. The symbols used in Drawing A-01 are explained in
Drawings B-01 and B-02. This log displays specific conditions encountered
at the test location. However, subsurface conditions may vary in other
parts of the lot without any apparent surficial evidence of the change.
Groundwater was not encountered. Bedrock was not encountered. At the
time the hole was drilled seasonal frost was not present. Permafrost
was not encountered.
Based on the visual classification of the soil and the requirements set
forth by the Municipality of Anchorage, a percolation test was not
necessary within the test hole on the subject lot.
July 11, 1977
Mr. Roberson:
Page -2-
We appreciate this opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can~be of
additional service.
Very truly yours,
R & M CONSULTANTS, INC.
Jeffery M. Ayres
Staff Geologist
Jim McCaslin Brown Ph.D.
Head, Earth Science Department
JMA: JMB/sl
Attachments: Drawings A-01, B-01, B-02
:'ERHIT
DEPRRT [,lENT C F~I-iEFILTH Rt.,iD EN',/l F:ON, MENTRL ~.]7.z~¢I'ECT. I ON
,=,:-5 L,/ ~TREET, RNC. HORFII.~E., RK.
14EE_I_ F' i:% R f-1 '[ -F
( 780512 )
'L I C:iRNT ~
:I:~TION VFILLEY \,'IEW TERRRCE
)I;:IL L7 B2 ',,,'I:ILLEY '¢IEW TERRRCE
E:O?., 177 EFIGLE
","ER:
LGT
FEET
.!:U'IUM DISTRNCE BETlqEEN R WELL AND RNY OH-SITE SEHF~GE DISF'OSRL S'¢STEH IS
FEET FOR A PRIVRTE WELL_; OR
TO 28~ FEET FROM R PUE:LIC WELL DEPENDING UPON THE 'rYPE OF PUBLIC: WELL,
I. LOGS RRE REQUIRED RND IdUST BE RETURNED TO THE DEPRRTP1ENT HITHIN ]:E~ [:,RYS
THE WELL COMPLETION.
ER REC~UIREMENTS f'IRY RF'PLY. SPECIFICRTIONS RND CONSTRUC:TION DIRGRRMS RRE
4]:L. RBLE TO IN~URE PROPER IN%TRLLRTION.
:z. E~ F: I'-1 ]: T E :~: F' Z F;: r£ ~_'-~ [::, EZ b~-- E I"1 E: E: F-: 3:1.~__ .. :L :_:~- 7
:ERTIFY THRT
I RP1 FRt'IILIFIR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RNC,
;:TH BY THE HUNICIF'RLITY OF RNCHOR. RGE.
.'( ldILL INSTFtLL THE SYSTEM IN RCCORDRNL':E P~ITH THE CODES.
[lJELI._S RS SET
:;NED :.-. ..............................................
_ ._~,F'P bi C:flW T MORRIS ROOERSON
:UED B "~ "~ [:,FtT E __J
( erlifie Driiitug
A & L DRILLING COMPANY
BOX 97, [~AGLE RIVER, ALASKA 99577 · TELEPHONE 694-2588
OWNER OF LAND /~ff~;¢~-~/~(~- 4~fl~gt~ Z'~-~'~ ~'¢= DEPTH OF WELL
ADDRESS
LEGAL DESCRIPTION ~ a '~ ~'_~-~J[,
DATE-Started '7/~,/7 ~ Ended
PERMIT NUMBER '7~ ~/~
STATIC LEVEL OF WATER FT.
DRAW DOWN FT.
GALS. PER HR
KIND OF CASING
KIND OF FORMATION:
From OFt. to ~C~Ft.
From ~o) Ft. to
From .~"~ Et. to
From ! 6/ Ft. to
From /~ Ft. to
From c~?~"~'Ft, to
From c4~ '~_'~'i*t. to
From 3~.,~ Ft. to
From ,~// Ft. to
From -? ~-'~qCt. to__
From-¢ 3-)~ Ft. to
From __ Ft. to Ft.
From Ft. to__.Ft.
From Ft. to Ft
From Ft. to Ft.
From __ Ft. to .Ft.
From Ft. to Ft._
From
om
From __
From
From __
From
From
From
From
From
From.
From
From
From
Ft. to Ft
Ft. to Ft
Ft. to Ft.
Ft. to Ft
Ft to Ft.
Ft. to Ft
Ft. to Ft.
__ Ft. to__fit.
Ft. to Ft.
Ft. to .Ft
Ft. to Ft
Ft. to Ft.
Ft. to__.Ft
Ft. to Ft
Ft. to Ft.
Ft. to Ft.
Ft. to__.Ft
MISCL. INFORMATION:
~ / ' d '¥ ?'-o
POUCH 6 650
ANCHORAGE, ALASKA 99~02
(907) 264-4111 I~, c~ ~:
GEORGE M. SULLIVAN,
MA YOR
March 30, 1979
Morris K. Robe~son
4302 Garfield ~treet
Anchorage, AlaSka 99503
Subject: Lot 7 Block 2 Valley View Terrace Subdivision
Approval for your individual sewer and water facilities
will not be granted until the following items have been
completed:
(1)
The top of the well casing is sealed with a sanitary
seal so that it is water tight.
(2)
The water'analysis report be delivered to this office
from Chem Lab, 5633 B Street, for our review.
Notify this department for a re-inspection when descrepancles
have been corrected. If there are any further questions,
please contact'this office at 264-4720.
Sincerely, '
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: First National Bank of Anchorage
1210 West~Northern Lights Boulevard 99503
GE DEPT OF I";ALTFI &
MUN CIPALITY OF ANCHORA ' "._ _ ,_
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT~)~kYIRONMENTAL r,,u~CTION
825 L Street - Anchorage, Alaska 99501
MAR 2 7 1979
ENVIRONMENTAL ENGINEERING DIVISIO~
",e,ep,,o.e 26"-,',20 RECE! ED
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete ali parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
PROPERTY RESI[~.ENT (If different from above)
2. BUYER /
PHONE
MAILING ADDRESS
3. LENDING INSTITUTION
MAILING ADDRESS
4. REAL'J'OR/AGENT
PH~O~NE
PHONE
MAI LING AD DR ESS
5. LE AL DESCRI TION
6. T EOF
~i~ SINGLE FAMILY
[] MULTIPLE FAMILY
7. WATER SUPPLY
INDIVIDUAL*
· COMMUNITY
[] PUBLIC UTI LITY
8. SEWAGE DISPOSAL SYSTEM
I
NDIVIDUAL/ON-SITE**
[] PUBLIC UTILITY
NUMBER OF BEDROOMS
[] One [] Four [] Other__
[] Two [] Five
[~, Three [] Six
* ATTACH WELL LOG. A well log is required for all wells drilled
since June 1975. For wells drilled ~~live well
depth (attach log if available.)
**If individual/on-site, give installation date
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010(3/78) ~~
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED -'
iNSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPECTOR INSPECTOR INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
--t~[~ SINGLE FAMILY [] ONE ~ THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMBER
2. WATER SUPPLY
~ INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
~ PUBLIC UTILITY
Connection Verified
INSTALLER
~Septic Tank or ~Holding Tank
Size: t~ If Tank is homemade SOILS RATING
give dimensions: ~~ ~,
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AR EA MATERIAL
4. DISTANCESwELL TO: Septic/HoJding Tank Absorption Area Sewer Line Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
&~ APPROVED FOR _~ BEDROOMS
~ CONDITIONAL APPROVAL (letter must accompany certificate)
LEGAL DESCRIPTION
72-010 (Rev. 3/78)
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 A~chorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D. 050-352-24
,,,'~.,' :.GENERAL INFO. RMATION
) :~..' c. om. ple!e legal des~cfiption
CERTIFICATE Of HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING'
HAA #
Expiration Date: /,~.
'Lot 7~ Block 2~
Location (site.addr~ss or directions) 23405 Lower Terrace
Current Propertyowner(s) Morris Roberson
... Mailing address
Lending agency
Valley View Terrace Subdivision
Street
Day phone 509-358-6088
Day phone
Mailing address
Real Estate Agent
Mailing Address
Remax/Deb~e Lewis Day phone694-4200
16601 Centerfield Dr, Ste 201, Eagle River,AK 99577
Unless otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
. Individual Water Storage
Community Class ~
Public Water System
Well
TYPE OF WASTEWATER DISPOSAL:
[] Individual On-site []
Individual Holding tank
Community On-site
[] Public Sewer
The Municipality of Anchorage Deve!opment Services Department (Dad) 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 Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single family on-site wastew.~ter 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. (Ce~ificates 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 ncr responsible for errors or omissions in the professional
engineer's work.
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system Is(ara) safe, functional and adequate for the number of
bedrooms and t,jpe of structure indicated herein. I further verify that based on the Information obtained from the
Municipality of Anchorage flies and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is(ara) in compliance with all applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation. $ & $ ENGINEERING
Name of Firm 17034 Eagle River Loop Road No. 204
Address
Phone
Date
I
bedrooms, ~ith the following stipulations:
Engineer'sP~i~ted'Name Robert C. Co~/an~
DSD SIGNATURE
~ Approved for 3 bedrooms.
Disapproved.
Conditional approval for .
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: ~:~--..~/- 0 /
Municipality of Anchorage
Development Services Department
Building Safety Division
On*SEe Water & Wastewater Program
4700 South Bmgaw St.
P.O. Box lg6650 Anchorage, AK 99519-6650
www.ct.ancbemge.ak.us
pO7) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Wall type ?.~V',~-'r'~ If A, B, or C provide PWSID #
Date complet.~ ~/*~ Sanitery seal (Y/N) .:~
Total depth .~. Cased te ~.~.~.
FROM WELL LOG
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform o colonies/100 mi.
Date of.mp o: I la
B; SEPTIC/HOlDING TANK DATA
Well Log (Y/N) y
Wires properly protected (Y/N) "?/
Casing height (above ground) /,~ ~'ln.
AT/NSP CT ON
· o,
Nitrate o~3' mg./I. Otherbacteda o colonies/100mi.
Collected by:
/
Ta. ok ?'ype/Matedal
,,Tankaize /:~O~ '"
'* gal. ,. Number of Compartments
:: i~o~ndation ctearlout (~'~N)".~ Depression over tank (Y/N)
Date of pumpi~; '"''eRe//~ ~' Pumper
C: AB$oEFrlON FIELD ~,TA
~ata installed ~_~A / Soil ratln~r ftZ/bd~,tm)
Date Instelled ~;:~/;~/~/O )
/
Cleanouts (Y/N)
High water alarm (Y/N) -- ~
System tTpe ~
Gravel below pipe "7" ft.
Total depth .
/,,,! ·
Date of adequacy test ~-1~/ Res~
Fluid depth in absorption field before test_ f in. Water added gal.
Time: min. //Pl~uid depth in. Absorption rate >=
Elapsed
/-
Any rejuvenation treatme, n~'past 12 mo.) (YiN & type) If yes. give data
ft. Eft. absorption area ~ Monitoring tube V Depression over field
For bedrooms
New depth in.
g.p.d.
UFT STATION
Dateinstalled:~'/~l/O"
'Pump on' level at"~ in.
Datum
E. SEPARATION DISTANCES
S ein =,ons / M ole/ ss(Y )
~ump ~ level et ~'/~'~'m, __ High water alarm level at ~ *~" in,
I
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankJlift station on lot. /~ /'f'
Absorption field on lot / QO I.F
Public sewer main ^///A i
Sewer/septic service line ~- ~'~' ~
On adjacent lots / ~ /4--
On adjacent lots / ~ {;;:) ~'-
Public sewer manhole/deanout ~//er
Holding tank ~//,'~'
SEPARATION DISTANCES FROM SEPTIC/HOLDiNG TANK QN LOT TO: _ ,
Building foundation ~ 'f' Propen'y line . :~ ~,/ Absorption field
Water main /~///~ Water senace line /~ /~' Surface water
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ! ,"7'
WatarServicellne /~:~ /''~' Surface water //~/.4,.. Driveway, parking/vehictestorage
Curtain drain ~ Wells on adjacent lots /.~
F. COMMENTS
HAA Fee $ :~ 0 ~).
Date of Payment 'ff/I '//o I
Receipt Number 0 ) 0 ) '7 ~
(Rev. 12/00)
Waiver Fee $
Data of Payment
Receipt Number
G, ENGINEER'S CERTIFICATION
mv~w of Muni~l m~s mat ~e a~ s~e~ ~ ~
con~rman~ ~ MOA H~ gu~ellne, in effe~ ~ mis date.
Date
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastcwatcr Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
wwv.ci.anchorag¢.ak.us
(907) 343-7904
Water Well Advisory,,
Health Authority Approval # 010496
During a recent Health Authority Approval on-site inspection and test of the
potable water supply well on Block 2, Lot 7 of Valley View Terrace
subdivision, the well's productivity was dete,t~ned to be 0.37 gallons per
minute. The minimum well productivity required by this Department (AMC
15.55) for a 3-bedroom residence is 0.31 gallons per minute. Although the
subject well currently exceeds this minimum requirement, all parties
concerned are advised that the production capacity of the well may fluctuate.
Restriction of non-critical water uses such as washing cars and watering
lawns and gardens may be required.
This advisory must be attached to all copies of the subject Health Authority
Approval.
Municipality of Anchorage
George ~. Wuerch, Mayor
B~ilding Sat'cry Division
P.o. Box 19C, C050 ,, 4700 S. Bragaw Street
Anchorage, Alaska 00519-6C~0 · (007) 82R3-8301
h ttp://www.cl.anchoragc.ak.us
7/16/2001
Bob Cowan P.E.
S & S Engineering
17034 Eagle River Loop Rd. Suite 204
Eagle River, AK 99577
~epartment o~
Public Works
Subject:
Waiver Request for Valley View Terrace Blk 2 Lt 7
Waiver Request #WR010055
Parcel ID #050-352-24
Permit # SW010240
Dear Bob Cowan P.E.:
Your request for a waiver of the required I0 feet horizontal separation from the
on-site wastewater disposal system to property line has been approved. The approved
separation distance is'r~0· feet.
This waiver approval applies to the existing on-sitewastewaterdisposal system to
property line 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.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
Daniel J. Roth
Civil Engineer
On-Site Water & Wastewater Program
~!ROBERT C. COWAN. P.E,
ROBERT A, SIIAFEI% P.E.
WELL RECOVERY TEST DATA
CfVIL ENGIHI:I:itu
(907) 694-2979
FAX (907) 69,1.1211
CUE.T:
WELL LOCATION [legal]:
TEST DATE: ~ "~-~) I
WELL DEPTII:
CASING DEPTII:
WELL DR LLE~:
DATE DRILLED:
]'EST pBOCEDURE;
1) Draw water down to pump.
2) Shut pump o1! t5-60 min.
.record llme
-record meter reading
Turn pumpon. Drawdown.
4] Shut pump oft'. -record time
-record meter reading
5) Calculategal.lmln. recovery.
,TEST DATA: START TIME:
MISC pATA; '
Casing Ilelghl:
Sanitary Seal?
Wires In Conduit?
Grading
Pump Depth:
Samplea taken?
· Date:
STATIC WATER LEVEL: ~.~ I
tR,aL II puMP II TIME II METER II oAuma.~S~-
1 ON ~ ',".~--- '
OFF ~': %G" I.~ ,~" ~ ..
OFF 0 ;0::' ~ ~./,/~
OFF
3 ON ~ ~ '
OFF O~O ~ i ,~/,.~~'/~
4 ON
OFF ·.
~ ON
OFF
I~ESULTS; WELL CURRENTLY PRODUCES: ~,?.,.~ ~/,~ t?~z.~-
FLOW RATE NOT GUARANTEED-SUBSEQUENT VARIATIONS CAN OCCUR.
17034 HORTI I EAGI.E RIVTR t OOP · SU1TE 204 · EAGLE RIVER. ALASKA 99577